HomeMy WebLinkAbout6693 Wagon Trail St• 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
PLAN REVIEW
FA, i 9711,
wil. KA
99 1672-ARIA99
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
ABBREVIATIONS
• FLORIDA BUILDING CODE, RESIDENTIAL,
ABV.
ABOVE
LAY.
LAVATORY
5TH EDITION (2014)
A/C
AIR CONDITIONING
LUM.
LUMINOUS
• ALL LOCAL AND STATE CODES
ALT,
ADTUSTABLB
ALTERNATE
M.C.
MFR.
MEDICINE CABINET
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
•OCCUPANCY
— RESIDENTIAL, GROUP R3
BD.
BOARD
MTD.
MOUNTED
:CONSTRUCTION TYPE
— VB
cL
CAB.
CENTER LINE
CABMET
IlTL
N.T.S.
METAL
NOT OTO SCALE
• MIN. INTERIOR FINISH
— CLASS B
CIG.
CEDING
O.c.
ON CENTER
•BASIC WIND SPEED
— Vult=150 MPH
cCIR,
�g
Pg
PROPUSH RTYBUTIn
Vasd=116 MPH
CONC
CPT.
NCO
CARPET
PH.
ON
PHONE
• EXPOSURE
- B
C.T.
CERAMIC Tu
PIT.
PLATE
•1—STORY RESIDENCE
—
D.
DRYER
PLYWD.
PLYWOOD
• 2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
DBI.
D.G.
DOUBLE
DUAL GLAZEDP.T.T
FR.
.
PAIR
PRESSURE TREATED
AND STATE CODES
Du
DIAMETER
R.
RISER
DIM,
DIMENSION
ROD.
RADIUS
D1SP.
DISPOSAL
R.A.G.
RETURN AIR GRBL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
Si).
SMOKE DETECTOR
D.W.
DISHWASHER
8H.
SINGLE HUNG
EA.
nu A.
EACH
ELEVATION
ENT.
SITING.
Sim
SHEATHING
SQ.FT.
CALC.'S
EQ.
M.
EQUAL
EXHAUST
sm
sm.
SHOWER
SHIM
W.
EXTERIOR
SL
SLIDING
LIVING
1612 SQ. FT.
F.G./FX .
FIXED GLASS
SL GL
SLIDING GLASS
GARAGE
432 SQ. FT.
F.G.
FUEL GAS
STD.
STANDARD
ENTRY
38 SQ FT.
PIN.
Yom
sWs
SHEAR WALL,
SECTION
LANAI
96 SQ. FT.
FR.
FLUOR.
PLOOR
FLUORESCENT
SC
SOLID CORE
TOTAL
2238 50. FT
PR. DR.
FM
FRENCH DOOR
FOOTING
T&IIP.
THE.
TEMPERED GLASS
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLID
5.1.
GROUND -FAULT CIRCUIT
TYP.
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GYP. RD.
GYPSUM BOARD
Y.P.
VAPOR PROOF
LLB.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HOT. OR HT
HEIGHT
WOW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
ALL WORK SHALL CoMpLy �,Vj H PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHyR
ORDINANCE
cy r
c 3 , EVI�EW DATE .r>
1�ZEPHYRHILLS
EXAMINER
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG 1 —FOUNDATION PLAN
PG IA —DOWEL PLAN
PG 1B—LINTEL SCHEDULE
PG 1B.1—LINTEL LOADS
PG 2 —FLOOR PLAN
PG 3D—ELEVATION "T
PG 4D—FRAMING.PLAN ELEVATION "D'
PG 4.1—CONNECTOR SCHEDULE
PG 5—ELECTRICAL PLAN
PG 6—MECHANICAL PLAN
PG D1-FOUNDATION DETAILS/SECTIONS
PG D2—MISC.- DETAILS
PG D3-1—STORY WALL 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 WA6—WALL ASSEMBLY DETAILS
A R C N 1 T E C T t
6
Design
Groulrin�.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7746078
FAN: 407.7744078
www.abdealgngroap.com
AA 8: 0003326
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"1672— ARIA"
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COVER
PAGE
150 MPH EXP. B
I
P �T D10/19/17
SCALD 1/4"=1'-O"
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C1
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBC% 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS WIOUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS R301.4 15 (PSF)
C. ROOF LIVE LOADS R301.6
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
1. BASIC WINO SPEED VULT-150 MPH, VASD=il6 MPH
11. EXPOSURE CATEGORY B
III. WIND DIRECTIONALITY FACTOR (KD) 0.85
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS t0.18
V. RISK CATEGORY II
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 AGAINST 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 DISCREPANCIES 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 WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF
WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.
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 WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL
SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL
PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 24INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) 11302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. 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 518 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION iS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN'/INCH GYPSUM BOARD OR EQUIVALENT,
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 DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'.0' BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb =1,100 PSI Fv =176 PSI E=1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO: RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING OTHERWISE).
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
CONCRETE 6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHEREIN CONTACT WITH WOOD.
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. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
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 R4022.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W.
4. PROVIDE 61% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFtLLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W.
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 4021 ACI 5301 ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE *W TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90.1lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F m =15W
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 C270.082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN''/. INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1
FOR MORTAR JOINT THICKNESS 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 BOND 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 i6' ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES, AG 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 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2' FROM 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:
I. #5, W31 OR 031 AND SMALLER 2-
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER %,
D. BEAMS, COLUMNS:
1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1`/:'
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 INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
[NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-l-M
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSUREA OR ill" COX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 50 COX PLYWOOD. 5/8' CDX 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 1/7 COX 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 2u STRUCTURAL LUMBER SYP #2.
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 1-2D07 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240.
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 BOLTS/NAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302AZ OF THE FBCR 5TH EDITION (2014).
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH W 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.
T 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).
EXTEIWR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Ye' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, i/2' THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 1 a &
ASTM-Ci063-12a
3. LATH & ACCESORIES PER ASTM-G1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
LIMITED TO:
- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS
-- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS
-- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
-- CASING BEAD DETAILS - DRIP EDGE DETAILS
-- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
-- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
-- WINDOW FLASHING DETAILS
4. SHALL BE INSTALLED PER ASTM-C1063 -11 A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
i. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 112' GYPSUM BOARD. FBGR R3027.
CONTROL DATE:
ARC X I T! C T 3
74
6
Design
Grou l.e.
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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GENERAL
NOTES
v. 150 MPH EXP. B
pnD4T
DATM 10/19/17
DCAL1R 1/4"=1'-O"
aHmT
G1V
�2' V.T.R.
�I\2.
KITCHEN
AUTO VENT
I ,
21 V.T.R.
I 2.
11/2'
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4.
WASHER
LAV. ( TUBI '
LAV.
SHWR I n 3
4'
PLUMBING RISER DIAGRAM
SECURE STRAP TO
UNIT W/ (2) "Sxl 1/4
A/C
SHT MTL SCREWS
UNIT
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC.
CONIC. W/ (2)-3111
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD ® 12' FROM STRUCTURE
24'X24'X12' CCNC. -.
PAD W/3-5 BARSE.W.
ON CHAIRS 12'-0" 26'_g' B
MIN. 3' COVER
DI
TYP.
■
■�
4 v r
4'CONIC. DI SLABi�
i
i
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4
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w 10
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0'-0' ELEV.
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I
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�L A-]
ETHYLENE VAPOR RETARDER
ON WELL -COMPACTED CLEAN �4�1) I
I
�p
FILL TERMITE TREATMENT SHALL W 11
jm
■ BE BORA-CARE ---� . L4J N
I
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FOR ELEC. TO
s
■ ISLAND fl I I
I
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■ I N-} _ �
rn
c0
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CHASE
-,
r �-Av.W_ �! it ■
■ I ND
-
SLAB IE1/22'
HB
4' CONC.
SLAB
�2 I 3'-2"
-,
-
BOLLARD
eD( AS REQ. PER
/
L.� ~J \�) 'p �l DI BLDG. CODE
(
c0
2XI0 2X6 wa�L I N
q^
2 20'-B'EXTEI ■
■
SLAB 1 1N/2' 0
I
8
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II
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016 EXTEND
LDI
�3-4
UNDER WA
V 0'-O'ELEV. ENTRY COLS.XIn'
W FIN. CONG. SL; BONI ( Ie
I
I- — — — SLAB 8 Y
DI
I tl
DI DI 12'-0"L pl
4'-4' 21'-4'
FOUNDATION PLAN
NOTES-
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF R3113.1 OF THE FBCR 57W EDITION (2011
A E C N I T E C T S
6
Gr1ouSi Inc
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-774-0078
www.a bdeafgngroup.mm
AA #: 0003325
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vp
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dCAL'R 1/4"=1'-0"
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3'-8"
DOWEL PLAN
A R C H I T E C T•
6
Design
Grou -Za
1441 N. RONALD REAGAN 8LVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesign9roup.com
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DOWEL
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150 MPH EXP. B
Ml
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SCALIM 1/4"=1'-0"
miclow
1A
L-2 L-2
L— 3
(2) 3052-SW
(2) 3052-SW EGRESS
I 4 I
--------------
I
8'-8lil
GLG. ro I 1--5 I
I 1 DRG
I
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1 (2) 3052-SW I SUITE
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36'XI0' TRANS.
BDRM.#
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L— 2
---- — — — — — — — — L-1 ---------
(2) SH EGRESS
O
EGGRESS
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 THE VALUES STATED
AST-4RETlIIIf LINTEL SCHEDULE
4c
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L I
17'-a'
BF28-ISAT
L 2
T'-b'
8FI6-15/IT
L 3
12'-0'
BF16-15/IT
L 4
5'-4'
W16-15/IT
L 5
I T-6'
8F24-I15/1
L 6
4'-W
SFIb-05/IT
L
4'-6'
8PS-IB/IT
JA15V. DOOR ASSEMBLY, BTM. 8'-0
A R C IN I T I C T R
6
GrDes'pin
Al N. RONALD REAGAN BLVD.
LONGWOOD,FL32760
PH: 407.774607E
FAX: 407-7744078
www.abdesigngroup"m
AA B: 0003325
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04128.000— 04261
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4EAB
"1672— ARIA"
GARAGM BVFMG-
RIGHT
PAGM:
LINTEL
SCHEDULE
150 MPH EXP. B 04
ARCHRECT-
3TATE OF FLORIDA
DA10/19/17
9CAXJ& 1/4"=l'-0"
m*mw T
I
54FE L04D TA5LES
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
S' PRECAST a PRESTRESSED U-LINTELS
G;RA
V I T i
LENGTH TYP
We
8F8-06
8F12-0B
Ir—
20-
24-0
28-0
32-
OFO-15
OF12-IS
01"16-I5
0`20-I5
8F24-113
OF28-I5
OF32-IB
2'-10*(34') PRECAST
2302
3166
4413
603E
1526
5004
10412
11936
316(0
4413
6039
1526
W04
10412
11936
3'-6' l42') PRECAST
2302
3138
3311
4689
6m01
1315
8630
9941
3166
4413
603E
1526
W04
10412
11936
4'-0' l48") PRECAST
2029
2325
2456
3461
4438
5410
6384
1358
2646
4413
6039
1526
S004
10412
11936
4'-6' (54') PRECAST
1651
Nal
IS13
2651
3403
4149
4896
5644
2110
4021
6039
1526
9004
10412
9668
5'-4' (64') PRECAST
1164
1223
1301
1S09
2311
2820b
3336
3846
1665
2889
5051
6096
54001
6424
1450
5'-la'Cl0')PRECAST
S12
1000
1059
1414
1869
2304
1 2121
3131
1459
2464
4144
5458
4431
5280
6122
(W-6"C18') PRECAST
931
1255
2101
3263
2146
3358
3911
4585
1255
2101
3396
5260
1134
8995
6690
1'-ro' (90')PRECAST
161
102E
1615
2385
1994
243E
2866
3333
102E
1615
2610
3839
5596
6613
5041
9'-4' (112') PRECAST
513
632
104E
1469
1210
1482
1154
2021
1(08
1212
1816
2544
3469
4030
3121
10'-6'C126'J PRECAST
4c�6
462
802
1125
915
1122
1326
1535
658
1025
1514
2081
2114
3130
2404
ll'-4' 036') PRECAST
445
598
935
1365
1S54
2355
II93
2015
598
935
1365
1854
2441
3155
4044
12'-O'1144') PRECAST
414
545
864
1254
169E
2014
1510
leis
555
864
1254
1693
2211
2832
3590
13'-4' (160') PRECAST
362
421
126
1028
1331
1635
1224
1418
485
148
1 1016
1438
1855
2343
2920
PRECAST
338
361
b48
919
1190
1462
1081
1260
455
100
1003
1335
1114
2153
2(obb
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
I65
1310
2045
2610
3185
3165
15'-4' 084') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
ro95
1250
1655
2310
20SO
3410
Il'-4'(208')FIRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
180m
2200
2600
19'-4'(232') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
tam
400
150
1090
1400
1120
2030
21'-4' (256')F'RESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
S40
1-140
1180
2110
22'-0'(264')PRE6TRE6SED
NR
NR
NR
NR
NR
ib0
300
510
010
1250
24'-Ot288') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
arNRNRN.R.
13m
240
470
120
1030
MATERIALS
I. F'c precast lintels - 3500 psi.
2. F'c prestressed lintels - 6000 psi.
3. r'c grout - 3000 psi w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength - 1900 psi.
5. Rebar provided in precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60-
6. Prestressing strand per ASTM A416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510.
8. Mortar per ASTM C210 type M or S.
8' PRECAST 4 PRESTRESSED U-LINTELS
Ai" Rf�r
Uf=L- FT
LATERAL
TYPE
LENGTH
SF8-IT
6-2
EELI
124T
16-IT
16-2T
20-IT
20-2
24-IMe-IT
24-2
28-2
SF32-IT
SF32-2T
BUS
are
2'-10'(34'J PRECAST
2121
2618
4101
5332
6569
1811
9055
2021
2021
2121
2184
3981
51W
6401
1630
885I
V-6' (42') PRECAST
2165
2289
3260
4231
521E
6204
1192
1251
1251
2165
2215
3165
4125
50SI
6061
1036
4'-0' C48') PRECAST
1818
1989
2832
3680
4532
5381
6245
938
We
1818
IS25
2150
3583
14422
1 5264
VIC
4'-6' (54') PRECAST
1660
i162
2501
3251
4010
41ro1
5525
121
121
1660
1105
2435
3111
3913
4656
5406
V-4' (64')PRECAST
1393•
1464
2110
2141
33I5
4010
4648
505
505
1393
1431
2050
2610
32S3
3920
4549
51-101(101) PRECAST
1212•
1351
1930
2505
3084
3665
4241
418
418
1212
1315
1815
2441
3010
3583
4151
PRECAST
114"
1200
1133
2250
2169
32W
3812
l(Dl
S81
1141
11S2
1684
2le2
2103
32Iro
3132
1'-6' (9O')PRECAST
959•
912
1415
1914
2354
2191
3240
591
651
SW
1029
1466
1901
2351
21S1
3245
9'-4' (112') PRECAST
801•
612
SW
1269
1560
1852
2144
454
30
WI
155
1192
1550
1910
2211
2634
10'-rc'(12(o') PRECAST
Itb•
498
Ilia
1021
1261
14S&
1131
396
493
116
611
1039
1389
111I
2034
2358
ll'-4' (136') PRECAST
666•
43S
696
899
1104
1309
1515
363
556
905
1295
1595
1896
2198
12'-0'(144') PRECAST
631
816
loot
1186
1312
340
494
ale
120E
1514
II99
2086
13'-4' (160') PRECAST
1458-3V.
532
686
841
99i
302
398
682
1004
1361
163-1
8
1891
14'-O'(168') PRECAST
493
635
lie
922
1065
286
360
548
318
629
922
1254
156i
1816
14'-8' (116'J PRESTRESSED
243
295
459
551
124
851
990
N.R.
351
243
352
562
852
1156
1 1491
1141
5'-4' (184') PRESTRESSED
228
218
430
553
bit
801
925
N.R.
321
228
32S
542
191
1012
1381
161ro
Il'-4' (208')PRE6TRESSED
lea
236
361
464
561
610
114
N.R.
255
188
216
449
649
814
1121
1389
19'-4' (232') PRESTRESSED
165
201
313
401
49O
518
661
N.R.
204
165
23S
383
550
136
940
1160
21'-4' (256')PRESTRESSED
145
186
218
356
433
512
590
N•R
112
142
212
336
411
635
WI
SW
22'-0"(26W)PRESTRESSED
140
180
268
343
418
493
568
N.R.
I61
131
205
322
451
601
111
S41
24'-0'(258') PRESTRESSED
121
165
244
312
BaO
441
515
N.R.
135
124
186
290
408
538
680
833
GENERAL NOTES
-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8' PRECAST W/ 2" RECESS DOOR U-LINTELS
M
r-:zRAVITi
TYPE
81�Im-mB
BI�Ia•
18-m
81lP22-
6-
81 50-08
LENGTH
OW
BRF10-1B
OW14-IB
elaFle-B
OW22-IS
9RF26-IB
8RF30415
4'-4' (52') PRECAST
1489
3053
2982
3954
4929
59m4
6880
N44S
3412
4982
6412
IS41
9416
10818
4'-6' (54') PRECAST
1351
2182
2114
3600
4481
5315
6264
3412
4982
b412
1941
9416
108185'-8"
1602
I550
2 558
2566
3015
35S5
l68'JPRECAST
185
2162
4014
6412
6516
5814
6839
119
1500
144E
1924
2400
2816
3352
5'-10" (1O') PRECAST
135
1003
2 I
3511
6412
6516
5450
6411
6'-8' (50')PRECAST
822
901
1611
2933
2519,
3223
3a12
4522
901
I611
2933
4100
6130
bill
6101
I61
1311
2252
1958
2451
2944
343E
665
(90')PRECAST
164
I311
2329
3609
5492
6624
5132
V-8' (116') PRECAST
311
420
834
12"
1011
1342
1614
1S86
535
928
f 14SI
2119
2618
3595
2815
S' PRECAST W/ 2' RECESS DOOR U-LINTELS
UFL FT
LATERAL
TYPE
LENGTH
8RF6-IT
I BRFIC-R
BW14-IT
0IWI8-rr
8RF72-1
8W26-IT
BRP3m-IT
8RU
8RF
6-2T
8RFIm-2T
8RF14-2T
8RFI8-2T
SRF22-2T
OW26-2
M-2
4'-4' (52') PRECAST
1244
1513
2413
3260
4112
4961
5825
932
932
1244
1519
2339
3110
4008
4850
5696
4'-6' (54') PRECAST
1192
1501
2311
3121
393I
4156
5511
853
1192
1455
2240
3036
3831
4643
5453
853
5'-8' (68') PRECAST
924•
1112
II95
2423
3055
3689
4325
501
924
1132
1141
2351
2918
3603
4230
501
5'-10'l1O')PRECAST
846•
t38
1142
2352
2965
3581
41W
469
896
1099
16W
22M
26SI
34SI
4106
469
6'-8' (80")PRECAST
116
882
1513
2042
2513
3101
3642
830
1100
118
956
1468
198I
2509
3035
3563
1'-6" (SO') PRECAST
688
691
1325
1610
2280
2153
3221
110
S41
688
84S
1302
1162
2225
2690
3151
9'-8' (116') PRECAST
533•I
433
SID8
1123
1413
1104
I995
614
533
521
1009
1369
1128
2088
2450
516
-REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
"5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2, CLEAR
TYPE
DESICxNATION
4
Iz-
F - FILLED WITH GROUT / U - UNFILLED
Q
14
QUANTITY OF S REBAR A7
BOTTOM OF LINTEL CAVITY
Z
L
GROUT
OF1(o
-
z
-15/1T
�q
"5 REBAR AT BOTTOM
L
•
OF LINTEL CAVITY
NOMINAL WIDTH
NOMINAL HEIGHT
QUANTITY OF "5
REBAR AT TOP
1-5/8'ACTUAL
BOTTOM REINFORCING
PROVIDED IN LINTEL
8' NOMINAL WIDTH
(VARIES)
SAFE LOAD TABLE
NOTES
I. Provide full mortar head and bed joints.
2. Shore Filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4' and
longer with a nominal height of 8' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage.
6. Cast -In -place concrete may be provided In composite lintel in lieu of concrete masonry units.
S. Safe load ratings based on rational design analysis per ACI 316 and ACI 530
1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20% if bearing length Is less than 6-1/2'.
Safe loads for all recessed lintels based on 8' 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.
5. Additional lateral load capacity can be obtained by the designer by providing
addlonal reinforced masonry above the precast lintel.
6. One r rebar may be substituted for two 05 rebars In 8' lintels only.
1. The designer may evaluate concentrated loads From the safe load tables by
calculating the maximum resisting moment and shear at d-away from the face of support.
8. For composite lintel heights not shown, use safe load from next lower height.
S. All safe loads in units of pounds per linear foot.
A R C R I T R C T
Design
Grou 1n�.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA #: 0003325 _—
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04128.000-04261
MODE1t
4EAB
"1672—ARIA"
GARAGE 8N1NG:
RIGHT
PAGE
SAFE LOAD
TABLES
150 MPH EXP. B
APK>V ECT.
STATE OF FLOM
6 1
t%,,
rpD TM 10/19/17
RICA&M 1/4"=1'-0"
a1�ET
1B.1
C0100181f AND CLADDNID
NSD LOADS
BAW 1MD E7li FOR 3 WOM
MM
Ol 9m
SCUM£
ZOE
60 bPH MMD MID
IBMPo(8
AND TVE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
IS
5
24/-31
DR MIN. CRITERIA
SGD. MIN,
41
5
23/-2S
CRITERIA
16010 O.W.D.112
5
20.4/-22.1
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 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 MANUFACTURER.
CONDIOL DATE 07
38'-8"
v
- (2) 3052-SH
12EGRREESS H
VIL
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-
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4
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ENTRY
(2) 3052-5H
8'-8' CLG.
EGRESS
---
--------------------
T
--- 8� 2'-8"
FLOOR PLAN
NOTE:
-2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
- FRONT DOOR ASSEMBLY TO BE THERIA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) FBCR 5TH ED, (2014).
HB
v
in
SQ.FT.
CALC. S
LIVING
1612 SO. FT.
GARAGE
432 So. FT.
ENTRY
38 60, FT.
LANAI
96 SQ. FT.
TOTAL
2238 SQ. FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'-8' BRIG.
BL.
TOP
PLATE 9
m
BAR DETAIL
A SCALE: 12'•I'-0' .
C�
77
A 2 C H I T L C T i
WM-rdon
FAX 407-7744078
www.abdosigngroup.com
AA A: 0003325
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4EAB
"1672- ARIA"
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ARCS gTECT•
STATE OF FLOFUDA
jLL�I
AR N D 93723 CRA
D � 10/19/17
DCALM 1/4"=1'-O"
2 _j13i�ffiT
8'-8' BRG. HGT.
OFF RIDGE VENT
12
<16
,IKLI
WIN
I imilml
Imm
0'-0' FIN. FLR
_-v
REAR ELEVATION
TEXTURED FINISH
8'-8' BRG.—
I'-0'
-0'
FYPON
BKTIIXIl OR
EQUIVALENT 49
WA3
4' RAISED TYP.
BAND (TYP.)
0 -0 FIN. FLR
0'-0- FIN. FLR Jl
OFF RIDGE VENT OFF RIDGE VENT
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.B.1
T— — — --- — — — — — — —
1_0" `I
I, 8
- - - - - - ---
RIGHT ELEVATION
TEXTURED FINISH
1a.. 2 OFF RIDGE OFF RIDGE
6
-8' BRG. HGT. J� 8'-8' BRG. HGT.
0•
11E
WA
V � V
0'-0' FIN. FLR J. 0'-0' FIN. FLR
LEFT ELEVATION
TEXTURED FINISH
FYPON
BKTIIXII
— OR
EQUIVALEN
DECORATP
BRACKET
-FYPON
LvI2X24 OR
EQUIVALENT
-W BRCS. HOT.
-W RAISED
BAND (TYP.)
COACH
LIGHT
0'-O' FIN. FLR.
AREA OF ATTIC
= 2235 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
= 1/ 300
REQUIRED VENTILATION AREA
= 2235 /300
= 7,45
VENTILATION AREAXSQ. INCHES PER FT.(144)
= 1072.8 SQ. IN.
MN. REQUIRED VENTILATION
= .5X 1072.8
IN UPPER PORTION 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 OF ATTIC IS THE PERIMITEROF THE
HOUSE, LESSTHE OVERHANG
EXTERIOR OF WALLTO EXTERIOR OFWALL,
NO OVERHANGS INCLUDED)
z 1_m
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1
t , I I
(A OUVy R DETAIL ARCT:�
ri SCALE: 1/2' . r-0 STATE OF FLONDA
A R C N I T E C T 3
6
Design
Grou L!
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH:407.7746078
FAX 407-7744078
www.a bdealgngroup.00m
AA M 0003325
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4EAB
"1672—ARIA"
GARAGN SWING.
RIGHT
REAR, FRONT
RIGHT &
LEFT ELEV.
D"
150 MPH EXP. B
m m 10/19/17
BCAUM 1/4"=1'-0"
B*MMW
3D
A K B X I T! C T s
.. - DENOTE RAT RN s 10' O/C MAX
.. = DENOTE 2* BTR WACK • W O/C W
BRACING LEGEND
EXTERIOR GABLE TO BE
® BRACED UJ/2X4 BLOCKING
4'-0' O.C. BETWEEN TOP CHORD'S
/ 2X4 SYP -1 X-BRACING.
REFER TO DETAIL 9/D5 FOR
BRACING REQUIREMENTS
FASTEN 2X4 SYP 14 OR SPF
BEVEL CUT TO TRUSS TOP
CHORD W/10d x 3' NAILS •
6' O.G. STAGGERED
NOTE:
REFER TC TRUSS 1'1FR'S SIGNED 4
SEALED DRAWINGS FOR WEB
BRACMCs LOCATION, SIZE 4
REQUIRED FASTENERS.
y" >
FRAMING PLAN
CCA 01/I4/14
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PH: 407-7746078
FAX 407-7744078
www.abdoslgngroup.com
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04128.000-04261
a[oamz:
4EAB
"1672—ARIA"
oARAOR OWWO:
RIGHT
PALM
FRAMING
PLAN
ELEVATION
"D"
150 MPH EXP. B
ARCHR'ECT
STATE OF FLORA
L
DATjo: 10/19/17
SCALlb 1 /4"=1'- O"
SiIamT
4D
ELECTRICAL LEGEND
SYMBOL
DEFINITION1:(TUM
TES
Q$V OUTLET
MILE POLE
11a/ OUTLET
ImV OUTLETLV
WtlRD
(fl
lla CUTLET
,tlR�D PALL
R (TAMPER
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l�
WALL MINTED
f
LOW
CEILING LI5HT
VP
`O\
LIGHT
�
\O\
RECt66F.D CAN
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WALL 6CORCE
PRE-WMOED
VENT. PAN
I cm P!R 6Q PT.
VENT. PAN
01.164T
I CPM PER 60. PT.
(SPECS mo ar
PLUO C£SCENT
J-BULB WRAP
AR ND
JJ
= 1
J' RUOREeCENT
]_p — _p— �
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OTO
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m 6 CM POR
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—
We POR
Mir
LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5TH
EDITION C2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN,
CAPACITY OF 50 CPM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
MI5013 FBCR SiH EDITION (2014).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD $HALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH ED (2014).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
ALL LAMPS SHALL BE SELECTED BY
E�IIILDER AND 15% OF LIGHTING MUST BE
ENE EFFICIENT TYPE PER FB.C. ENERGY
CONSERVATION (RESIDENTIAL ENERGY
EFFICIENCY) 2014, 5Rh EDITION R404.1
I
I CEILING
i
6'-4°
IMTD. LIGH7
I TO BE.
INSTALLED,
PROVIDE �\
�J-BOX FOR \
4v
OPT, FAN
UP
—
/q
--�DENI
M
PRE -WIRED
CLG FAN
GREAT ROOM \\
\ SWITCH IN I I
1 CABINET
I
I KITCHEN
BDRM.#3
PRE -WIRED \
CLG FAN 1
I
\V //
D$ RM•#2
PRE -WIRED
CLG FAN
GFI
HOOD WIRE W/ I
OUTLET FOR I
FUTURE MICRO. I
I
OWNER'S
SUITE
PRELGIRED
//
/
/
LAUN. n, / Q�) \iF
GFI a 42' l
\ J
\ BOLLARD
\\ WALL MOUNTED A9 PER BLD ,
\ LIGHT W/SWITCH IN DG
\ \ \ ATTIC CODE
KEYLESS
FIXTURE
GFI I
MFIELDVERIFYCLG. LOC.
\ Ol1TLET
OHD IRRIGATION
OUTLET e
\ 48' AFF.
I ' GFI
GARAGE
I
1\ENTRY
\ / COACH
LIGHT
ELECTRICAL PLAN
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
DSc CODE S l
HOUSE PLAN: MODEL "ARIA"
LOAD INFORMATION
VA
16n 3p n OIDJERN, IJONTTNO E 3 VA PIFR HQ rt
6016
2 20 AIIP APPILNCE CDT AT 1600 VA 1SA
3000
1 LAUNDRY CIIR.'InT
1600
1 RA,ov AT NAw PLATE RATING OR CoORTDP/OVEN
12o00
t RATER RIEAM,
4600
1 nI3HNA3}1IFR
1200
1 clOTRN'T DRYER
6000
_
1 DISPOSAL
boo
i 1UCRUWAw
1500
f 1JEPRROERATOR
1200
EUIFTOTAL OF OIF AL ]GAD
66416
FRRa'f 10 RVA OF OERERAL WAD AT 100%
1oo00
RIDIAUTDER OF GENERAL WAD AT 40% 26416 VA :.4
io166
TOTAL NET G®DntAL WAD
Y0160
3.5 TON REAT PUMP (N/ 5" E1®t =E NEAT STRIP)
21 AI@ ! 240 VAS
R6 "N COOLTNO 8YtT1'OI 40 ANP z 240 VA
• [M00
RIFT GENERAL WAD
2Q166
RCT TOTAL IIVAC
Moo
TOTAL WAD
2BT66
CALCULATED LOAD FOR SERVICE
22266 VA/2-w f24 A1�
150 AMP SERVICE
•RORET CAGE ECWARIO - MGR T RVAC WAD
U6No FOR cALLCDUT1om.•
NEUTRAL CALCULATION,
LIGHTING, APPLIANCE, LAUNDRY LOAD$: 14)83 VA
3000 vA o 10091., REMAINDER a 3591.
NET LOAD: 6,949 VA
RANGE: 12000 a 10% 6,400 VA
DRYER: 5000 a 10% 355Q0VA
TOTAL 18.849 VA
NEUTRAL AAPACITY: 18,489 / 240 + 18 A
'2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 341/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3
64/0 AL, THWN - 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG,)
IE70 AMP ELECTRICAL R15ER
NOT TO SCALE. COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014I. LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS, 150A/2P
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB
NOTED OTHERWISE.
POWER COMPA
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY —
ELECTRICAL SERVICE. PROVIDE 3 % COPPER ICLU IN
I-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
62/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE 15 PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
A R C N I T E C T S
6
De %' n
Gr u tr1e.
...-. LONG WOOD, FL 32760 �• V
PH: 407-774.6078
FAX: 407-7744078
www.abdealgngroup.com
AA #: 0003325
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04128.000- 04261
mo���
4EAB
"1672—ARIA"
GARAGs OWING:
RIGHT
PAGN:
ELECTRICAL
PLAN
150 MPH EXP, B
ARCFFrECT:
STATE OF FLORDA
J TELEPHONE SERVICE CABLE TELEV15ION
ENTRANCE SERVICE ENTRANCJEA�0ABOUCHACRA
EQUIPMENT Ly EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
DATM 10/19/17
- 1 64 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
OC7AL� 1 4"=1�-O��
EDITION 120W..
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
HVAC NOTES
I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER
MFG. REQUIREMENTS.
2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE
OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND
INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603.
3. ALL FLEX DUCTS SHALL BE APPROVED ILL 181 CLASS 1 AIR DUCT AS PER NFPA SOA 2-3.1
4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT, FROM ANY CHIMNEY OR VENT
OUTLET, OR SANITARY SEWER VENT OUTLET
5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL.
OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603
6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION
(2014) MECHANICAL CODE 603.1
1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE
RETURNED, TO EQUAL AIR EXHAUSTED.
S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE
DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO
RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 57H
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE
ALL HVAC TO HAVE PROPER
PAN5 W/ DRAINS
ATTIC
CEILING
O
EXTERIOR WALL
PLENUM
1 y
AIR RETURN
SUCTION AND LIQUID
AIR SUPPLY
y
REFRIGERANT LINES
y
AIR HANDLER
EXTERIOR WALL
1
3/4' PVC CONDENSATE DRAIN LINE
EVAP. TRAY
y
PVC SLEEVE TO LINES BELOW SLAB
T
REFRIGERANT LINES TO
PLATFORM
RETURN
�TRAP
CONDENSING UNIT
DRAIN LINE AND TERMINATEIN
AN APROVED DRAIN, A5 PERFBCR
VZMECHANICAL
5TH EDITION (2014)
BLDG. CODE
SECTION 30111.1
HVAC
DRAINS
SCORIATED NICKEL FIN, FLOOR
BRONZE FL. PL. OR WALL
BRASS PLUG
r _ _� �--FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
— WADE S240-K JOSAM 56000
INSIDE I I SERIES NICKEL BRASS TOP
CAULK J I p,V.0 OPTI/SPEC
Y II �/ III
�— —� INV. SEE — — —
51TE PLAN
FLOOR SLAB CLEAN —OUT (TYP-!-
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR I WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
—"
BROKEN LINE- RETURN TRUNK
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN s LIGHT
O/A
OUTSIDE AIR
®
THERMOSTAT
ED
PASS-THRU AIR GRILL
SECURE STRAP TO CONC. CONDENSER
W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP
OR EQUAL
4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
'8XI 1/4' SHT. MTL. SCREWS
CONDENSER UNIT
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA.
OVER HEAD • 12' FROM STRUCTURE
COUNTERSUNK
CA. PLUG
SEE SPEC.
f
-8'X8' CONC.
FIN. GRAD ___
OR PAVING
FITTING: OR
I EXTENSION TO SOIL
_ � OR WASTE AS
REQUIRED
I I
Y I i
—----_——y 2,INV.SEE
SITE NP AL
NEXT. GROUND CLEAN —OUT (TYPN)
MMECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C H I T e C T a
6
Design
GrZR S na
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdoslgngroup.com
AA k: 0003325 J
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LOT 42
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04128.000- 04261
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4EAB
1672— ARIA"
GARAGM BWXNG:
RIGHT
PAGAT:
MECHANICAL
PLAN
150 MPH EXP. B
ARCHRECT
STATE OF FLORIDA
41
DA10/19/17
SCALD 1/4"=1'—O"
8*12=
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KD'NSIOT LCDE POIRM FOR
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CONTROL DATE: 07/01/1500,
A R C N 1 T E C T 8-1
6
Desgn
GZ .2.
AI N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325 A
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1Summ. & LOT
SILVERADO
LOT 42
BLK 6
PROJECT#
04128.000-04261
moon,
4EAB
"1672—ARIA"
GARAGE EWMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
ARCHR'ECT-.
STATE OF FLOPMA
Z 11
DATE: 10/19/17
ACAXM 1/4"=1'—O"
81113 T
D1
///---SECURE 2x6 MIN. TO BLK UAL (2)1k'
F/ ANCHOR BOLT W/ 2' WASHER SET
/ IN AIMPB WIGW AT@F TH
EPDXY 4' EMBED.
I •
0 0
SECURE 2x4 ON
0
FLAT TO BLK
W/ CUT NAILS.
BIDES:
�
2X6 GARAGE DOOR BUCK W/ (3)
)f'XB' J-BOLTS 4' EMBEDMENT MIN.
UI/ 2'X2'X)6 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK s CENTER OF
DOOR HEADER W/(1))I1XB' J-BOLTS
4• EMBEDMENT W/ 2'X2'Xk' WASHER
AND NUT
--
NOTES:
_- - _ - ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'SINSTALLATION INSTRUCTIONS WHERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
UAKAUE ODUK
%1BUCK ATTA H 4ENT
SCALE: VU'•I'-0'
LIL
2X4X4' SECURE TO TRUSS W/ 3-12tl
6'-8' O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/U-12d
SECURE TO BLK W/ META-16
2X4 SECURED TO
GABLE END
W/(2)12
41
.EA. UPRIGHT
2X4 SECURED TO
or
L-2x4 BLOCKING
EA RAFTER
"L-.
-30EA.
AFTER
W2A E.
RAFTE
4x4 RAFTER
s 24' O.C.
� A1 FRAMED OVERHANG
'+ NrA.
PRE-ENG TRUSSES //TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS • 16' OL.
MAX
HEADER SIZE PER SIMPSON LSTA-12 • EA. JACK
B SPAN CHART. STUD, BOTH SIDES
OF
OPENINGS.
2. STUDS • W' O.C. MAX W/
SHEATHING. SHEATHING TO BE
DOOR/ WITHIN I' OF WINDOW( DOOR
WINDOW OPENING AND SECURE PER
OPENING FASTENER SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (WE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE Rd NAILS, TWO WITHIN 6'
— L FROM ECH END 4 NO MORE
RE _jTHAN 12'AO.C. STAGGERED
SP4 OR H5 • TOP AND
BOTTOM PLATES • EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING NWBT NOT
BREAK 1'-4' MIN, FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LINE.
/'-�10PENING WD FRAMED (W/FLOOR TRUSSl
SCALE: VU'•I'-0'
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE VI6' OAD. OR 1/2' COX PLY WITH'S RING SHAW GUN NAILS AT 4'O.C. AT
SUPPORTED PANEL EDGER GUN •8 RING SHANK GNAILS AT 6' O C. AT
INTERMEDIATE SUPPORTS, SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE -8 GIN NAILS • 4' O.C.
EXTERIOR SHEATHING
USE T/Ib' GAD. OR 1/2' PLY WITH •S RING SHANK CAN NAILS AT 6' O.C. AT
PANEL SIDES AND d RING SHANK CAN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND % RING SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL,
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL REQUIREMENTS
SIZE HEAD LGTH DIA. ENSILE ST TOP CORD BLOCKING AT 4'
8d ROUND11011 2EN3/8' .IB 1T0p00
OR T O.G. MAX. INFIRST 2 FRAMING
NOTE: NAILS TO BE MFG. BY MEMBER OF MT.
STAPLE, NAIL N TOOL ASSOCIATION
I. 0.113 INCH NOMINAL SHANK DIAMETER
S. 16 TO 20 RINGS PER INCH
4. 0180 INGN RILL ROIWD HEAD DIAMETER
5. 2 INCH NAIL LENGTH
ROOF SPEATPING LAYOUT
AND ENDWALL BRACING
7 2'-0" E ENSIGN ® SER DR. �p1NOT USED FOR GABLE END FRAMING
$GALE: I/2'•1'-0' U
SPACES AT EACH END.
RAFTER EAMG
OR TRUBl,
ROOF SWEATN
cm ► '�
�-- -H
�. BUILDING LENGTH l
1 STICK BUILT WALL DETAIL
Nrs.
SP8 • EA. STUD TOP N
BOTTOM
PRE-ENb TRUSSES W/TRUSS
CONNECTOR UP TO 1,000
UPLIFT
DOUBLE TOP PLATE
SIMPSON META-24 • EA. JACK
2xS STUDS • IS' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN I' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END A NO MORE
THAN 11' O.C. STAGGERED
WINDOW SILL //CRIPPLES
16, O.C.
QDIA ANCHOR BOLT
16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON MSTAM-24 • EA.
JACK, SECURED W/
SPECIFIED ANCHORS
2XS P.T. BOTTOM PLATE
WINDOW OPENING
5 Cap T-STORY WALL
. . . . . . . . ,
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSB TO BE
STItl1CTURAL GRADE)
NOTE; TYP. EXT. SHEATHING ATTACHMENT
FOR SWEAR 4 UPLIFT GOAD. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT • OPENINGS
T/16' 088,
2X4
ISTM
PLATE PLA
2X4 DBL. TOP PLATE
2X4 STUD KW' O.C.
1/16. OSD.
1R' AD. W/ MIN.
I' EMBEDMENT
LOCATE 6'-8• FROM ENDS
AND 32' O.C. MAX,
TEXTURED FINISH
MTS-127�8'CMU
META-16
I.O.C. MAX.
WALL
PRE-ENGINEERED
TRUSS
KNEE WALL DETAIL
2 TO B C {
SCALE: I/2'•I'-O'
A SECURE 2x TO BLOCK
W/ (2) &' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
mccaer (MIN EMBED. 11.)
WITHIN 8' OF EACH
END AND B• O.C- MAX
SPACING.
GAD. SHEATHING OI
I' CDX PLYWOOD
�u cFENmG
WALL
6 ARCH WINDOW FRAME A SECTION
SCALE: I/i'.I'_m•
�SB RING SHANK GIN NAILS
• 6' O.C. IN FIELD
TYP. EXT. SHEATHING ATTACH -TENT FOR ROOF
SHEATHING (OAD. TO BE STRUCTURAL GRADE)
'8 2' DECK SCREWS - b'-8'
O.C. MAX • EDGES N 12' O.C.
MAX IN FIELD. UNTHREADED
'BHANC TO EMEND BEYOND'
TWICIQ.ESS OF SUB -FLOOR
SHEATHING
TYP, 3/4• TNG SW% -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE-ENG. TRUSS
DBL. 2X TOP PLATE
1/16• DAB.
2X BLOCKING -.
2X STUDS 16' O.C. MAX.-
2X BTM PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS
2X4 a TOP 4.
BOTTOM CONT.
W/ (5) 126 NAILS
HETA-16
BLK WALL
Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF. BLK
W/ 1/4' GAP FROM BLK TO OAD.
HORIZONTAL 2X SPR PBLOCKAT
ERIMETER OF OAD. TO PROVVIID LCONT. NAIL PATTERN
03 REMAINING AREA TO BE SHEATWED FROM DBL TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING • TOP OF LLOOD FRAMED WALL TO BE
STAGGERED MIN OF 16' FROM SWEET BELOW
® INSTALL ALL SHEETS WFACE GRAIN PARALLEL
TO STUDS
9 EXT. WALL SHEATHING
SCALE: I/1'.1'_O•
A E C N IT E C T 8
6
Design
Grou .2.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774 4078
www.abdoeigngroup.com
AA N: 0003325
WF
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may.
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SILVERADO
LOT 42
BLK 6
04128.000-04261
HOa�
4EAB
"1672— ARIA"
GABAGM B'WMWG:
RIGHT
PAGE
MISC.
DETAILS
150 MPH EXP. B
]DAM 10/19/17
SCALD 1/4"=1'-0"
elva T
D 2
FIBERGLASS SHINGLES
FIBERGLASS SHINGLES OVER
"30 FELT PAPER INSTALLED
PER FBCR R9052.1 ON
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACIN
FIBERGLASS SHINGLES
OVER '"30 FELT PAPER
INSTALLED PER FBCR
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
A R C N I T E C T S
IS PRESENT
IS PRESENT
OVER 030 FELT PAPER
O.S.B. SHEATHING OR �' GDX
R905.2.1 ON a' O.S.B.
INSTALLED PER FBCR
PLYWOOD SECURED PER
SHEATHING OR }' GDX
R9052.1 ON a' O.S.B.
f
FASTENER SCHEDULE
PRE -ENG GABLE TRUSS
PLYWOOD SECURED PER
PRE-ENG GABLE TRUSS
SHEATHING OR J' CDX
PLYWOOD SECURED PER
P.T. Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
GONT. 2x4 RAT RUN SECURE
FASTENER SCHEDULE
P.t. Ix2 W/ MtL. DRIP EDGE
CONT. 2x4 RAT RUN SECURED W/ (2)
12d's g EACH TRUSS
DCSIgt1
Grou
FASTENER SCHEDULE SEE ENERGY CODE FORMS
m
2x4 OR 2x6 ELEVATIONS
NS
PER ELEVATIONS
W/ (2) 12d's m EACN TRUSS
2x4 OR 2x6 SUB -BAND 0'
TO BE INSTALLED MID. POINT OF
P Inc.
PRE-ENG TRUSS FOR INSULATION R-VALUES
rYP.
VENTED ALUM, SOFFIT O.H.
TO BE INSTALLED o MID.
PER ELEVATIONS TYP.
TRUSS SPAN, OR 10'-0' O.G. MAX.
REAGAN BLVD.P.T.
GYPSUM BOARD OR }' HIG
POINT OF TRUSS SPAN, OR
OH
VENTED ALUM. SOFFIT
SEE ENERGY CODE FORMS
WOOD, FL_ WSTRENGTH
IX2 W/ MTL DRIP EDGE
CLG. BOARD
STIFFBACK (SEE SEALED
10'-0' O.C. MAX.
FOR INSULATION R-VALUES
Li44itLN.ONALD
407-77_07.2x4
OR 2x6 SUB -BAND
TRUSS ENG. FOR SIZE 4
ENERGY CODE FORMS'PER
STIFFBACK (SEE SEALED
GYPSUM BOARD OR
407-774-4078SEE
ELEVATIONS GONG. FILLED LINTEL BLK W/
CONDITION.)
FOR INSULATION R-VALUES
TRUSS ENG. FOR SIZE 4
HIGH STRENGTH CLG.
bdalgngroap.xmVENTED
000a32s
ALUM. SOFFIT (1) R5 REBAR CONTINUOUS
O.S.B. SHEATHING OR �'
CONDITION.)
BOASAx
-m
EMBED. STRAP VERIFY W/ TYP. PRECAST LINTEL
TRUSS PLAN o" SEE ENERGY CODE FORMS
CDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
SHEET
g GYPSUM BOARD OR }
HIGH STRENGTH CLG.
BOARD
r O.SB. SHEATHING OR il
GDX PLYWOOD. ATTACHED
PER FASTENER SCHEDULE
t 2x4 NAILER
2x4 • 24' O.C. m INTERIOR
FOR INSULATION R-VALUES
WINDOW ATTACHMENT AS
ON D5
1/8' TNIGK, 3 COAT
GONG. FILLED LINTEL BLK W/
ON SHEET D5
KNEE WALL
5/8 THICK, 3 COAT
PER MANUFACTURES
PORTLAND CEMENT PLASTER
(1) r5 REBAR CONTINUOUS
1/8 THICK, 3 COAT
CONC, FILLED LINTEL BLK W/
PORTLAND CEMENT
SPECIFICATIONS
OVER EXPANDED GALV'D
SEE ENERGY CODE FORMS
PORTLAND CEMENT PLASTER
(0 R5 REBAR CONTINUOUS
PLASTER APPLIED
METAL LATH ON FORTIF15ER
FOR INSULATION R-VALUES
OVER EXPANDED GALV'D
DIRECTLY TO MASONRY
PRECAST SILL
JUMBOTEX GRADE 'D' PAPER
PRECAST LINTEL
METAL LATH ON FORTIFIBER
PRECAST LINTEL
(1) 05 REBAR VERTICALLY
OVER TYvEK BUILDING WRAP
WINDOW ATTACHMENT AS
JUM50TEX GRADE 'D'
WINDOW ATTACHMENT AS
W/ CONC. POURED CELL
(REFER TO STUCCO SPECS
PER MANUFACTURES
PAPER OVER TYVEK
PER MANUFACTURES
Ix2 P.T. FURRING STRIPS
FOR COMPLETE INFORMATION)
SPECIFICATIONS
BUILDING WRAP (REFER TO
SPECIFICATIONS
m 16' O.C.
WEEP SCREED
PRECAST SILL
STUCCO SPECS FOR
COMPLETE INFORMATION)
PRECAST SILL
I
S' GMU
(SEE DETAIL 2)
(1) 115 REBAR VERTICALLY
WEEP SCREED
(1) #5 REBAR VERTICALLY
1/2' GYP. WL. BD.
SECURE GABLE TO 2x6 P.T.
W/ CONC, POURED CELL
(SEE DETAIL 2)
W/ CONC. POURED CELL
w l.:
WOOD BASE
PLATE W/ 126's 8' O.G. MAX
( Ix2 P.T. FURRING STRIPS
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d's O.G. MAX
Ix2 P.T. FURRING STRIPS
+D 16' O.G.
8'
ID 16' O.C.
SECURE 2x6 PT. PLATE TO
8' GMU
SECURE 2x6 PT. PLATE TO
a
BLK W/ }'x9' ANCHOR BOLT W/
1/2' GYP WL BD
BLK W/'x9' ANCHOR BOLT
8' GMU
w
x
ti
w
x
0
Kam,
c
ti
c
�
V
W/ 2' WASHER SET IN SIMPSON 1/2 GYP. WI_. BD.
2' WASHER SET IN SIMPSON WOOD BASE
L HIGH STRENGTH EPDXY 1' HIGH STRENGTH EPDXY 1' WOOD BASE
EMBED. MIN. B 32. OC MAX. EMBED. MIN. • 32' OC MAX.
%' THICK, 3 COAT ~�~ R THICK, 3 GOATTLAND CEMENT
►- +--z- -
PORTLAND CEMENT 4 PLASTER APPLIED I
1-STORY PLASTER APPLIED w
o DIRECTLY TO MASONRY
BLOCK WALL DIRECTLY TO MASONRY �� ,l._
1
SCALE: 3/4' =1' -O' ° NOTE; •
1—STORY GABLE PER FBCR 505.2.1 - FOR ROOF SLOPES 2:12 TO
1—STORY GABLE
1/16' OS.B. OR 'CDX W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
TYVEK BUILDING WRAP 1 A BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
FORTIFIBER BLDG PAPE y " SCALE: 3/4'=1'-0' 1 D BLOCK WALL 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
1 B SCALE: 3/4'=1'-0' PERMITTED BUT MUST BE PER ASTM D226 TYPE
GALv'D MTL. LATH 11, ASTM D 4869 TYPE IV, OR ASTM D 6151
TEXTURED
WOOD FINISH • WOOD
CONSTRUCTION Ye' TO % MID WALL
WEEP SCREED
2x4: ®
2x4: ®
2X4, CM
Z C-
SECURE TO BLOCK III/ 96'
TAPCONS OR DRIVE PIN
SECURE TO BLOCK IU
TAPC0N8 OR DRIVE PIN
SECURE TO BLOCK WN:
TAPCONS OR DRIVE PIN
iv
(MIN.SHANC SIZE .I45
(MIN. SHAW SITE .145
(MIN. SHANK SIZE
-. •
MIR HEAD SIZE 300
MIR HEAD 812E 300
.145
MIR HEAD SIZE 3"
MIR EMBEDMENT I Yx')
MIR EMBEDMENT I W)
MIR EMBEDMENT IYi )
S' GMU
WITHIN B' OF EACH END 1
WITHIN B' OF EACN END /
1
_
8' OC. MAX SPACING.
8' OC. MAX SPACING.
81
'' OC. MAX INC..
- 5/8' TEXTURED
FINISH R MASONRY
B• CMU
K' DRYWALL
1•X4' OR 1'X2' P.T. NAILER
Ak
2x6, ®
SECURE TO BLOCK W/2-3(N'
TAPCONB OR DRIVE PIN
NOTE, STRUCTURAL TX MJ81
❑ BE ON OUTSIDE 1 SECURED
2X6, CE93
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PIN ❑
NOTE: 9TRUCNRAL 2X MUST
2X6, CEO
SECURE TO BLOCK Wn-I/4' ❑
TAPCCNS OR DRIVE PIN
NOTE: BtIOICTURAL 2X I'AUBT
BE ON OUTSIDE 1 SECURED
THROUGH NON-STRUCTURAL
--
Ix4 P.T. OR VX4' MIN. SECURE
THR FRAME
(MIN. SHANK SIZE U45
MIN. HEAD SIZE 30+0
THROLI.W NON-STRUCTURAL
9�(I.. TAPCON MIN. 1-Y.'
(MIN. SHANK SIZE J48
MIK HEAD eUE 900
BE ON OUTSIDE 1 SECURED
THROWN NKN-STRUCTURAL
(MIN. SHANK SIZE .145
MIK HEAD 812E 300
V TAPCON MIR I•Y •
EMBEDMENT INTO BLOCK
WEEP SCREED
1 EXTEND 1-Y.•
INTO BLOCK W/ %' TAPCONS
❑
MIN. EMBEDMENT I Yx'1
WITHIN 1
BTMBEDMENT INTO BLOCK
MIR EMBEDMENT I Yi)
a.' TAPCON MIN. I-y'
MIR EMBEDMENT I Y4)
DETAIL @ WOOD T O
OR DRNE PIN
(MIN. SHANK SIZE .I45
S' OF EACH END
8' OC. MAX SPACING
B' CMU
JS' DRYWALL
WITHIN 8' 6 EACH END 1
8' OC. MAX SPACING
EMBEDMENT INTO BLOCK
B• GMXI
WITHIN B' OF EACH END 1
Is, OL. MAX ePACING
B GMU
Yt DRYWALL
MIK HEAD 811E 900
MIR EMBEDMENT
2XB, ®
SECURE TO BLOCK W/T-�i1N'
I'X4' OR I'X/t' P.T. NAILER
SEC. ®
SECURE TO BLOCK W/t-i(N'
IS' DRYWALL
SECURE TO BLOCK WA-1/4'
SE
I'X4'.6 I'X4 P.T. NAILER
O CONNECTION N
WITHIN B' OF, EACH END 1 8'
E
DR DRIVE PM
D' OBE. X 4' MIN
DR DRIVE PIN
OR I•X2• P.T. NAILER
OR DRIVE PIN
76N' O)3B. X 4' MIR
2
OC, MAX SPACING
(MIR SWAM
(MIR BNANK SIZE .KS
DOOR CASING
(MIN. 811ANC SIZE .I45
(MN SHA
DO
DOOR CARING
(MIN. SHIN4K 817E .149
(MIN SHANK
DOOR CASING
SCALE: 1 1/2' = I'-0'
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO TX PER
MIR HEAD 817E 300
MIN. EMBEDMENT I Y')
WTHM IE CP EACH END 4
DOOR JAMB OR WINDOW
ATTACH TO TX PER
MANFACTURE9 DETAILS.
MRL HEAD SIZE 300
MIN. EMBEDMENT I W)
WITHIN e' OF EACH END 7
DOOR JAMB OR WINDOW
ATTACH TO TX PER
MANkFACTIIREB DETAILS.
MIK HEAD SIZE 3I 0
MIK EMBEDMENT I Y:)
WITHIN B' OF EACH END 1
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MAKiACTURES DETAILS.
8' OC. MAX SPACING.
8' OC. MAX SPACING.
8' OC. MAX HALT..
MANFAC111RE9 DETAILS.
NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )W)
NOTE, SHIM AS NEEDED
TO PLUMB JAMB (DO NOT EXCEED)')
NOTE SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ) •)
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +3/4 OR +5/4
DOOR JAMB
TO BLOCK +i-15/16"
DOOR JAMB TO BLOCK +3"
DOOR JAMB TO BLOCK +3-7/16"
%) WINDOWTO BLOCK +3/4 OR +5/4
CL
rt, WINDOW TO BLOCK +1-15/16"
WINDOW TO BLOCK +3"
L'
�1 WINDOW TO BLOCK
v
+3-7/16"
SCALE:
SCALE: I'.I'•0'
SCALE: i'.I'-0`
SCALE:
2x4: ®
2X4: ®
2x4: ®
2X4:
SECURE TO BLOCK W/'1{N'
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/',KN'
TAPC," OR DRIVE PIN
SECURE TO BLOCK UW:
TAPCCNS OR DRIVE PIN
aulwiv. a. x o
SILVERADO
LOT 42
BLK 6
PRojwT#►
04128.000-04261
moDmx1c
4EAB
"1672—ARIA"
GARAGM B'WX NO:
RIGHT
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
(MIR SWANK SIZE J45
(MIR SWANK SIZE JO
(MIR SWANK SIZE MS
(MIR SHANK SIZE J45
MIR HEAD SIZE 300
MIR LEAD SUE 300
MIR HEAD SIZE 300
MIR HEAD SIZE 300
ARCHITECT:
MIR EMBEDMENT I W)
MINBY) . EMBEDMENT I '
MIR EMBEDMENT I Y')
NOTE: BTRUCNRAL 2X MUST
MIR EMBEDMENT I Y:)
STATE OF FLORIDA
WITHIN e' CF EACH END 1
8' OC. MAX SPACING.
WITHIN B' CF EACN END /
8' OC. MAX 9PACttJC=
WITHIN B' OF EACH END 1
8' OL. MAX SPACING.
BE ON OUTSIDE 1 SECURED
8'' OC. C. MAX SPACWY 1
2X6: ®
2X6: 'LEfl
2X6: ®
THROUGH NONI STRUCTURAL
N MkT. 1-Y'
2X6: CM
SECURE TO BLOCK W/Z•1(.•
TAPCONS OR DRIVE PIN
(MN. SHACK SIZE .M5
9ECltllE TO BLOCK W/2-?f(N'
TAPCONS OR DRIVE PM
(MIN. SHANK SIZE 145
❑ NOTE: STRUCTURAL IX MUST
DE ONOUTRIDE 1 SECURED
TWRIPUGG.W NCN•STRICTURAL
SECURE TO BLOCK W/J-$f>' ❑
TAPCONS OR DRIVE PIN
(MIR SHANK SIZE J45
E EDME
EMBEDMENT INTO BLOCK
B• QMII
SECURE TO BLOCK W/1-V4'
TAPCONS OR DRIVE PM
(MIN. SHANK SIZE .145
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE / SECURED
O
MIR HEAD SIZE 900
MIN. HEAD SIZE 300
%' TAPCLN MIK I-Y•'
MIR HEAD SIZE 3"
K' DRYWALL
MIK HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIR EMBEDMENT I119
MIR EMBEDMENT I Y:)
EMBEDMIENT INTO BLOCK
MIN. EMBEDMENT I Y')
1'X4' OR VX2' P.T. NAILER
MIK EMBEDMENT I Y:)
%- TAPCON MIR I-)l
WITHIN B' OF EACH END 1
W TH N B' CF EACH EMD 1
B, CMN
WITHIN 8' OF EACH END 1
WITHIN B' EACH END 1
EMBEDMENT INtO DLCCK
8' O.C. MAX SPACING.
B' LT'9J
® 1$' DRYWALL
V OC. MAX SPACING.
2 ' ®
1$' DRYWALL
1'X4' OR I'X2' P.T. NAILER
IS' OC. MAX SPACWf
2�' ®WITHIN
2NO 2X SECURE TO
STRUCTURAL MEMBER W/(2A2d
S' OF EACH END 1 b'
8' OL. MAX SPACING.
2XB, ®
B' CMU
15' DRYWALL
SEGIRE i0 BLOCK W/2-
SEC
TAPCONS OR DRVE PIN I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PM
1' P.T. X 4' MIN.
SECURE TO BLOCK WP�NP_-
TAPCONB OR DRIVE
TO S' O.C. MAX
SECURE i0 BLOCK WPIN
TAPGONB OR DRIVE PM1'X4.
OR I'X2' P.T. NAILERMIK
SHANC SIZE AS DOOR CASING
(MIN. SHANK SIZE.145
DOOR CABIN.
(MIK SWAN, SIZE .145
DOOR CASING
(MIK SHANK SIZE J45
I' P.T. X 4' MIK
AR �%DOOR
MM. HEAD SIZE 300
JAMID OR WINDOW
MIN. HEAD SIZE 300
DOOR JAMB OIR WINDOW
MIK HEAD SIZE 900
DOOR JAMB OR WPJDCU
MIK 1EAD SIZE 300
DOOR CASINGHIN
EMBEDMENTIY') MM.EMBEDMENTI Y') MIN. L•MIBEDMENt I Y') MIK EMBEDMENT AitACNTO 2X PER ATTACH 70 2X PER ATTACH TO 2X PERWITHIN 8'OFEACH END1WITrIM B• OP EACH END 1 WITHIN B' Or EACH ENWITHIN B' OF EACH END 1 DOOR JAMB OR WIWDCW
8' OC. MAX SPACING. HANFAC7URE8 DETAILS.
8' OL. MIAX SPACING.
MANFACTUIEB DETAILS.
8' OC. MAX SPACING.
MANUFACIURE6 DETAILS.
18' OC, MAX SPACING,
ATTACH TO 2X PER
PRINT
MANUFACTURES DETAILS.
DATM 10/19/17
NOTE, BRIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED V)
DOOR JAMB TO BLOCK +1-1/2"
NOTE, SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ):)
DOOR JAMB TO BLOCK +2 1/4"
NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.')
DOOR JAMB TO BLOCK +3"
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ).')
DOOR JAMB TO BLOCK +3 3/4"
SC.AL7iT 1/4"=1'-O'
sue,
SED
WINDOW TO BLOCK +1-1 2" /n1 WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3" �t71 WINDOW TO BLOCK +3 3/4"
I)N�
B SCALE 1•.1'-0'
L SCALE I'.I'-0'
(: 1 SCALE, 1'.I'-0'
11 SCALE: I'.P_0•
` ^
`e��
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'305.2.1 ON a' O.S.B.
SHEATHING OR %' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR J'
CDX PLYWOOD.
ATTACHED PER FASTENER
SCHEDULE ON SHEET D5.
1/&' THICK, 3 COAT
PORTLAND CEMENT
PLASTER OVER
EXPANDED GALV'D
METAL LATH ON
FORTIFIBER JUMBOTEX
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK I'-4' MIN.
FROM 2ND FLR LINE
2x4 CONT. 6 TOP AND BT.
OF FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF
2ND FLR, BTM. 2x4 IS FOR
WALL SHEATHING NAILER)
FASTEN EACH 2X4 RIBBON
W/ (5) 12d NAILS A EACH
TRUSS. BTM. RIBBON TO BE
P.T. —
WEEP SCREED
(SEE DETAIL 2/D3)
EMBED. STRAP VERIFY
W/TRUSS PLAN
V THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
1 FLOOR FRAME
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
J' GYPSUM BOARD OR I'
HIGH STRENGTH CLG.
BOARD
TWIST STRAP VERIFY W/
TRUSS PLAN
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPEC IF ICAT IONS
WINDOW SILL
2x STUDS 0 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1)'5 REBAR CONTINUOUS
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
CU S REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
0 16' O.C.
6' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R5052.1 ON a' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND PER
ELEVATIONS
VENTED ALUM. SOFFIT
STIFFBACK (SEE SEALED
TRUSS ENG. FOR SIZE 4
CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'x6' THRU-BOLTS a 32' O.G.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 126's 8' O.G. MAX
OR
SECURE GABLE TO DEL TOP
PLATE W/ SIMPSON HTC4 ® 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR 1' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
1/8' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALv'D METAL LATH
ON FORTIFIBER JUM50TEX
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST NOT
BREAK 1'-4' MIN, FROM 2ND FLR
LINE
2x4 CONT. o TOP AND BT. OF
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BTM. 2x4
IS FOR WALL SHEATHING
NAILER) FASTEN EACH 2X4
RIBBON W/ (5) 12d NAILS
EACH TRUSS. BTM. RIBBON TO
BE P.T.
WEEP SCREED
(SEE DETAIL 2/D3) '
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY GABLE 1I
FIRST FLOOR
BLOCK SECOND �e
1 A FLOO R FRAME
SCALE: 3/4'=I'-O' a ��
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's * EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R-vALUES
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
WINDOW SILL
2x STUDS s 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-vALUES
J' T 4 G SUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
I' GYPSUM BOARD OR J'
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK W/
(1) 115 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
o I6' O.G.
6' CMU
1/2, GYP. WL. BD.
WOOD BASE
2x STUDS a 16' O.G. MAX W/ gl O.S.B. SHEATHING OR %' CDX 2x STUDS is I6' O.G. MAX W/
LYWOOD. ATTACHED PER
INSUL., SEE ENERGY CODE INSUL., SEE ENERGY CODE
FASTENER SCHEDULE ON SHEET
FORMS FOR INSULATION OS FORMS FOR INSULATION
R-VALUES R-vALUES
1/6' THICK, 3 COAT PORTLAND
7 t G SUBFLOOR GLUED CEMENT PLASTER OVER �' T t G SUBFLOOR GLUED
AND SCREWED AS PER EXPANDED PLASTER
METAL LATH AND SCREWED AS PER
FASTENER SCHEDULE ON FORTIF15ER JUM50TEX FASTENER SCHEDULE
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
NOTE:
PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
II, ASTM D 486S TYPE IV, OR ASTM D 6151
3/4' T 4 G SUBFLOOR GLUED
STUCCO SPECS FOR COMPLETE
AND SCREWED AS PER
INFORMATION)
FASTENER SCHEDULE ON
2x4 CONT. to TOP AND BT. OF
SHEET D2
FLR TRUSS (TOP 2x4 SUPPORTS
BT PLATE OF 2ND FLR, BTM. 2x4
PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE_ENG FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W/ (5)
FASTEN EACH 2X4 RIBBON W/
(5) 12d NAILS s EACH TRUSS.
SIMPSON HETA-16 EMBED. 12d NAILS o EACH TRUSS. BTM.' GYPSUM BOARD OR
BTM. RIBBON TO BE P.T.
STRAP s 32' O.C. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG.
PRE-ENG FLOOR TRUSS
W/ TRUSS PLAN WEEP SCREED BDARD
(SEE DETAIL 2/D3)
(INSTALL PER MFG. SPECS)
—
I' GYPSUM BOARD OR �' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/
HIGH STRENGTH CLG, BOARD W/ TRUSS PLAN (1)05 REBAR CONTINUOUS
CONIC. FILLED LINTEL BLK W/
5/s' THICK, 3 COAT PORTLAND
(1) 45 REBAR CONTINUOUS
CEMENT PLASTER APPLIED
DIRECTLY TO MASONRY
RIBBON
FLOOR CONNECTION AT PARALLEL/
FASTENING DETAIL
/--G� � \PERPENDICULAR PRE—ENG FLOOR TRUSS
2A SCALE: 3/4'.1'-0'
2 SCALE: 3/4'=I'-0'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
"052.1 ON a' O.S.B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
W0" UPLIFT —
CONNECTOR
2x6 SYP 02 —
DBL TOP
PLATE
WALL
SHEATHING
2x6 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
SOLE PLATE
S REBAR o 16'
CCONCRETEN
POURED CELL,
VERIFY PER
PLAN.
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-vALUES z w
1: IL zQ
coO
WALL 1-
SECTION
WOOD
FRAME TO F
I LOCK WALL m °
EXTERIOR WALL STUDS
(WALL SHEATHING NOT
SNOUNI FOR CLARITY)
FASTEN STU
DS TO BLOCK WALL
WITH LISP MSTAAS STRAP WITH
FASTENERS AS BHOEN. INSTALL
STRAP • EA END (UN.0) N
SPACE STRAPS AS FOLLOWS,
410 MPH 'C', 32' O.C.
-*0 MPN 'C., 32' O.C.
-50 MPH 15', 46' O.C.
-WO MPH 'C' 4W O.C.
TOP OF STUD WALL
_
7
TOP OF _
MA9ON�WALL
CM BLOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR }'
HIGH STRENGTH CLG,
BOARD
SIMPSON
SP2 m EA.
2XS STUD
k DRY WALL
%' DIA ANCHOR BOLT
AT 16' O.G. MAX WITH 1'
EMBEDMENT AND 2'
DIA, WASHER
SIMPSON SPI
s EA. 2X6
STUD
(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1) 05
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
to 16' O.G.
6' CMU
1/2' GYP. WL. BD.
(1) 04 CONTINUOUS REBAR
WOOD BASE
04 REBAR 46' LONG
W/6' HOOK ,3 24' O.C.,
MIN. 24' IN SLAB
21-0" (MIN.
IN SLAB)
4' CONC., REINF, W/ 6'x6'
WIAXWIA0 WWM ON 6-MIL POLY
ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
TERMITE TREATMENT SHALL BE
BORA-CARE
(3) 05 REBAR ON CHAIRS
— 2'-0'
PLACE STRAPS SPACED
AND FASTENED AS
SHOLLN WITH ONE
ADDITIONAL STRAP AT
EACH WINDOW KING STUD
MIN (10) 10d COMMON NAILS
INTO STUD (0.148 DIA X 1 1/2'
LONG)
FILL ALL REMAINING STRAP
HOLES W/ 106 NAILS INTO
WOOD BACKING.
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CM BLOCK WALL
CONNECT BOTTOM OF
STRAP TO CM BLOCK WALL
W/ (T) 3/I6' DIA. X 1-1/4'
LONG TAPOON MASONRY
SCREWS
EXTERIOR STUD WALL CONNECTION
. TO FIRST FLOOR MASONRY WALL
A R C N I T E C T•
6
Design
Grou ,�..
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.abdosigngroup.com
AA N: 0003325
ti
x
a
E
0
y
0
F
0
EIVSDIV. A. Z(O1`.
SILVERADO
LOT 42
BLK 6
rmoJmT#
04128.000-04261
moamu
4EAB
"1672—ARIA"
GARAGIC ewirm:
RIGHT
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
ARCHITECT:
STATE OF FLORA
20
DA 10/ 9/17
SCAUD 1/4"=l'-0"
emomm
D4
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3) 1-3/W TAPCON
OR DRIVE PIN (MIN SHANK SIZE.H49
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/41)
0' FROM EACH END AND W' �
O.C. MAX MIN I•I/d' EMBEDMENT?
2 X 6 (MIN 2 X 3) 2-3/W TAPCON 8?
OR DRIVE PIN (MIN SHANK SIZE.M9
MIN HEAD SIZE 300
MIN EMBEDMENT 11/4')
a' FROM EACH END AND V
O.C. MAX, MIN I•V4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2.3/16 TAPCON
OR DRIVE PIN MIN SHANK, SIZE.149
MIN HEAD SIZE 300 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 V4') SECURE TO 9HEATHNG W/
MIN. 2.12d PER BLK EA. END
S' FROM EACH END AND IS
OG. MAX. MIN 1-1/4' EMBEDMENT l/16' COB SHEATHING
CMU WALL
ARCHWAY DETAIL
OBL. TOP PLATE
2X4 W'OL. MAX
SECURE 2X4 TO
WOOD W/2-12d • 6'-a,
O.C. STAGGERED
PIN MIN SHANK, SIZE
.149 MIN NEAR SIZE
300 MIN.
EMBEDMENT 1)2` WIN
e' EA. END NOT TO ARCHWAY
EXCEED IS' O.C.
MAX
2X4 SOLID BT. PLATE
BLOCKING SECURE IR' PLYWOOD.
TO SHEATHING WITH OR 1/16` OUlB.
MIN 242d PER BLK
EA, END
EXTERIOR ARCHWAY
`') SCALE: 1/1'•I'-0•
l.(6 OSB. OR IT PLYWOOD aHEATHING
IQ. 30 SLOG FELT
0 24. WOE 26 GA GALVANIZED METAL
FLA914ING
MIST ADD DBlO, 36' WIDE AND
AND MOT BE A MIN 24' WDE METAL.
0 FIBERGLASS SNIMGLES
TR10S
IR' COG. EHOARD 4 1EXT.
SIMPSUgP4
2X4 DBL. TOP PLATE
s
SIMPSON SP4
• 32' O.C.
1/2, DRYWALL
OL.
2X4 WOOD STUDS •I6' O.C.,
UN,O. CN TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
.2X4 PT. PLATE
SIMPSON SP4
92' O.C. MAX
1/2". AB, 32' O.C.
:NC. SLAB
W. CONT.
1-STORY
I INT. BEARING WALL
7 SCALE: 1/!'•1'-0'
NOTE: FOR UAALL9 WINO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
DBL. TOP PLATE
2X4 16' OG. MAN
SECURE 2X4 W/ 2-%
NB TAPCOOR DRIVE PN
(MIN. SHARK SIZE ,H9 MN,
HEAD SIZE 300 MIN
EMBEDMENT I V WIN 8'
EA END NOT TO EXCEEC
IS' OG. MAX
2X4 SOLD
BLOCKING SECURi
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA ENE
PRECAST IEADERMIN)
2 X 4 (MIN 2 X 3) 1-11/I6 TAPCON
OR DRIVE PIN MN SHANK SIZE.149
MIN HEAD SIZE 300
INEMBEDMENT 1 1/41)
e' FROM EACH END AND IS'
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 1, (MN 2 X 3) 2-3/I6 TAPCON
OR DRIVE PIN (MIN SHAW 612E.149
MIN HEAD SIZE 300
MIN EMBEDMENT 1 I14')
8' FROM EACH END AND 18'
O.C. MAK MIN 1-V4' EMBEDMENT
2 X 8 MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN MIN SHANK SIZEMS
MN HEAD SIZE 300
IA 09B BHfATHINCs
MN EMBEDMENT 1 1/4')
2,4
8' PROM EACH END AND E'
(WEN OVER W' IN HEK•HT)
O.0 MAX. MN 1.1/4' EMBEDMENT
2X4 SOLID SLOGGING —
SECURE TO SHEATHING W/
MIN 2-Dd PER ELK EA END
ARCHWAY DETAIL
n16 AND UP
SCALE: 1/i'•I'•0'
CLOSED VALLEY FLASHING DETAIL
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS W' CC- MAX,
U ON.
I' T 4 G SUBPLOOR GLUEC
AND SCREWED AS PER
FASTENER SCHEDULE
1ST FLOOR STUDS TO
2NO FLOOR STUDS
SIMPSON MSTA-36 • 32'
O.C. MAX
tlSI1.SP4..'OC.MAX
PFE-ENG FLOOR TRUSS
D
OUBLE TOP PLATE
2x4 CONTINOUS STRESSBLOCKING MID WALL
2x4 STUDS • IW O.C. MAX,
UOX
1/1'GTP. WL. BO.
SECURE ST. PLATE TO SLAB
W/ I'x9' ANCHOR BOLT W/ 2WASHER SET IN SIMPSONHIGH STRENGTH EPDXY 1'EMBED. MIN.
%o1INT. 2-STORY LB.W.
SCALE, IR'•I'-0'
PRE -ENE+ TRUSSES OR
CONY. FRAMED RAFTERS
J} OBB. SHEATHING OR I'
COX PLYWOOD SECURED
PER FASTENER SCHEDULE
2x4 BLOCKING UNDER
WALL STUDS 801RE
BETWEEN TRUSS BAYS W/
(3) 12d'G EACH END
2x DOUBLE TOP PLATE
STUDS • 16, O.C.
MTS-12 • EVER STUD
2X4 SIT. PLATE
DORMER
9 ATTACHMENT
SCALE, I/2'•I'-0'
DBL. TOP PLATE
SECURE 2 X RIP TO FIT
W/2-12d8 b'•S' O.C. MAX.
1/9' TEXTURED FINISH
l/16' 088 SHEATHING
2 X 4 W' O.C. MAX
(WHEN OVER W N HIEGHT)
2 X 4 (WI -RN OVER WIN HIEGHIT)
I/4' TEMPERED MIASONITE
GLUE 4 NAIL W8d'S 8'•12' O.C.
IF NEEDED,
2 X SOLID BLKG • ARCH
SECURE W/2-12d EACH END
ATTACHMENT PER
MANUFACTURER'S SPECS.
MTL WDW FRAME
MOTE, NO GAP • UOW FRAME
TO EXCEED 1/4'
/-A'\AR CUTAWAY TAIL
2 X 4 (MN 2 X 3) 1-3/I6 TAPCON
OR DRIVE PIN MN SHANK SIZE.149
MIN HEAD SIZE 300
MIN EMBEDMENT I V4'1
a' FROM EACH END AND 18'
EXISTNG BLK ABV.
O.C. MAX MIN 1.1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X b (MIN 2 X 3) 2.3/I6 TAPCON
1/8' TEXTURED FINI8H
OR DRIVE PIN MIN SHANK SIZEAS
MIN HEAD SIZE 300
1/16' 085 SHEATHNG
MIN EMBEDMENT 1 114')
S.FROM EACH END AND W'
2 X 4 W' OC. MAX
OL. MAX. MN I•I/4' EMBEDMEM
(WHEN OVER W' IN WEIGHT.)
2 X 4 (WHEN OVER W'
2 X 8 (MN 2 X 3) 2-3/I6 TAPCON
W' IN HEIGHT)
OR DRIVE PIN (MN SHANK, SIZE.149
MN HEAD SIZE 380
MIN EMBEDMENT 1 V4')
2 X SOLID BLKG • ARCH
SECURE W/2-12d EACH END
6' FROM EACH END AND 18'
ATTACHMENT PER
O.C. MAX. MIN I-V4' EMBEDMENT
MANUFACTURER'S SPECS.
MTL WOW FRAME
V4' TEMPEI�D MASONITE
MOTE: NO GAP • WOW RRM"IE
GLUE 4 NAIL W/8d'S 8'-12' 0r—
TO EXCEED V4'
IF NEEDED.
ARCHWAY DETAIL
rpm CUTAWAY
L SCALE: IR'•I'-0'
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOILN FOR
CLARITY (SEE
SHOP DLLGSJ
EXTERIOR WALL
SHEATHING (SEE
NOTES) FASTEN EACH STUD
TO DBL. TOP PLATE
W/ USP 5PT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
6OF EXTERIOR WALL
SCALE: NT9
ASPHALT SHINGLES OVER
-W FELT ON 1/I6' 0.5.5,
PRE-EN-G GABLE TRUSS
SPF STIFFBACG
(SEE SEALD ENG. PACK FOR
SIZE
4 CONNECTION)
2.4 SPF BLOCKING BETWEEN TRUSSES
WHERE 'X' BRACNG IS PRESENT
`CONT. 1,4 SPF RAT RUN '
SECURED IW (2) 12d'G • EACH
TRUSS
0) 2.4
•Z S.Y,P. DIAGONAL BRACE W/ (3)
0d'G • EACH TRIM (DIAGONAL
X-BRACING TO COVER S-TRUSSES
I' GYPSUM BOARD OR I'
NIGH STRENGTH COG.
NOTE: BOARD
DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0. TO 30'-0' (U X-BRACE
30'-I' TO 60'-0' (3) X-BRACE (U X-BRACE • CENTER AND (2)
BRACE DIVIDED EQUALT FROM CENTER TO END
10 GABLE X-BRACING
SCALE: V2'•I'-0'
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) I" GUN NAILS
Ixb COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4)1" GUN NAILS
2x RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2112d NAILS OR
(3)11 CAN NAILS • EA. TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
PRE-ENG. TWOS
ALTERNATE CONNECTION �1 C NV. FRAMED ROOF
MOTA-24 RAFTER TO MIME SCALE: V2'•I'-0'
BETWEEN TRU8SE6
V-0' TO 30'-0' el) 'A'BRACE
30'-I' TO 60'-0' (3)'X' BRACE
(I 'X' BRACE s CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
•30 FELT ON 1/I6' CAB.
(2) 2X4 •2 SYP DIAGONAIL BRACE
W/ 3-12d EA TRUSS ( DIAGONAIL BRACE
TO COVER S-TRUSSES
2X4 BLOCKING WHERE 'X' BRAC AING
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SPF STIFFBACK
(WE SEALO ENG. PACK FOR
SIZE 4 CONNECTION)
caw-IQMI
1/16, O8B SHEATHING TRUSS 24' oa
USE Bd NAILS AT
4' o.C. EDGE 4 6' — FIELD
U1 3/g g qG y 1/2' CLG. BOARD
2X4SI /Mp80N META-24 i &oo'5zM NAIL CON(, RAT . E . T
Oft TRUSS W/ (2) Cd � EA TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
SHEATHING NAILING TO BE
6' OG. IN FIELD DBL TOP PLATE
4. O.C.-ALL EDGES W/ed NAILS 2X4 STUD W' O.C. MAX,
n2-STORY GABLE END CROSS BRACING
SCALE: 1,12'.T-0-
• IIl9 UPLIFT
SIMPSOM HTSMI20
W/10 IOd TO TRUSS
AND (4) 1/4' x 2 I/4'
TAPCONS TO CONY
POURED LINTEL
• 2350 UPLIFT
(2) SIMPSOM 14TOM O
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
UVIO 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
PRE-SING TRUSS
CONTINUOUS
BOND BEAM
TAP CONE
MIN. 2' COVER
2' APART
�21TRUSS ACHORNRETROFIT
N.TS
12" Z
FINISH o LANDING
*2X&P
D FF.
Z
CL
1
Ik 36" 1'9iN. FINISH
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED THRU 3/4'
FINISH w LANDING PLYWOOD INTO
3/4' PLYWOOD F;-- 4'CH STRINGER
LESS THAN 4' TYP.
3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD
ETWEEN SPINDLES
REINFORCED W/2X4 SFIFOR CUT TO FIT
R JOIST
w/GON7, BEAD of IXs RISER
SUB -FLOOR ADHESIVE 10,
PL-400 OR SIMILAR o
z HAND RAIL
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER V
W/l3Y:B 3' SCREWS 0 EA
1) a
4
STRINGER, UNTHREADED SHANK
1/2' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
IXIO TRIM
NOTE:
I' NOSING TYP,
STAIRS RISERS TO CONFORM
TO FBCR 5TH EDITION (2014)
MIN. TREAD 10', MAX. RISER �-3/4' (3) 10d GUT NAILS
3/I6' MAX. VARIATION IN RISERS/TREADS
m Q
ADJACENT TO EACH OTHER SLEEPER INTO
SLAB
3/5' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 1 3/4' --1/4'OR PROVIDE EQUIVALENT
GRASPABILITY 3 STAIR
SECTION DETAILS
WINDERS- MIN. rc' WIDE o NARROW END
MIN. 11' WIDTH * 12' FROM NARROW END
34' MIN. HANDRAIL HGT.
wpmFA I T e e r s
6
Design
Grou �R�.
L44i N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7748018
FAX: 407-774-4078
www.abdesigngroup.can
AA #: 0003325
y
C�a
W
V
V
O
F
CF
C
BVSDIN At W7
SILVERADO
LOT 42
BLK 6
PROJRC"
04128.000-04261
MODMX&
4EAB
"1672— ARIA"
GARAGR 8wING:
RIGHT
PAGR:
MISC.
DETAILS
150 . B
DRENIT
A 10/19/17
8CAIM 1/4"=V-0"
elazsa'
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 10446-R4
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-R3
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-R2
USP STRUCTURAL CONNECTORS
STRUCT CDMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-R1
USP 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 172"
FL 6223-112
FL 17236
LISP 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-R5
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-R2
PLYGEM
SLIDING GLASS DOOR
-
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-R3
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-R4
MI WINDOWS & DOORS
SINGLE HUNG
2014 FBCR
12/31/2017
FL 13349-R4
MI WINDOWS & DOORS
SLIDING GLASS DOOR
2014 FBCR
12/31/2017
FL 15333-R2
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15076-R3
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-R5
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758-R6
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
FL 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/OV2018
FL 13192-R4
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-R3
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01./01/2018
FL 13265-R2
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 4103-R8
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
FL 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-R8
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 N I r E C r s
5
Design
Grou .2..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407.7744078
www.abdesigngroup.com
AA N: 0003326
susDIV. as LOT:
SILVERADO
LOT 42
BLK 6
PROJWT#
04128.000-04261
MoDSIs
4EAB
"1672-ARIA"
GARAGM 8WING:
RIGHT
PALM
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
P � D10/19/17
SCAXJk 1/4"=1'-0"
8IZIECT
6LJ
PREFORMED CONTROL JOINT
FLANGE OF CONTROL JOINTS TO
ISE WIRED TIED TO LATH • S'
O.C. MAX (VERTJ. NOTE, DO
NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/
w LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT
DURING INSTALLATION --
FASTENED TO BE SPACED
• 1' O.C. MAX VERTICALLY
A
►m//I
ffmI
i' THICK, 3 COAT CEMENT
PLASTER
WRE, LAYER -2, FORTIFIBER
EWLOWG PAPER
APPROVED METAL LATH
FASTENED aT' (VERTJ O.C. MAX
AT SUPPORTS
Ulm LATER el,
STUCCO WRAP
WOOD SHEATHING
life ASTM C06 13 /
I
PROVIDE
\
0
PLACED FLAT MAX W TO 8'
.1m.0
\
FROM CONTROL JOINT W-EN
FASTENED OR FLATH TO BE NAILS O F �_
CONTROL JOINT FALLS ON
i STRUCTURAL STUD
SAPLES IN COMPLIANCE W/ ASTM CI063
. WIRE TIES TO BE (NO. 18) 0,V415' WIRE
1. BLOCKING SHOWN MAY BE IN ADDITI( Mk \
'O WALL STUDS REQUIRED PER PLAN /
OL FOLD NWs.ISD . PT. A
grow
I
OL FOLD NWARD - PT. A
_. caRaeE .1'K. B
FOLD
a 4Y
OL BOLD saagl®e ® L FOLD NWI®e I- A
P.A
2. plEAEE . M. D
2. CRlAED • PT. D
9. CREASE . R. L
3. CREASE . PT. C
A TOLD PT. C OVER T.
13 TILL PT, C TOUC4E8
BOTTOM R-A.JPL
I uD
FLANM WATER TIGHT
Ell
h2TC
i' THICK, 3 COAT CEMENT
RASTER (PRAM, la' 2 COAT
I Y,��'�i i�•j'fiN
f•
DRa� EDGE' OVERLAP )V
EXTEID N' BELOW
8411 MCHANICALLY
FASTEN 4' OC. MAX
BUILDING PAPER (Pit" OALY)
WRB LAYER AI,
STUCCO WIRAP(FRWL� ply)
LAP LAYM OF DWLDN3 II.RAP
OVER W LM6 PLANES, STOP
WRB 11P ABOVE
SHN6LE8 RRAp Y)
PRAMS OR CHU
Exremom
S "ALL. PLAaHNG
KICK -OUT PLASHa03 (SEE
DETAIL)
NOTE.
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
6' r. VERTICAL LAPS (ROLL
ENDS) 4 6' a HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
WITH FORTIBER SHEATHING TAPE
/ N. LAP METAL LATH \
LATH VERTICAL LAP TO BE I'
n non
IT METAL LATH
I
UARB LAYER 1,
STUCCO WRAP
6 MIN PAPER LAP DELdU ONLY . / I
UM LAYER 4, FORTIFIBER
\ BUILDING PAPER
i JI
I /'
2 r;�VAFER LAP
SCALES I I/2's l'•®'
® KICKOUT
DETAIL
�I
.ten\ II
PNETALL KICKOUT
AT BOF Rom Rom 1
WALL emtlaeCTlpB
WATER TIGHT SEAL (III OR
SOLDER, DQNOTCWT
VERTICAL LATH
& PAPER DETAIL
NOTE,
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBER.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 0m415-IN. (121-MIN)
WIRE AT INTERVALS NOT
MORE THAN S' (225-MMI.
AS PER ASTM CI063
1.0.1.
FOR REPAIR OF TEARS
IN WRB LAYERS, TEARS
MAY BE PATCHED
WA4CUSE WRAP TAPE
PER MANIP. SPEC. OR
PEEL 4 STICK
ROOF
i' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WIM LAYER a1, FORTIFIBER
BUILDING PAPER
WRB LAYER'(,
STUCCO WRAP
(LOOD SHEATHING
WOOD
SHEATI
BUILDI
PAPEF
STUCCI
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR CMU
WRB LAYER a1,
STUCCO WRAP (FRAME ONLY)
9' THICK, 3 COAT CEMENT
PLASTER(FRAME), 1/2' 2 COAT
CEMENT PLASTER (CMU)
METAL LATH (FRAME ONLY)
LAP WRB d TAPE OVER
RO AUALL SCREED
5'X5' 'L' TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL,
INSTALL WITH ROOF CEMENT
ROOF PER ELEVATIONS
O"L" FLASHING
N.T.S.
4'x4' SELF -ADHERING MEMBRANE
FLASHIW.MA (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'
APPROVED HOUSE Wil
I. OR LESS PIPE
PENETRATION
CUT AND OVERLAP ONE SIDE 17 /
SELF -ADHERING MEMBRANE /
FLASHING
STEP 01
INSTALL FASTENED (CLIPS,
STRAPS, STAPLER) AS
REQUIRED TO SECURE
PIPE/ WIFE TO FRAMWG
MSELF-ADHERING MEMBRANE
SHMG (COMPATIBLE W/ HOUSE
WRAP MATERIAL) OVER 4'x4'
SELF-ADHERNG MEMBRANE
KABHIW OVER APPROVED
HOUSE LLRAP.
FLABFIMG TO EXTEND ONTO PIPE
CUT AND OVERLAP ONE SIDE OF
STEP 42 SELF -ADHERING MEMBRANE
FLASHING
Illy LAYER'(,
STUCCO WRAP
WRB LAYER 4, FORTRISER
BUILDIfY PAPER
METAL LATH
6'x6' SELF -ADHERING MEMBRANE
KASHING OVER 4'x4'
SELF-AD14ERM MEMBRANE
KASHWG OVER APPROVED
HOUSE WRAP.
FLASHING TO EXTEND ONTO PIPE
4'x4' SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
HOUSE WRAP.
TD EXTEND CNtO PIPE
� V CONT. BEAD OF SEALANT
INSTALL APPROVED HOI%EWRAP AIR
INFILTRATION 5ARRIER OVER
SFIEATHWG
ELASTOMERIC COATING OVER STUCCO/
C.V. FNISN (SEE TYP WALL SECTION)
SECTION PER FSC R703 &1
Ext.W kEf a and MaeterinE
Extenor use of portlarW of-m Hasler
shell comply with fM applicatlon
regWremems of ASTM C 626-12A.
Installation of exterior latH g OW Ir ming
shell comply with ASTM C 1063-12A.
1TI:�--EF>
NETl 4TION DET)4 LL lFi 1,41"IN.T
3
WEil
levol
DRAINAGE PLANE (WRB
LATER #l, STUCCO WRAP)
UWB LAVER #2 (FORTIFIBER — — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO (
WOOD 5+4EATNING ZZ=_=__ Z2
SELF-ADHE51VE.FLA5HIN6; — — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-84-i-m�, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A R C N I T R C T S
6
Design
Grou .RD.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX 407-774407E
www.abdesigngup.com
AA B: 0003326 df
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SILVERADO
LOT 42
BLK 6
PROy=T#
04128.000-04261
MODZU
4EAB
"1672—ARIA"
GARAGL' BWDJG:
RIGHT
PAGE
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
mm 10/19/17
RICAIM 1/4"=1'-0"
s»T
WAI
BACKER ROD
BACKER ROD
WRB LATER -1,
ATUr-rn IURAP
INSTALL W SELF -ADHERING
MEMBRANE FLASHING OVER
TOP, SIDE(S) AND BOTTOM
FLANGES OF NON -MOVABLE
FRAME OF THE EXHAUST.
SEQUENCE OF FLASHING TO BE:
I BOTTOM, 2. SIDES. 3. TOP
VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
SIDES ONLY. SEALANT IS TO BE
TOOLED SO AS TO DEFLECT
WATER AWAY FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
JOINTS AND INTERSECTIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO
ON ALL SIDES, )4 CAULKING • JOINT
ALL AROUND
PER FBC R703.6.1
Exterior lathing and plastering
Exterior use of portland cement plaster
shall comply with the application
requirements of ASTM C 926-12A.
Installation of exterior lathing and framing
shall comply with ASTM C 1063-12A.
HOODED VENT
X� THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER VENT (FRAME)
WOOD SHEATHING
WRB LAYER -1,
STUCCO WRAP
WRB LAYER -2, FORTIFIBER
BUILDING PAPER
WOOD —
CONOTUCTION
—METAL LATH
e' GMU
VINYL CASING BEAD
6' RAISED BAND
76' TO h' MID -WALL
WEEP SCREED
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE AFY LYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK
LEGEND
DRAINAGE PLANE (WRB
LAYER "I, STUCCO WRAP)
WRB LAYER "2 (FORTIF15ER — — — — —
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO
SELF-ADHESIVE FLASHING — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R103.6.1 / ASTM C-84-1-09, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELEC. METEF
VERIFY LO
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP 4 SIDES
SELF
FLASHING
UNIT
PREMANUF. DRYER
VENT CAP (SET IN
CONT. SEALANT)
SEALANT*
TOP 4 SIDES
6B DRYER VENT (BLOCK)
BUILDING PAPER
OVER 'QUICK
FLASH'
PIPE THROUGH
WALL
1
6' SELF ADHESIVE -
FLASHING (INSTALL
PER MANUF. SPECS.)
BUILDING PAPER —
UNDER 'QUICK FLASH'
CONSTRUCTION
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
THICK, 3 COAT CEMENT
la' TO Ya' MID -WALL
WEEP SCREED
�—ro' 5ELF-ADHESIVE
FLASHING
WOOD FRAMED
I— WALL
HORIZONTAL WEEP SCREED
(FRAME TO FRAME)
EVENT PENETRATION
h SCALE: N.T.S.
NFC:•� IV m=CI =I YC
STUCCO SCRATCH COAT
f 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I
—ELEC. METER FIELD
VERIFY LOCATION
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYBLEND FOAM
"' GT"�" ')R SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
;O SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
O ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOU5EWRAP
BELOW
CUT SUCH THA'
NO MEMBRANE
ENTERS BOX,
APPLY TO FAC
EDGE
APPLY E-Z
OVER 6m M
GRADE 'D'
FELT-PROvI
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD SHEATHING
WRB LAYER M,
STUCCO WRAP
WRB LATER -2, FORTIFISER
BUILDING PAPER
METAL LATH
WOOD � / '1/9' TEXTURED
CONSTRUCTION + ✓ -FINISH • WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER • V O.C. MAX
S' CMU
%' TO n' MID -WALL
Ilaa�co ar�cn
Ej
• • W WIDE STRIP SELF
_ ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
V FINISH • MASONRY
7B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
WRB LAYER 01,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
P
STEP #1
APPLY 60 MIN -
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
WOUSEWRAP
STEP #3
I
I
X
STEP #2
WRB LAYER 01,
STUCCO WRAP
SELF -
MEMBRANERING FLASHINGvi R I
WIRE, LAYER "2, FORTIF15ER
BUILDING PAPER
STEP #4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SEGTICNJ)
METAL LATH
STEP #5 STEP #�
OELECTRICAL RECEPTACLE
A R C N I T E C T S
Design
Grou nc.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA ff: 0003325
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LOT 42
BLK 6
04128.000-04261
MODS
4EAB
111672—ARIA"
GA>RAJGM awans:
RIGHT
PAGIM
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCFR'ECT:
STATE OF FLORIDA
4
DAl 10/19/17
sCAUM 1/4"=1'-0"
etEMM
Ldd A2
WOO4WALL
WRB LAYER 01,
STUCCO WRAP
WOODWR8
LAYER -2, FORTIFIBER
CONSTRUCTIONBUILDING
PAPER
3V HAT CHANNEL
THICK, 3 COAT CEMENT
W/%' TYPE 'X' DRPLASTER
6- SAP. • TOP OF WEEP SCREED
TO SHEATHING BEHIND UIEEP SCREED
4' POSITIVE DRAIN
WOOD SHEATHINGVEEP
eSCREED
WRB LAYSTUCCO
WTHICK
3 CO
PLASTER _ 6' SELF-ADHEREING
AM66-LLFWC-l80 CUSTOM CAS i
FLASHING WRAPPED
Or
TOP OF WEEP SCREED
i - TO SHEATHING BELOW
I
WRB LAYER -I,
STUCCO WRAP
WRB LAYER 12, FORTIFIB
m I BUILDING PAPER
' -'
`
6' SELF-ADHEREING
WRB LAYER M,
7,
FLASHING WRAPPED
STUCCO WRAP
® COFdJER OF CANTILEVER
AMICO AM66-W WC'-T80
4- POSITIVE DRAIN
Y WEEP SCREED
NO GAP INFIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BEAD
��2ALCANT.
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ASTM C-847-OCJ, MIN, 2.5 LBS.
PER SQ- YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WOOD CONSTR.ICTICN
WEATHER RESISTIVE
BARRIER •1
3/4 RESILIENT HEATHER RESISTIVE
HAT CHANNEL BARRIER *2
VINYL CASING BEAD
}' THICK, 3 COAT CEMENT
PLASTER
5/8' TYPE 'X' DRYWALL
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
a' THICK, 3 COAT CEMENT
(2) 2x12 HEADER
PLASTER
,INYL CORNER BEAD W POSITIVE DRAIN
IIIEEP 4CPEEff
VINYL CASING BEAD A LOW IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11D DRIP EDGE
INSTALLATION
WOOD CON9TRUCTTON
WEATHER RESISTIVE
BARRIER •1
WEATHER RESISTIVE
BARRIER n
YINTL C.HbINU Eft ALJ
\ �' THICK, 3 COAT CEMENT
PLASTER
5/0' TYPE 'X' DRYWALL METAL LATH
W/TEXTURED 4 PAINTED
FINISH WOOD SHEATHING
THICK, 3 COAT CEMENT HEADER/BEAM
PLASTER
VINYL CORNER EtEAD = VINYL CORP. 4'
POSITIVE DRAIN
VEEP SCREED
VINYL CA91�BEADD NOS ZAP IN FIELD
IN FIELLD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11EDRIP EDGE INSTALLATION
EXT. WOOD FRAMED
WALL
SUB -FLOOR DECKING
PRE-ENG'D TRUSS
WEATHER RESISTIVE -
BARRIER 'I
WEATHER RESISTIVE -
BARRIER '4
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
ES
EXTERIOR GRADE
DRY WALL
THICK 3 COAT C
PLASTER
LNO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
10 CANTILEVER DRIP
EDGE
I 'o f �' to I, �i
DRAINAGE PLANE (WRB
LATER *I, STUCCO WRAP)
WRB LAYER "2 (FORTIFIBER — — — — —
BUILDING PAPER)
METAL LAT+4 x—x—x—x
STUCCO
WOOD SNEATI-11NG
F-ADHESIVE FLASHING — —
FINISH LAYER (2 LAYER
PEEL 4 STICK)
6' PEEL 4
STICK • DRIP
EDGE TO
DECK
I Y,'XI 4/4' P.T. OR SIMULA
WOOD (TREX) FILLER
CONTINUOUS
WATER PROOFING let \
LAYER (2 LAYER PEEL
STICK) WRAPPED FROM
BALCONY DECK TO —
CANTILEVER
6' PEEL 4 STICK •
DRIP EDGE TO DECK
I Y2'XI 'Yi P.T. OR SIMULAT
WOOD (TREX) FILLER
CONTINUOUS
Y�- GAP FOR BAC�
ROD 4 SEALANT
FINISH LAYER (2 LAYER
PEEL 4 STICK)
3/4 RESILIENT
HAT CHANNEL
5/8' TYPE 'XDRYWALL
W/TEXTURED t PAINTED
FINISH
J' THICK 3 COAT CEMENT
PLASTER
YINYL CORNER BEAD —/
VINYL CASING BEAD —1"
3' X 3' 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, Yt' MIN.
SPACE FROM DRIP
FACE TO TREX
Y,' GAP FOR BACKER
ROD 4 SEALANT
VINYLCASING BEAD
I WEATHER RESISTIVE
BARRIER -1
WEATHER RESISTIVE
"mrro. i BARRIER 12
DECK MEMBRANE,
EXTEND OVER DRIP
EDGE
3' X 3' 26 GA, GALV
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, ) ' MIN.
SPACE FROM DRIP
FACE TO TREX
WATER PROOFING let
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
d' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER -
WEATHER RESISTIVE
BARRIER -2
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A EDGE INSTALLATION
2x FRAMING MEMBER
j' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
MAX.
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
(14 A CORNER BEAD Cap FRAME
2 1/2"
CORNER BEAD
(FASTENER 4 SPACING 6 1" O,C.)
CMU
5/8' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD ®U BLOCK
Yi GAP FOR BACKER
ROD 4 SEALANT
VINYL CASING BEAD j; •'
�. WATER PROOFING lot —
LAYER (2 LAYER PEEL
4 STICK) ..rerk.,ar
`\\ PEEL 4
WOOD SHEATHING
WRB LAYER -I,
STUCCO WRAP
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
METAL LATH
THICK, 3 COAT CEMENT
PLASTER
FLASHING
DRIP CAP
WINDOW FLANGE
;,LUMN SHEATHING
EATHER RESISTIVE
ARRIER '1
EATHER RESISTIVE
ARRIER -2
SAP.
-EEL 4 STICK
I )(2'x3' 'L' FLASHING
FULLY EMBEDDED
IN ROOF CEMENT
I Y,' X 3- 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT, h' MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
BARRIER -1
WEATI-ER RESISTIVE
�
BARRIER -I
EXTERIOR COLUMN
•
COLUMN SHEATHING
I )i'Xl )i' P.T. OR SIMUL,
WOOD (TREX) FILLER
CONTINUOUS
Yi GAP FOR SEALANT
OPT. BACKER ROD. -
MODIFIED w
3/4 RESILIENT
HAT CHANNEL
III TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED
FINISH
J' THICK, 3 COAT CEMENT
PLASTER
6' SAP.
16'x3' 'L' FLASHING
FULLY EMBEDDED IN
�I
ROOF CEMENT
I )4' X 3- 26 GA. GALV.
METAL DRIP EDGE
SET IN FULL BED OF
SEALANT,)4' MIN.
SPACE FROM DRIP
FACE TO TREX
I VINYL CASING BEAD
WATER PROOFING let
LAYER (2 LATER PEEL 4
STICK) WRAPPED FROM
BALCONY DECK TO
CANTILEVER
J' THICK 3 COAT CEMENT
PLASTER
METAL LATH
WOOD SHEATHING
4' POSITIVE DRAIN
VEEP ?!'m
VINTL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF
VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
BALCONY DRIP
11C EDGE INSTALLATION ® COLUMN
IAT /" T " L''T A G" 7-7T'ATr
WOOD SHEATHING
' WRB LAYER 01,
STUCCO WRAP
I
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
i METAL LATH
(EXPLODED j" THICK, 3 COAT CEMENT
'VIEW FOR PLASTER
CLARITY)
WRB LAYER 02, FORTIFIBER
BUILDING PAPER—\
METAL LATH
\ 1
THICK, 3 COAT GEt
PLASTER —
II ADHERING
FLASHING
DRIP GAP _
WINDOW FLANGE J L
15B CASING BEAD C WINDOW
( FRAME, NO BAND
A R C N I T E C T 8
Grow inn
1441 N. RONALD REAL GGAAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAK 407-7744078
www.abdesigngroup.com
AA M.0003325
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LOT 42
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PROJNCT#►
04128.000-04261
MODEMS
4EAB
1672— ARIA"
GAI%"Z awDFO-
RIGHT
PAOEII:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
mm
DCALM 1/4"=1'-0"
Eli31111112M
Ikk WA3
_ WOOD SHEATHING \
WRB LAYER •I -
STUCCO WRAP
WRB LAYER •2, FORTIFIBER
BUILDING PAPER �
METAL LATH \
a' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING—
FLASHING
VINYL ANGLED /
CASING BEAD
DRIP CAP —
WINDOW FLANGE
0
91
vI
WF
BI
MI
il
PI
6
FL
c
W.,.._
CASING BEAD C WINDOW
15C \FRAME, W/BAND)
WOOD SHEATHING
x WRB LAYER 01,
STUCCO WRAP
i I
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
I
METAL LATH
.(EXPLODED J* THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WOOD SHEATHING
METAL LATH
WRB LAYER 01,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT —
PLASTER
VINYL ANGLED
CASING BEAD
VINYL CASING BEAD
Y,' GAP TrF THICK, 3 COAT CEMENT
CASING BEAD PLASTER
IX TRIM MEMBER
TO TRIM METAL LATH
o STUCCO TO
SIDING TRANSITION WRB LAYER •2, FORTIFIBER
BUILDING PAPER
SIDING -7 A I/ WOOD SHEATHING
WOOD SI—IEATHING
--STU LO elc -I• � WRB LAYER •I,
STUCCO WRAP STUCCO WRAP
CASING BEAD
Fi' SELF- ADHERE ING
FLASHING OR PEEL : STICK
SIDING TO STUCCO
18 ���ADOSECTION}
TRI CTION
v—
BEYDC
WOOD SHEATHNG
WEATHER RESISTIVE
BARRIER 'I
/
B AATFER RESISTIVE
9
\
X T Y.' LAP SIDNb
/ /VZIUASHIZ
b' REVEAL
/
/FLASHING
W SELF-ADHERING
6' SELF -ADHERING
R
FLASHING 6
IWEATHER
RESISTIVE
-1
/
\ \BARRIER
RESISTIVE
STARTER STRIP
\ \LLEATHER
BARRIER
DO NOi GdULK OR I
I \b'
SELF-ADNERMG
meI OPRN!W.
FLASHING
AL
GALVD METAL
W FLASHING -
DO NOT CAl1LK OR
1 ' X b' SIMULATED SEA— OPENING
�NING
TRIM MEMBER _
�O CASING
l I Y' X V SIMULATED
W4 TRIM MEMBER
AL GAP UVCAULKNG
/ OR APPROVED SEALANT
mi'Ce CASING
SIDING TO STUCCO
(9� BLOCK TO FRAME
19 TRANSITION
NOTE:
METAL LATH: LATH TO BE PER FBC
R"103.6.1 / ASTM C-0471-01B, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WRB LATER #I,
WOOD CON97R=TION
I'.1F1
STUCCO WRAP
WO�E9RRE ISG
U.EATHER RE918TIVE—_
!
!
LLEAT�It
ER RESISTIVE BARRIER
BARRIER 4 �
WRB LATER *2, FORTIFIBERe
P"� SIDING--_
BUILDING PAPER
6' ELrLWF-G LERIN�
!
METAL LATH
STARTER STRIP/
'\
OR
I THICK, 3 GOAT CEMENT
\
(EXPLODED
VIEW FOR
PLASTER
Z' FLABFIING
'Z'rLA IW3
WOTTE°CLARITY) DRIM MEMBER
CASING BEAD C� RAISED
17 A BAND ( FRAME)
SCALE: 1 1/2' = V-(D'
W SELF -ADHERING
FLA6441
-- -- - ---------------------------------- -- --
�' THICK, 3 COAT CEMENT
SEALANT PLASTER
METAL LATH
I
I
�a
WINDOW FRAME I
V
...__.__ _..._ _...
_........
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
E-Z BEAD VINYL CASING
(W/3/e' FLEXIBLE PVC BACKER ROD)
I
I 2X FRAMING -
MEMBER
----------------
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
------------------------------------------------------------------------------------------------------
'
Y4" GAP TYP — THICK, 3 COAT CEMENT
CASING BEAD PLASTER
SEALANT ---
TO WINDOW METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
WINDOW FRAME --
WOOD SHEATHING
WRB LAYER 01,
STUCCO WRAP
6' WIDE PEEL 3 STICK
OVER FLANGE
WINDOW FLANGE —
—. E-Z BEAD VINYL CASING
2X FRAMING —
lW/3/e' FLEXIBLE PVC BACKER ROD)
MEMBER
.APPLY FULL BED OF SEALANT BETWEEN
FLANGE a BUILDING WRAP
BUILDING
WRAP
WEATHER RESISTIVE
BARRIER M TO LAP
/ /
\ W MIN. ABOVE TOP
'Z'
/
'
\ OF FLASHING
I /
a
V
'WEATHER
-
RESISTIVE
BARRIER'1
\
UEATWER RESISTIVE
\
/ BARRIER
\
\
\
/
GALV'D METAL
I
Z' FLASHING
OR
a_EeL nmeu
WEATHER RESISTIVE
-
BARRIER 01 TO LAP
W MIN. ABOVE TOP
OF 'Z' FLASHNG
b' SELF -ADHERING
I I PLASHING
\ \ I
\ SEAL GAP ALA
\ I OR APPROVEDVED SEALANT
WEATHER RE918TIVE `' WEATHER RE918TIVE
BAItl¢ER'1 � BARRIER 'I
WEATHER RE818TIVE E-Z BEADyINTL CASING
BARRIER -2 fW/94' FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO WEATHER RESISTIVE
BARRERa
® FRAME TO FRAME
19 TRANSITION
EZ BEAD WINDOW CASINGI
A R C N I T R C T 8
6
Des0,J,.a.
Grou
1441 N. RONALD REAGAN BLVD.
LONGWOOD,FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA 8: 0003325
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04128.000-04261
1LODELa
4EAB
1672— ARIA"
GARAGE BMWO:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHr ECTI
STATE Of --
LEGEND
DRAINAGE PLANE (WRB �C
L ti
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER — — — —
BUILDING PAPER)
ROLADDAABOUCHACRA
METAL LATH x—x—x—x
STUCCO
AR NO 93723
DATm 10/19/17
BOALE: 1 /4"=1'— 0"
WOOD SHEATHING ®
Blism"
SELF-ADHESIVE FLASHING — — — —
WA4
CUT 14OUSEWPAP
AT 45' ANGLE
MODIFIED 'I' CUT
IN F4OUSEUIRAP
LINE OF WINDOW -
OPENING
' APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP I
INSTALL &'
SELF-AOHA
FLASHING C
NAILING FLU
JAMBS
EXTEND FL
I' BELOW S
FLEXIBLE IF
DO NOT SE
FIN
TEMPORARILY
FOLD -UP 4 SEC
HOUSEWRAP lO
TUCK FLAP UND
at HEAD
FOLD HOUSED
IN AT JAMBS A
SLOPE SILL R
INSTALL 6'
SELF-ADHE
FLASHING C
VINYL HEAT
FLASHING (
DAMS) NAIL
FLANGE
EXTEND
SELF-ADHE
FLASHING I'
BEYOND J,
FLASHING
INSTALL VIP
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL RO.
MECHANICALLY
FASTEN FANNED
EDGES.(CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXUIRAP AS TF
FLASHING AT THE
FOLD
DOUN
DIAGC
ACRO
UNDO
1PPLY %.
:ONTIN000:
SEALAN
AMISS ANC
1PPLY TO
IINDCW NA
LANGE IN
'RE-PUNCV
TOLES OR
TIDE ADHESIVE —
EXIBLE FLASHING
VER DRIP CAP
ECTO-U1RAP
EOUIV)
WINDOW FLASHING
INSTALLATION DETAILS
O1� (FULL WRAP)
SCALE: NTS
STEP J
INSTALL
PLUMB, l
AND Sa
MANUFAC
WRITTEN
INSTRUCT
APPLY
MEMBRANE
FLASHING
OVER JOINT
NOTE:
I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
HOUSEWRAP, SEALANTS 4 SELF-ADHERMG
FLASHING MATERIALS USED DURING CONSTRUCTION.
2. INSTALL ALL MATERIALS PER MANUFACTURERS
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT III
COMPATIBLE.
NOTE;
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW 1199 FOLLOWINCs COMPLETION OF
EXTERIOR RETROFIT WORK
NOTE:
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
A R C N I T E C T S
6
Design
Grou .2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX: 407.774.4078
www.abdesigngroup.com
AA #: 0003328
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04128.000-04261
1LOImm
4EAB
"1672—ARIA"
GARAGE DVD10:
RIGHT
"'WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENIW4 ARCFFrECT--
STATE OF FLORIDA
SEL�INTERIOR PERIMETER OF WINDOW WITH
jSEALANT
DATE: 10/19/17
OCALIM 1/4"=1•-0"
akEmm A 5
i
i
/
\
—2x6 SUB -BAND
W/1'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
—DRIP EDGE 1\
I\\ METAL FASCIA WRAP
—l/B' TEXTURED I \
FINISH g WOOD I \\
1/2' TEXTURED rr \
FINISH m CMU r \
/ \
\ 2X6 SUB BAND K1
METAL FASCIA \
WRAP Ye' FROM \
STUCCO, 1' FROM \
WOOD WALL 1\
\\ � —EXTERIOR WALL �\
�o (FRAME OR CMU) \
\` NOTE: NOTCH FOR 2X6 \ ROOF KICK OUT REMOVED
SUB BAND ONLY
`�\ \\ FOR CLARITY
ROOF DECK (BEYOND)
EDGE, I' OFF WALL
NOT INTO STUCCO)
®ELEVATION
®FLAN A
1/8' TEXTURED
I�. S
FINISH s WOOD,
i
1/2' TEXTURED
FINISH • CMU
.1
METAL LATH
r' -f
1k
WOOD SHEATHING
OR CMU
WRB LAYER -1,
STUCCO WRAP(FRAME ONLY)
WRB LAYER -2, FORTIFIBER
A
BUILDING PAPER
-
(FRAME ONLY)
ROOFING CEMENT
- it/B" TEXTURED FINISH 1T
/ WOOD, 1/2' TEXTURED
/
/ FINISH 6 CMU
-2x6 SUB -BAND W/1'x4' NOTCH o
END, WRAPPED IN PEEL 4 STICK
METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT 6
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O"
SCABBED TO TRUSS
W/12d NAILS 6'-8'
O.C. MAX.
2x SUB -BAND W/ly'x4'
NOTCH 6 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
DRIP EDGE
METAL KICK OUT
SUB BAND DETAIL ® 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' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/lY'x4' NOTCH
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT lo
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. Y4' ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/%'x4' NOTCH 0
END, WRAPPED IN
PEEL 4 STICK
ROOF CEMENT lo
ROOF EDGE
OMITTED FOR
CLARITY
A R C N I T E C T!
5
Design
Grou E..
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroupx m
AA ih. 0003325
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SILVERADO
LOT 42
BLK 6
PROJRCT#
04128.000-04261
MODIn.
4EAB
"1672—ARIA"
GARAGE 8WMG:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
ARCHRECT-.
STATE OFnnFiORIDA
lA�
DATA 10/19/17
SCAM 1/4"=l'-0"
air A 6