HomeMy WebLinkAbout6512 Wagon Trail StI• 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
LONGWOOD, FLORIDA 32750
Tel:
(407) 774-6078
Fax:
(407) 774-4078
1 PLAN REVIEW
99
1672-ARIA'9
12602 TELECOM DRIVE, TAMPA, FL 33637
Tel: (813) 740-9720 Fax: (813) 740-9715
DESIGN CRITERIA:
• FLORIDA BUILDING CODE, RESIDENTIAL,
5TH EDITION (2014)
-ALL LOCAL AND STATE CODES
•OCCUPANCY
— RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE
— VB
• MIN. INTERIOR FINISH
— CLASS B
•BASIC WIND SPEED
— Vult=150 MPH
Vasd=116 MPH
•EXPOSURE
— B
1—STORY RESIDENCE
—
•2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
AND STATE CODES
SQ.FT. CALC.'S
LIVING 19,12 SQ. FT.
BLVD.
GARAGE 432 5Q. FT.
ENTRY 38 $a FT.
LANAI 56 SQ. FT.
TOTAL 223E 5Q. FT.
ABBREVIATIONS
MY.
ABOVE
LAY.
LAVATORY
A/C
MR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
Y.C.
MEDICINE CABINET
ALT.
ALTERNATE
Mm
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
BD.
BOARD
MID.
MOUNTED
CL
CENTER LINE
in
METAL
CAB.
CABINET
N.T.S.
NOT TO SCALE
CMG.
CEILING
O.C.
ON CENTER
CIR.
cum
PL
PROPERTY LINE
CONC.
CONCRETE
P.B.
PUSH BUTTON
CPT.
CARPET
PH.
PHONE
C.T.
CERAMIC TILE
PET,
PLATE
D.
DRYER
PLYWD.
PLYWOOD
DBL
DOUBLE
PR.
PAIR
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
DIA.
DIAMETER
R.
RISER
DIM.
DIVERSION
BAD.
RADIUS
DISP.
DISPOSAL
R.A.G.
RUM AIR GRID,
OR
DEEP
REF.
REIWGRRATOR
DR,
DOOR
RY.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
EACH
SHIP.
SHEET
EW A.
ELEVATION
SIITHG.
SHEATHING
EQ.
EQUAL
SHWR.
SHOWER
EXH.
EQIAUsr
SIM.
SIMILAR
EXT.
EXTERIOR
SL
SLIDING
F.G./F% .
FIXED GLASS
SL GL
SLIDING GLASS
F.C.
FUEL GAS
sm
STANDARD
FIN,
FINISH
SWS
SHEAR WALL
FLR.
FLOOR
SECTION
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR
FRENCH DOOR
TEMP.
THNERED GLASS
M.
FOOTING
THE.
I=
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 SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYP-
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL
GLASS
OTHERWISE
GYP, BD.
GYPSUM BOARD
Y.P.
VAPOR PROOF
H.B.
HOSE B®
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HCT. OR HT
HEIGHT
WDW.
WINDOW
INSUL
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
WA
WROUGHT IRON
REVISIONS
REV. I DATE DESCRIPTION
REVIEW UATE__�-
CITY OF ZEPHYRWL
PLANS EXAMINER
ALL, FORK SHALL' t%) PLY
voOES FI-DfiiDA EUILDING Co®EWITH PREVAIL
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPNYRH ORDINANCE& ILLS
INDEX OF DRAWINGS
SHEET H DESCRIPTION
PG CI —COVER PAGE
PG GN—GENERAL NOTES
PG I —FOUNDATION PLAN
PG IA —DOWEL, PLAN
PG 1B—LINTEL SCHEDULE
PG IB.1—LINTEL SAFE LOADS
PG 2 —FLOOR PLAN
PG 3C—ELEVATION "C"
PG 4C—FRAMING PLAN ELEVATION "C"
PG 4.2—CONNECTOR SCHEDULE
PG 5—ELECTRICAL PLAN
PG 6—MECHANICAL PLAN
PG Dl—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—WA1L 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 H I T E C T S
Design
Grou M...
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407.774<1078
www.a bdeaigngroup.corn
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COVER
PAGE
150 MPH EXT. B
PAR �' D11/7/17
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ALL WORK DONE LNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS R301.5 (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT 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 (TCOL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCOL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH
11. EXPOSURE CATEGORY B
IT 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 ARCHITECTIENGINEER.
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.l.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 1318 INCHES 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) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V 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 MNCH 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.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''/,".
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.
1. 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 =175 PSI E=1,400,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED
OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" CDX 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 5/8' COX PLYWOOD. 5/8" COX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED ''/.' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING.
IZ 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 2z STRUCTURAL LUMBER SYP #2.
14, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
PROVISIONS OF TMS 4021 ACI 530 / ASCE 5. CONSTRUCTION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Ftn =1500
PSI.
1 OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-08Z 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 16" 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, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A1B5. 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 UNTEL
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 D31 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:
1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
(.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 R302.12. 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''/e' 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.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014),
EXTERIOR WALL 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
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063-1IA & 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 -I IA AND R703.6.1 OF THE FBCR, 5TH EDITION (2014)
2-STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
CONTROL DATE:
A R C N IT E C T E
Design
Group...
L441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.00m
AA #: 0003325
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GENERAL
NOTES
150 MPH EXP. B
DATM 11/7/17
8CAl. 1/4"= l'- O"
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SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' DIA.
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MIN. 3' COVER
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MEET PROVISION OF R3113.1 OF THE FBCR 5TH EDITION (2014)
A R C N I T E C T R
Despin
GrounC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX 407-7744078
www.a bdealgngroup.com
AA B: 0003325
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04128.000-01661
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FOUNDATION
PLAN
150 MPH EXP. B
D � 11/7/17
MCAM 1/4"=1'-0"
a�
1
23'_13"
I
DOWEL PLANT
A R C N I T E C T E 1
6
Design .aign
Gr
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX 407-7744078
www.a bdesigngroup.com
AA #: 0003325 A
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GAPU Gm MnNG:
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DOWEL
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150 MPH EXP. B
F ARCMTECT
DPRINT 11/7/17
8CALZ: 1/4"=1' - O"
sl3mmT
IA
A RCHIT EC T R
CAST-*9ET4 LINTEL SCHEDULE
LINTEL
LENGTH
TYPE
COMMENTS
L-3
(2) 3052-SW
(2) 3052-SH
EGRESS
NO.
L I
n'-4'
8F2a-IB/IT
L 2
OF16-I8/IT
L 3
12'-0'
SF16-I15/I7
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ENTRY _
L— 2
8'-a' GLG,
l2) SN
---- -------- ---------
lop I I IF
EGRESS
L-1
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
0
Desi;;n
Grou lnc.
441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-7745078
FAX: 407-774-4078
www.a bdesigngroup.com
AA A: 0003325
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04128.000-01661
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"1672—ARIA"
GARAGE 0IM90:
RIGHT
PAGE:
LINTEL
SCHEDULE
150 MPH EXP. B
,54FE LO,4:) T,45L S
FOR GRAVITY, UPLIFT 4 LATERAL LOADS
8' PRECAST 4 PRESTRESSED U-LINTELS
SRAVIT1'
TYPE
LENGTN
SUS
EB-OB
OFI2-0B
I6-
20-0
24-
28-
32-Oe
BFa-IB
8F12-IS
8FI6-I5
8F20-15
8F24-IB
OF28-I5
OF32-I5
2'-10'(34') PRECAST
2302
3166
4413
6039
152e,
S004
10412
11936
3166
4413
6035
1526
9004
10412
11936
3'-6' (42') PRECAST
2302
3138
3311
46813
6001
1315
8630
9941
3166
4413
6039
1526
9004
10412
11936
4'-0' (48') PRECAST
2029
2325
2496
3461
4438
5410
63a4
1358
2646
4413
6039
1526
9004
10412
11936
4'-6" (54") PRECAST
1651
1161
1913
2651
3403
4149
4896
5644
2110
4021
603E
1526
S004
10412
9668
5'-4' (64') PRECAST
1184
1223
1301
1809
2311
2626
3336
3846
Iro65
288E
5051
60%
5400
6424
1450
51-101(101) PRECAST
912
1000
1059
1414
I889
2304
2121
3131
1459
2464
4144
5456
4431
5280
6122
PRECAST
931
1255
2101
3263
2146
3358
3911
4585
1255
2101
3356
5260
1134
8995
roew
l'-6' (90')PRECAST
161
102E
1615
2385
1994
2439
2886
3333
1029
1615
2610
383E
55%
6613
5041
9'-4' lii2') PRECAST
513
632
1049
1469
1210
1462
1154
2021
168
1212
ISIa
2544
3469
4030
3121
10'-6Y126') PRECAST
456
462
802
1125
SM
122
1328
1535
658
1025
1514
2081
2114
3130
2404
II'-4' (136') PRECAST
445
Ste
935
13o5
1864
2355
11S3
2015
598
935
1365
1854
2441
3155
4044
12'-O'1144') PRECAST
414
545
864
1254
166E
2014
1510
1610
555
a64
1254
I6153
2211
2832
35W
13'-4' 1160")PRECAST
362
421
126
1028
1331
]635
1224
1418
485
148
1016
1438
18%
2343
2920
PRECAST
338
361
648
IBIS
IIIBO
1462
1081
1260
455
100
1003
1335
1 1114
2153
2666
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
165
1310
2045
2WO
3185
3165
PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
6S5
1250
la55
2310
28W
3410
Il'-4' (208')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
S50
1400
1800
2200
2600
19'-4' (232') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400
150
lCeO
1400
1120
2030
21'-4' (256')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
183
330
610
S40
1340
1180
2110
22'-O'(264')PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
I60
300
510
810
1250
1660
1910
24'-OC268'J PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
410
120
1030
1350
I610
MATERIALS
I. f'c precast lintels = 3500 psi.
2. f'c prestressed lintels - 6000 psi.
3. f'c grout = 3000 psi w/ maximum 3/8, aggregate.
4. Concrete masonry units (CMU) per ASTM C50 w/
minimum net area compressive strength = nOO psi.
5. Rebar provided In precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GRoO.
6. Prestressing strand per A5TM A416 grade
210 low relaxation.
T 1/32 wire per A5TM 4510.
8. Mortar per ASTM C210 type M or S.
S" PRECAST 4 PRESTRESSED U-LINTELS
Rf*r
UFL
FT
LATERAL
TYP
LENGTH
8F8-IT
I2-IT
16-IT
20-IT
24-IT
8F28-IT
8F32-IT
Bu8
SF8
a-2
12-2T
I6-27
20-2
24-2
26-2
8F32-2T
2'-10'(34') PRECAST
2121
2818
4101
5332
6569
1811
2021
2021
2121
2184
3981
5190
6401
1630
-,7r
8851
3'-6' (42') PRECAST
2165
2289
3260
4231
521E
6204
1192
1251
1251
2165
2215
3165
4125
50SI
6061
1036
4'-0' (48') PRECAST
1818
198E
2832
3680
4532
5381
6245
938
93S
1818
1925
2150 1
3583
4422
5264
6110
4'-6' (54') PRECAST
1660
1162
2501
3251
4010
4161
5525
121
121
1660
1105
2435
3111
3913
4658
5406
5'-4' (64') PRECAST
1393•
1484
2110
2141
3315
4010
4648
505
505
1393
1431
2050
2610
3293 13920
4549
5'-10'C10') PRECAST
1212•
1351
1930
2505
3084
3665
4241
410
416
1212
1315
1615
2441
3010
3583
451
PRECAST
1141•
1200
1133
2250
2169
32S0
3812
101
881
1141
1182
1664
21W
2103
3216
3132
1'-6' (901) PRECAST
959•
S12
1415
1514
2354
2191
3240
591
651
13W
1021
1466
1901
2351
2191
32 45
9'-4' (112") PRECAST
801•
612
S80
1269
1560
1852
2144
454
630
801
155
11S2
1550
1910
2211
2634
10'-6'(126') PRECAST
llb•
488
1S3
1021
1261
1456
1131
396
493
116
611
1039
13a9
1111
2034
2358
II'-4' C136') PRECAST
666•
439
696
899
1104
1309
1515
363
556
666
535
905
1295
15%
Ib%
2198
12'-0' C144") PRECAST
601•
400
63I
alb
1001
1186
1312
340
494
631
486
Vs
120E
1514
IlS9
2086
13'-4'CI60")PRECAST
500•
340
532
686
841
991
1153
302
398
513
409
682
1004
1361
1631
1891
14'-O'C168') PRECAST
458•
316
493
635
118
922
1065
286
360
548
318
629
922
1254
1561
1816
14'-8' (116') PRESTRESSED
243
295
45S
Bel
124
651
990
N.R
351
243
352
562
852
1156
14Si
1142
IS'-4' (184') PRESTRESSED
228
218
430
553
roll
801
925
N.R.
321
228
32S
542
l91
1012
1351
161ro
Il'-4' (20W)PRESTRE58ED
188
236
361
464
561
610
114
N.R.
255
188
216
449
649
a14
1121
138IB
19'-4' (232') PRESTRESSED
165
201
313
401
49O
518
brcl
N.R.
204
*5
239
383
550
136
S40
1160
21'-4' (256')PRESTRESSED
145
186
218
356
433
512
590
N.R
112
142
212
336
4ll
635
801
993
22'-O'(264')F'RESTRES5E0
140
180
268
343
418
493
5ro8
N.R.
161
131
205
322
451
601
111
941
24'-0'(288') PRE5TRE55ED
121
I65
244
312
380
441
515
N.R.
135
124
186
290
408
538
600
833
-REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
S' PRECAST W/ 2" RECESS DOOR U-LINTELS
GfRAVIT1'
TYPE
LENGTH
r—
8RFIO-08
8"14-0
18-
8"22-
6-
M:30-06
8�6
M-6-1B
BRFIO-iB
8@F14-10
BREWS-iB
8RF22-1C
8r4F26-1B
SRF30-115
4'-4" l52') PRECAST
1489
1591
1821
3053
3412
2982
4S82
3954
6412
4S29
1-341
5904
9416
6880
10818
4'-(o' (54') PRECAST
1351
1449
2182
2114
3600
4401
5315
6264
1102
3412
4982
6412
1941
9416
10818
5'-8" (68') PRECAST
a32
1602
1550
2050
2566
3015
3585
185
1153
2162
4014
6412
6516
5814
6835
PRECAST
l35
119
1500
1449
1S24
2400
2816
3352
1103
2051
3811
6412
6516
5450
6411
6'-8' (80'JPRECAST
g2y
Sol
1611
2933
2516
3223
3812
4522
901
Ib11
2933
4100
b130
6111
6101
(90')PRECAST
161
1311
2252
1956
2451
2944
3439
665
l64
1311
2329
I
3609
54S2
6624
5132
9'-8" (116') PRECAST
311
420
834
1253
011
1342
1614
1986
535
928
1491
2119
I 2618
3595
2815
8" PRECAST W/ 2' RECESS DOOR U-LINTEL5
UF'L IFT
LATERAL
TYPE
LENGTW
SWO-IT
BF1Fi0-IT
SW14-IT
SRWIS-IT
SRF22-IT
SRF26-IT
8RF30-IT
SRF&-2T
BFr-IO-2T
SIiF14-2T
StW!8-2T
SR 22-2T
OW26-2
30-2
�U
�
4'-4' (52') PRECAST
1244
1513
2413
3260
4112
4S61
5825
12
5M
1244
1519
2339
3110
4008
4850
56%
4'-6' (54') PRECAST
II92
1501
2311
3121
3531
41u,
5511
853
1152
1455
2240
3036
3831
4643
5453
853
(68') PRECAST
924•
1112
1195
2423
3055
368E
4325
501
524
1132
1141
2351
2S18
3603
4230
501
PRECAST
a%•
1138
1142
2352
2%5
3581
41Sa
469
469
896
10SS
1690
2288
26SI
34,51
4106
6'-8' (80")PRECAST
118
a62
1513
2042
2513
3101
3642
630
1100
'Ila
S56
1468
1981
2509
3035
3563
l90')PRECAST
688
691
1325
1810
22W
2153
3221
110
941
6a8
849
1302
I'162
2225
2690
3151
9'-8' (116') PRECAST
533•
433
808
1123
1413
1104
1555
614
533
521
1009
136S
I128
2088
2450
516
TYPE DESIGNATION
F - FILLED WITH GROUT / U = UNFILLED
QUANTITY OF "9 REBAR AT
F r BOTTOM OF LINTEL CAVITY
8F1& -15AT
NOMINAL WIDTH J L QUANTITY OF #5
NOMINAL HEIGHT REBAR AT TOP
C3ENERAL 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 Ilntels meet or exceed L/36O vertical deflection, except lintels I1'-4' and
longer with a nominal heleht of 8' meet or exceed LAW.
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 Ileu of concrete masonry units.
S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
•REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
1-5/8'ACTUAL�
8' NOMINAL WIDTH
SAFE LOAD TABLE NOTES
-"5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2' CLEAR
C.M.U.
05 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
( VARIES)
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 6-112'.
Safe loads for all recessed Ilntels 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 6O field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addlonal reinforced masonry above the precast lintel.
6. One 01 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.
9. All safe loads in units of pounds per linear foot.
A E C N I T E C T S
5
Gr es10T. n
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32760
PH: 407-774-6078
FAX: 407-7744078
www.at>deslgngroup.com
AA t. 0003325
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LOT #16
BLK #6
PROJMT#
04128.000-01661
MODffiLo
4EAB
"1672—ARIA"
GARAGE BVrJNC -
RIGHT
PAGW.
SAFE LOAD
TABLES
(CAST-CRETE)
150 MPH EXR B
ARCHITECT-'
STATE OF FLORIDA
I
Dunm
A 11/7/17
SCALD 1/4"=1'-0"
wknm T
1 B.1
CO1Po►6R AND CLADDING
WIND LOAD$
BASIC MRD ElPO8 M FOR 3 SECOND
Q=
OPENINGS
Sam
BONE
15D IAA WIND M
FIEWM
ANDTTPE
FOOTAGE
MIN. WINDOW
10
5
25/-33
CRITERIA
EXTERIOR SWING
IS
5
24/-31
DR. MIN. CRITERIA
5,3.0. MIN.
41
5
23/-29
CRITERIA
16010 O.HD.
112
5
20.4/-22.1
BASIC WIND SPEED MPH = 150 (Vult) INTERNAL
PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=NI,
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 MANUFACTURERCONTROL
DA
I i
v I (2) 3052-5H
(2) 3052-SH EGRESS
vL ------------- --
_ I
'v 1
1 Q I
0
ro ; a' -a cL-�. m I Dh�& OWNER'S
W-S'!CLG.
9'_4= 2'_8" 13'-m` _ _ 13'-8"
1 (2) 3052-SH - -
5'-10'I
3'-I0"
CGREAT ROOW-a' CLG. I L_ W.I. C.s'-5'CLG.
A b24 a IR-ISHV.KITCHE�e
- �B U > 8'-8' CLG. WC
I 3�_0.8 O
IT_8" 4._4" 8' 1 3'-8" _ 3'_8" '_II 1/2 3,_10• '_611
m a' X
0. I�
e aD8 M.LG.G3 ml 3 LAv. BATH I
'
NOTE -8' CLG. --
I 3 I O
-4' C. .ham '-8'
CLGO
. LSHWR PAN
HB
v ro� _ _ _ O
BAT� 22'x54 �
! N 8'--BI CLG. L 10 ul I L AC-0 j
O QII
II
WG II t31 BOLLARD
I I AS RE0_
IR-ISH = PER BLDG,
— — — — — — C_ — - CODE
\to
FOYER
8'-8' CLG.
ff2'-4' 3'-8' 3066 W/
"I'ne
36'XI0' TRANS.
BD M. j
�� 8'-8'CLG.
ENTRY
------------------
8'-4' 4°-8'
—�
----
13' - m"
4' -4"
_
21' -4"
30'-0'
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 THERMA-TRU FIBERGLASS DOOR W/
TRANSOM (SINGLE ASSEMBLY)
- 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE
EQUIPPED W/ SELF -CLOSING DEVICE 1R302.5.1) FBCR 5TH ED. (2014).
SQ.FT. CALC. S
LIVING 1612 So. FT.
GARAGE 432 $0. FT.
ENTRY 38 SQ. FT.
LANAI 96 50. FT.
TOTAL 7238 so. FT,
EXTERIOR MASONRY
WALL BRG. HEIGHTS
� I
I 1 DBL.
TOP
PLATE 0
I m
BI
BAR DETAIL
_.I SCALE: 1/2'.I'-0'
C�
�
A R C N I T I C T a
6
min
Grou Ia
441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH:407-774-6078
FAX 407-774-0078
www.abdeslgngroup.com
AA #: 0003325
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LOT #16
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PADJMT#
04128.000-01661
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"1672—ARIA"
GA1tAOR BWU40:
RIGHT
PAGM
FLOOR
PLAN
150 MPH EXP. B
P TO D11/7,
OCALffi: 1 /4"=1'- O"
iiLra>eT
2
OFF RIDGE VENT
S'-W BRG. HGT.
TYP. [IF
I I �
r
FIN.
REAR ELEVATION
TEXTURED FINISH
0'-0' FIN. FLR
OFF RIDGE VENT OFF RIDGE VENT
RIGHT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE vENT
I�b
S'-8' BRG. HGT.
F-1
rl
I
LEFT ELEVATION
I;n
ri
DECO. DETAIL
SCALE: 12' • 1'-0'
BLDG. HGT.
_-
_..
illi
_IMF=.._
0'-0' FIN.
FRONT ELEVATION
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R1032.1
8'-8' BRG. HGT.
m.
Uz
0'-C' FIN, FLR.
AREA OF ATTIC
= 2235 SQ. FT.
NET FREE VENTILATION AREA REQUIRED
= 1/ 300
REQUIRED VENTILATION AREA
= 2235 /300
= 7.45
VENTILATION AREA X SQ. INCHES PER FT.(144)
= 1072.8 SQ. IN.
MI N. REQUIRED VENTILATION
= .5X 1072.8
IN UPPER PORTION OF ATTIC
= 536.4 SQ. IN.
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PERVENT
536.4 /115
TOTAL 0 OF VENTS REQUIRED
= 4.66435
TOTAL#OF VENTS PROVIDED
- 5
•AREA OFATTIC IS THE PERIMITER OF THE HOUSE, LESS THEOVERHANG
(EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
A E C B I T E C T 8
®rMleslogin
PH: 407-774-6078
FAX: 407-774A078
www.ebdesigngroup.com
AA #: 0003325
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LOT #16
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RIGHT
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FRONT,REAR
RIGHT &
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150 MPH EXP. B
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3C
—.. _ DENOTE RAT RW a 0' O/C MAX.
..: DENOTE 24 STR2YaACK 9 ID' O/C W
BRACING LEGEND
EXTERIOR GABLE TO BE
® BRACED W/2X4 BLOCKING a
4'-0' OC. BETWEEN TOP CHORD
1 2X4 SYP -2 X-BRACING.
REFER TO DETAIL S/D5 FOR
BRACING REQUIREMENTS
FASTEN 2X4 SYP •2 OR SPF
BEVEL CUT TO TRUSS TOP
CHORD W/10d x 3' NAILS m
b' CC. STAGGERED
NOTE:
REFER TO TRUSS MFR'S SIGNED t
SEALED DRAWINGS FOR WEB
BRACING LOCATION, SIZE t
REQUIRED FASTENERS.
4 FRAMING PLAN
CCA 0'1/22/14
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A B C N IT B C T 8
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Design .2..
WOOD, FL 32750 �•
PH: 407-7748078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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04128.000-01661
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GARAGE 01MG:
RIGHT
PAGE:
FRAMING
PLAN
ELEVATION
"C>,
150 MPH EXP. B
r ARCHITECT- 1
rDA� 11/7/17
SCALE 1/4"=1'-0"
WERNIT
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CONNECTOR SCHEDULE CONTROL DATE: 01-05-11
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-Ib
1450
HTA 16-18
i625
(W 10d x 1 I2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2, - NO 16.1 OPTION)
(2) META-16
1985
121 HTA 16-Is
2800
(10) led x 1 1/2' 1-PLY, (USP: (10) Wd x 1 12')
2515
(14) Ibd 2-FLY (USP, NO I(cd OPTION)
HETA-16
isle
HTA 16
1810
(9) 10d x 1 12' I -PLY, (6) Ibd 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION
HETA-20
1810
HTA 20
1810
(9) 10d x 1 I/2' ]-PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO 166 OPTION
>_
w
(2) HETA-20
2035
(2) HTA-20
3230
(10) 10d x I V2' I -PLY USP: (10) 10d x 1 1/2'
2500
(12) Wd 2-PLY )USP: NO Wd OPTION)
Z
0
LGT-2
2150
LUGT-2
1550
(1) - I/4' x 2 I/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d
DETAL-20
24W
DHTA-20
2430
(IB) - 10d x 1 1/2, 1 PLY
MST
3965
MUGT
4115
lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (22) 10d TO WOOD (USP, (28) 10d TO WOOD)
HGT-2
lo980
HUGT-2
9190
(2) 3/4' A.TR N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (U6P: WOOD (6) lecl)
HGT-3 +
10530
14UGT-3
9860
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD (USP WOOD (W 10.1)
LGT3-50529
32"
LU3T-3
3525
(12) SDS I/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525)
LTA2
T210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
LPTA
1510
(10) 10d x 1-12' (USP: (10) loci x 1 12'
VGT
4540
NO USP CONVERSION FOR $IMF:aGN VGT
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-60S 1/4'X3' TO WOOD
(2) VGT
118E
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
MTS-12
1000
MTW 12
1195
(14) 104 x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
HTS-16
150
HTW I(c
1260
(16) 10d x 1 I/2' (USP, (it.) 10d x 1 1/2', (16) 106)
HTS-20
1450
HTW 20
11,30
(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d)
HTS-24
1450
HTW 24
1530
(24) 10d x 1 12' (USP: (24) Ted x 11/2', (20) 10d)
LSTA-12 «
S25
LSTA 12
S30
(10) 10d USP; (10) led
LSTA-IS «
1235
LSTA 18
1235
(14) lod USP: (14) 10d
MSTA-18 ++
1315
META-18
1310
(14) Tod USP: (14) 101d
V)
MSTA-24 ..
1640
MSTA-24
1640
(18) led USP: (IS) lod
EL
M61A-30 ++
2050
MSTA-30
2065
(22) 106 USP: (22) 10d
<
MSTA-36 .
2050
MSTA-36
2065
(26)10d USP: (26)10d
H
MST)-36
3800
KSTI 236
3890
(36) Ted x 1 1/2' USP: (36) 10.1 x 1 4'
N
MSTI-48
5065
KTSI 248
5140
(46) 10d x 1 1/2' USp: (48) 10d x 1 1/2'
146
950
LFTA 6
1210
(8) Sd TO PLATES, (8) 8d TO STUDS (USP: (16) Sd x 1 12', (16) 8d)
SP4
am
$PT 4
549
(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
A34
395
MP 34
380
(4) 6d x 1 I/2'TO BEAM, (4) 561 x 1 1/2' TO POST. U5P: (4) 8d x 1 1/2' TO BEAM, (4) Sal x 1 1/2' TO POST.
HCP2
645
HHCP 2
boo
(12) l0d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
H10A
1140
RT I&A
1380
(18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 106 X 1 1/2' TO PLATE
VGT 4 NDU4
4940
PHD 4A
5215
OW -SIDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 I/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
USP: 5/9' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WS3 WOOD SCREWS
VGT 1 HD18
4940
TDX 10
10140
(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD 5OLT8 W/ THREADED ROD, (V NUTBNIASHER/2PLY
USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' TWRU-BOLTS
ASU 44Z
2200
6665
PAU 44
2535
6115
lV 5/9' A.T.R. N HIGH STRENGTH EPDXY, (MIN, "EMBED.) IN CONIC, (W 16d TO WOOD USP: SAME AS SIMPSON
ABU 66Z
2300
12000
PAU bb
2380
16o05
(1) 5/8' A.T.R. IN HGW STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON
LTTI9 +
1340
LTS 19
1205
(I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) N CONC, (8A001 TO WOOD USP: SAME AS SIMPSON
0
LTT20B ...
1500
LTS 2015
1105
(V 1/2' A.TR N HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC, (IOAmd TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-1/2'
(..)
Z
HTT4
4455
HTT45
4160
(b S/8' A.T.R. N NIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONIC., (16) 60-10 X 1 12' (USP: (20) Ibd X 2-12')
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12'
Q
HTTS
5080
HTT45
5005
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (26) 16d X 2 12' (USP: (20) Ibd X 2-V27
USP HAS MORE NAIL OPTIONS: (28) 10d, (20) 10d x 1-1/2', (20) 16d x 2 12'
HHDQII-SDS 25.
11010
UPHD II
14395
(I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24I SDS Y.' x 2h' WOOD SCREWS (USP+ (24) WS3 WOOD SCREWS)
HD1B
6645
TDX 10
10140
(U 1/8' A15. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS)
0
MBHA 3S6/1125
3415
S330
NFM35X12U
2580
1130
VMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CJ'1W. TOP, (1)3/4'
ATR. IN HIGH STRENGTH EPDXY, (MN. 6,16' EMBEDMENT) N C.M.U. FACE, 118AOd TO BEAM
USP: (U 12' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4, DIA ITW
RAMSET/RDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. V EMBED DEPTH INSTALLED IN THE FACE.
LJ
(�
US NC4I2 (WOOD)
3635
2660 (FLR)
H
3e60
2110 (FLR)U54ITIF
(10) Ibd TO HEADER, (10) I6d TO UL70D USP: SAME A9 SIMPSON
32651ROOF)
3325 (ROOF)
Z
Q
HUC410 (CMU)
Iwo
4920
HD410 IF
1305
5000
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x 3' WW SCREWS. (10) Ted TO WOOD.
USP (20) 3/16' TAPPER., (10) 10d TO WOOD
=
HUC210-2 (CMU)
Iwo
5085
HD210-21F
1305
5000
(IW I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (10) 1/4' x V WS3 SCREWS, (10) 10d TO WOOD.
USP (20) 3/16' TAPPER., (10) 10d TO WOOD
HUC210-3 (CHIT)
law
5085
HD210-31F
1309
5000
(IB) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: 08) 1/4' x V W53 SCREWS, (10) lod TO WOOD.
USP (20) 3/I6' TAPPER., (10) 10d TO WOOD
LGUM26-2-SDS
1430
5595
LGUM26-2
2125
(.065
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' X 2 12' SDS SCREWS TO WOOD,
USP (4) 3/ ' X 4' WEDGE BO T.= W53 WOODSCRW9
HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCWITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTNG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT IS GRATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT.
+ Zd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS IN CONJUNCTION WITH A REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
In
MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
LJ
H
0
AT.R. • A-301 ALL THREAD ROD )SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLE59 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AS3
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED CN SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRICTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY
CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
HEADER SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO V-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO V-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
&'-4' TO S'-O'
DBL 2 x 12
W-O' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
g_0•
U.N.O.
4'-11 1/2'
'I' -II 1/2,
AND UP
NUMBER OF HEADER STUDS
5UPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH 5TUD5
2
AT EACH END OF HEADER
I
3
2 x 12
('4 SYP)
/I6' OSB
NAIL (3) 12d ® 6'-B' O.C.
FRAMING NOTES: I TYP. 2x12 BM./HDR. I
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N.O:
TRUSS TO MASONRY/CONCRETE SHALL BE META-16
+ FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
+ TRUSS TO WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U,N.O ON FRAMING PLAN
/o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES s EA.
END, CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302,12.
5.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
DETAILS.
A E C H I T E C T 8 1
Grm i In
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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"'PRINT D11/7/17
BCALR: 1 /4"=1' - 0"
8*191.RT
4.2
ELECTRICAL LEGEND
YMBOL
DEFINITION
NOTES
-F-N
I2W OUTLET
20 AM► S 10 POLE
110V OUTLET
1101 OUTLET
O OUTTCHLli WIRED
To0SWI
GPI
IVV OUTLET
EONIFED W'3RlD FAA
SNTERUFlER fTA1TPER
RE&6TANT TIE)
EEO
220V OUTLET
(41 WIRE CONNECTION
yUJJpP
�I
EM. WATERPROCR
OUTLET
GRQND FAULT
MfiRR1PTER
SWITCH
SWITCH
3-WAY OPER
�4
SWITCH
4-WAY OPER
1-0
WALL P1g6JTED
LIGHT
CEILMG LIGHT
Q0`
RECESSED CAN
WALL 6COF12
FRa-1G1ED
VENT. FAN
1 L'R1 PER SO. R.
VENT. FAN
W11GM
1 LR1 F£R 60. FT.
ii
V FIX TIE
(eFWILDEI Dr
I
SC FLUOREENT
•
AROU
AROLDOF4VND
=LrIWT
FLUORESCENT
FLUORESCENT
ter'
4' TR.A(Y. LICMT
PANEL
METER
• S.D.
eTala xrzaroR
eaL6 - C
y,LygDpy�
WALL FGWTED
YTT EHAOc-UP
SD,
SMGHx DETECTOR
CAROM MONOXIDE'
® S/CO
SFICKE DETECTOR
CRC
SHALL DE A DDTINTERCONNECTED ANC
C. NOT LESS THEN 4'
'ENDAM LIGHT
GA6
ounET
►
TELEPHONE JACK
�
WATER HEALER
DI6CGMER
�011.��,L-R{yp—
^ I Fl] TIRE ION JACK
FLOOD LK.HT
OPT.6ECIRTY
KETTAD
PA FUSN-OUfTON FOR CHRES
.-�-�• uee PaRT
LOCATION OF TV JACKS 6 PHONE OUTLETS
FANS TO BE VERIFIED • HOMEOWNER
PRE -CONSTRUCTION MEETING,
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PEF
ELECTRICAL PROVISIONS OF POOR 5TH
EDITION C2014).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI R ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501.3 FBCR 5TH EDITION (2014).
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH Eb 12014).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED. (2014).
I
I CEILING
I MTD. LIGHT
I TO BE
'INSTALLED,
I PROVIDE
P-BOX FOR
I OPT. FAN LL
w1 W
_fin
coNo.
OWNER'S
SUITCLG PAN
M
/
/
FREAUIRED
FAN - - - 3 L-
GLG S�
� I I GREAT ROOM �\ �I o
\ SWITCH IN -
1 CABINET
1 I
I KITCHEN GFI
HOOD WIRE W/
OUTLET FOR I LL� I
FUTURE MICRO. I� / i
L__J
BDRM.43------�-��
PRE -WIRED
CLG FAN 1
1
BDRM•#2
M
PRE -WIRED
CLG FAN
I`
GF1 ! \\ \
1 \
-
/ II ao j
GFI
-- - ——
I i - - GFI s 42' 6A-1
otLIW
/ l 111 DOOORR 11 1 -tP- _ 1
BOLLARD.
�{ \
M \ ZWALL MOUNTED PER BRDEOG.
LIGHT W/SWITCH IN CODE
I \ � ATTIC
�� FO KEYLESS 11113
FIXTURE
w MFIELD
9 � GFI VERIFY
CLG. ,!.�, ILLOC.
OUTLET (�
-L- - OHD IRRIGATION
FOR _ _- OUTLET 0
IMES 1 48' AFF.
I
AG RAGE GF1
�I
1\ENTRY,
__------
OPT.
COACH
` LIGHT
ELECTRICAL PLAN
A/
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
fNEC CODE •D2)
HOUSE PLAN: MODEL "ARIA"
LOAD INFORMATION
VA
2672 SQ FT GENERAL LEHTING X 3 VA PRE SQ TT
6016
2 PO AYP APPLANCE CDtCl11'1' AT 1600 VA EA
3000
I LAUNDRY CIRCUIT
—
I RANOX AT NA PLATE RATMG OR COOXTOP/OVEN
12000
I RATER HEATER
4600
I DISH'WASHEN
1200
I CLOTLES DRYER
6000
1 OR"."
600
I LMROWAVE
1600
1 REFNIOERATOR
IROO
SUBTOTAL or GENERAL LOAD
36416
FIRST 10 WA OF GENERAL LOAD AT 10G%
30000
RELAMUER OF GENERAL LOAD AT 40% 25416 VA x .4
10166
TOTAL NOT GENERAL LOAD
2ol"
36 TON HEAT PUMP (w/ 6XR ELERGENCY HEAT STRIP)
21 A • 240 V
9.6 TON COOLING BYETEL 40 ALP a 24. V
• "00
NET GENERAL LOAD
2.68
NET TOTAL HVAC
-o0
CALCULATED LOAD FOR SERVICE
26Y0E VA/240 V- f2l ALP
150 AMP SERVICE
-'WORST CASE SCENARIO - FIIOHEBT' HVAC TOAD
USED FOR CALCULATIONS.•
NEUTRAL CALCULATION:
LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA
3000 VA o 100%, REMAINDER a 35%
NET LOAD: 6,S49 VA
RANGE: 12,000 • 10% 8,400 vA
DRYER: 5,000 ® 10% 35�I0VA
TOTAL 18,84E vA
NEUTRAL AAPACITY: 18,4811 / 240 . 18 A
62 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3"2/0 CU, TPU N + 1% CU IN 2' CONDUIT OR 3
A4/0 AL, THUX • 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.)
150 AMP ELECTRICAL R15ER
NOT TO SCALE. COMBINATION SERVICE 'SO AMP
DISCONNECT SWITCH AND 120140 VOLT
GENERAL NOTES: M ELECTRIC METER IN I PHASE
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL
EDITION (2014J LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS. 190A2P
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 h COPPER (CU) IN
1-12" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
'2/0 ALUMINUM (AL) IN 2" DIA 51-14EDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TENTRANGNE SERVICE EA�LEE TEENTR8,4N�CE I
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
1 64 CU SERVICE GROUND CONNECTED t0
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014).
5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C N I T! C T S
6
Desig
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Gr�D.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.77"078
FAX: 407-774.4078
www.abdesigngroup.com
AA M: 0003325
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D.&11/7/17
DC.%M 1/4"=1'-0"
armor
5
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 UL 161 CLASS I AIR DUCT AS PER NFPA 50A 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, 514OWER5, SPAS AND SIMILAR BATHING FIXTURES SHALL BE
MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE
SECTION 403.
6. 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 5TH
EDITION (2014) MECHANICAL CODE SECTION 601.
10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS.
II. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL.
FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.
NOTE:
ALL HVAC TO HAVE PROPER
PANS W/ DRAINS
ATTIC
LEGEND
®
SUPPLY AIR DIFFUSER
RETURN AIR GRILL
®
SIDE -WALL OR 1 WAY DIFFUSER
—
SOLID LINE- SUPPLY TRUNK
---
BROKEN LINE. RETURN TRUNK
1
BALANCING DAMPER OR OBD
O
CEILING EXHAUST FAN
CEILING EXHAUST FAN d LIGHT
O/A
OUTSIDE AIR
THERMOSTAT
m
PASS-THRU AIR GRILL
-I" I—
00
EXTERIOR WALL
PLENUM
T
y�
AIR RETURN
I
SUCTION AND LIQUID
AIR SUPPLY
y
REFRIGERANT LINES
y
AIR HANDLER
I
!�
EXTERIOR WALL
1
3/4' PVC CONDENSATE DRAIN LINE
SECURE STRAP TO GONG.
W/ (2)-3/I6'X2' TAPCONS
CONDENSER
UNIT
SIMPSON WB ROLL STRAP
EVAP. TRAY
'i
�,
y
PVC SLEEVE TO LINES BELOW SLAB
OR EQUAL
T
REFRIGERANT LINES TO
PLATFORM
I RETURN
---- _,__
CONDENSING UNIT
TRAP DRAIN LINE AND TERMINATE
4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2)
°5XI 1/4' SHT. MTL. SCREWS
IN AN APROVED DRAIN, AS PER
-
- MECH5THEDITION
MECHANICAL BLDG..COD CODE
CONDENSER UNIT
SECTION 3012.1.1
_
HVAC
DRAINS
CONNECTION TO PAD
NOTE: MAIN COND. DRAIN 3/4' DIA,
OVER HEAD ® 12' FROM STRUCTURE
SCORIATED NICKEL
BRONZE FL. PL.
BRASS PLUG
I I
INSIDE I I
CAULK J
FIN. FLOOR
OR WALL
FITTING OR EXTENSION TO
SOIL OR WASTE AS
REQUIRED
WADE 5240-K JOSAM S6000
SERIES NICKEL BRASS TOP
P.v.0 OPTI/SPEC
Iv. SEE
tE PLAN
FLOOR SLAB CLEAN —OUT (TYPNT
COUNTERSUNK
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FIN. GRADE- Y
OR PAVING
—I
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I
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1 OR WASTE AS
I
T REQUIRED
I
J
I
-----
INv. SEE
5 PLAN
NEXT. GROUND
CLEAN —OUT (TYPN)
MECHANICAL PLAN
PROGRESSIVE AIR SYSTEMS 05/20/14
A R C N I T E C T 5
6
GrZOODesign
.�.
Wl N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774.6078
FAX 407-7744078
www.a bdesigngroup.com
AA M: 0003325 _ J
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t p REBAR�L�AP AT FOOTING
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AT FINISH SL.AB'S
TO BE MIN. 12" BELOW
UNDISTURBED SOIL
CONTROL DATE: 07/01/15
A E C N I T E C T 3 1
6
Desig
Groutern
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdeslgngroup.GDm
AA #: 0003326
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CF
eUDDIV. de XJ074
SILVERADO
LOT #16
BLK #6
PROJECT#
04128.000-01661
MODEM&
4EAB
"1672-ARIA"
GAR:AGM 8WWO:
RIGHT
PAGE
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
150 MPH EXP. B
• O C Y i V . C 7 1
SECURE 2x6 MN. TO BLK W/(2)kj'
FANCHOR BOLT W/ 2' WASHER SET
. a1Mww uvu arcr=w.ru
EPDXY 4' EMBED.
° ❑
SECURE 2x4 ON
E
FLAT TO BLK
W/ CUT NAILS.
W SIDES:
O'
2X6 GARAGE DOOR BUCK W/ (3)
VXS' B J-OLTS 4' EMBEDMENT MIN,
X2 W/ 21'XI(4 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR WM IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK • CENTER OF
DOOR W HEADER (I)h'XS' J-BOLTS
4, EMBEDMENT W/2'X2'XW WASHER
AND NUT
C
_NOTES:
ALL ANCHORS SHALL BE IN ACCORDANCE TO
MANUFACTURER'S INSTALLATION NSTRWTIONB WERE
SUCH INSTRUCTIONS ARE MORE STRINGENT
lrAttAliL' llVVK
��)A ATTACHMENT
SCALE: I'•m'
2X4X4' SECURE TO TRU99 Wf 3-12d
("' a' O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2.12d
SECURE TO BLK W/ META-16
EXT NSION OPT SERVICE DR.
SCALE: IR'.I'_O•
2X4 SECURED TO
GABLE END
W/(2n2d.EA. UPRIGHT
2X4 SECURED TO
1-2a4 BLOCKING
• EA. RAFTER
0 EAK�L
-2x4 RAFTER
• 24' O.C.
�� FRAMED OVERHANG
rQ1NOT USED
v
STICK BUILT WALL DETAIL
1 N.Ts.
N N N W- I PRE-ENG TRUSSES W/TRUSS
L
MISSION
goj
I
CONNECTOR VERIFY W/
FRAMING PLAN
- DOUBLE TOP PLATE
- CRIPPLE STUDS m lb'O.C.
MAX
- SIMPSCN LSTA-12 • EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS • 16' O.C. MAX W/
SHEATHING, SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
�- KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
r- JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
IU- JACK STUD ASSEMBLY TO BE
SECURED ONE PLY 4 A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12, O.C. STAGGERED
SP4 OR H$ s TOP AND
BOTTOM PLATES • EA, FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASCNRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ DOOR FLR LIRE.
rJ OP WING WD FRAMED W F OR TRUSS
SCALE: I!i'•I'•0'
FASTENER SCHEDULE
ROOF DIAPHRAGM
USE 1/16, OSB. OR 1/2' COX PLY WITH 'd RING SHANK CAN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGES AND'S RING SHANK GLEN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 48 GUN NAILS - 4' OG.
EXTERIOR SHEATHING
USE 1/16' OSB. OR V1' PLY WITH IS RING SHANK GUN NAILS AT 6. O.G. AT
PANEL SIDES AND '8 RING SHANK GUN NAILS d' O.G. TOP 4 BOTTOM
PANEL AND '8 RING SHANK CAN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS $HALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQUIREMENTS
912E HEAD LENGTH DIA TENSILE 9T
ed
ROUND)MODPIE
2 3/e'
.113
1T0JD00
TOP CORD BLOCKING AT 4'
OR T
1
O.C. MAX. IN FIRST 2 FRAMING
BPACEB AT EACH END.
NOTE: NAILS TO BE MFG. BY MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION
RATTER OR TRUSS
1��.113 INN N���DIM
ROOF SHEATHING
T\\\
1 RI�DI����0�11�R��DI�METER
9�TO20RIF lF
�. 01�I��LL�NE�DIA�
`r
i
�. 2 I� VW NAIL LE�ITH
p p
ROOF 6I4EATHING LAYOUT
AND ENDLUALL BRACING
BUILDING LENGTH
FOR GABLE END FRAMING
SPS a EA. STUD TOP 4
BOTTOM
PRE-ENG TRUSSES W/TRIS8
CONNECTOR UP TO 1000
UPLIFT
DOUBLE TOP PLATE
SIMPSON MSTA-24 • EA. JACK
2x8 STUDS • I6' O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN }' OF WINDOW/ DOOR
OPENING AND SECURE PER
FASTENER SCHEDULE
(2) STUDS, (2) JACKS • EA.
SIDE OF OPENING
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY • A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN I2' O.C. STAGGERED.
WINDOW SILL W/CRIPPLES
16, O.C.
}' DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA, WASHER
SIMPSON MSTAM-24 • EA.
JACK SECURED W/
SPECIFIED ANCHORS
2X8 P.T. BOTTOM PLATE
WINDOW OPENING
® 2—STORY WALL
uc sNAr✓x crav w.�Ls e a• oc.
. BOi*On Ed 9
TYP. EXT. SHEATHING ATTACHMENT
FOR WALL SHEATHING (OSB TO BE
STRUCTURAL GRADE)
08B.
2X4
PLATE PLA
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
1/I6' 088.
1/2' AB, W/ MIN.
1' EMBEDMENT
LOCATE 6'-S' FROM ENDS
AND 32. O.C. MAX.
TEXTURED FINISH
MT8-12
META-16
32' O.C. MAX
8' CM1.1 WALL
PRE-ENGINEERED
TRU88
KNEE WALL DETAIL
2 TO BLOCK
SCALE: 1/2'•1'-&
A SECURE 2. TO BLOCK
W/ (2) I}' TAPGONS OR
DRIVE PIN
(MIN SWANK SIZE J4$)
n4ec4sT (MIN EMBED. 1 4"
WITHIN 8OF EACH o
END AND I8' I - MAX n
8PACNG.
OSB. SHEATHING OR
PLYWOOD
_taPENin�
oe=m•_,.-
2x4 BLOCKS
T CMD WALL
6 ARCH WINDOW FRAME A SECTION
SCALE: V2'•I'-m'
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT • OPENINGS
L'e RING SWANK GUN NAILS
• 6' oz. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (088. TO BE STRUCTURAL GRADE)
'S 2' DECK 61-REW8 6'-B'
O.C. MAX •EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS O=SUB-FLOOR
SHEATHING
TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENS. TRUSS
DBL. 2X TOP PLATE
l/16' O.S.B.
2X BLOCKING 4
TOP OF
l/I6. OBB.
2X STUDS W' O.C. MAX.
2X BTM. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
2X4 s TOP 1
BOTTOM CONT.
W/ ($) 12d NAILS -
WETA-16
BLK WALL
Q1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK TO O.SB.
O HORIZONTAL 21
S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN
Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING • TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SWEET BELOW
Q5 INSTALL ALL SWEETS WWFACE GRAIN PARALLEL
TO STUDS
EXT. WALL SHEATHING
9 SCALE. IR'•I'-0'
6
Design
Grou 11.4:.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.7746078
FAX 407-7744078
www.abdesigngroup.com
AA #. 0003325
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a
au=rv. A. LOT:
SILVERADO
LOT #16
BLK #6
pnoam p
04128.000-01661
i[ODl.It
4EAB
"1672— ARIA"
GARAGZ B'WMG:
RIGHT
PAG M:
MISC.
DETAILS
150 MPH EXP. B
,e
D TM 11/7/17
sCAXM 1/4"=1'-O"
sigma"
2
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R9052,1 ON �,' O.S:B.
SHEATHING OR I' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
'.T. IX2 W/ MTL. DRIP EDGE
2x4 OR 2x6 SUB -BAND
PER ELEVATIONS
VENTED ALUM. SOFFIT
EMBED, STRAP VERIFY W/
TRUSS PLAN
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD
CONSTRUCTI
2
TEE ENERGY CODE FORMS
;OR INSULATION R-vALUE5
' GYPSUM BOARD OR }' HIG
TRENGTH CLG. BOARD
:ONG. FILLED LINTEL BLK W/
1) 15 REBAR CONTINUOUS
'RECAST LINTEL
:EE ENERGY CODE FORMS
OR INSULATION R-VALUES
11NDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 115 REBAR VERTICALLY
W/ CONC. POURED CELL
Ix2 P.T. FURRING STRIPS
o 16' O.C.
S' CMU
1/2' GYP, WL. BD.
WOOD BASE
1—STORY
1 BLOCK WALL
1/16' O.S.B. OR }' CDX
TYVEK BUILDING WRAP
FORTIFIBER BLDG PAP
GALv'D MTL. LATH
1/8' TEXTURED
FINISH m WOOD
Ye' TO % MID WALL
WEEP SCREED
z(L
iJ
—8' CMU
—5/8' TEXTURED
FINISH o MASONRY
WEEP SCREED
DETAIL C) WOOD TO
SCALE: 1 1/2'= I'-O'
���NOT USED
8' DI'AJ
)S' DRYWALL
030 FELT PAPER INSTALLED
2x4 BLOCKING BETWEEN
PER FBCR R9052.1 ON 2' ���
TRUSSES WHERE 'X' BRACII
O.S.B. SHEATHING OR }' CDX
IS PRESENT
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG GABLE TRUSS
P.T, Ix2 W/ MTL. DRIP EDGE
2x4 NAILER
2x4 OR 2x(o SUB -BAND
CONT. 2x4 RAT RUN SECURE
m
PER ELEVATIONS
W/ (2) 12d's m EACH TRUSS
VENTED ALUM. SOFFIT ,0.
TO BE INSTALLED s MID.
POINT OF TRUSS SPAN, OR
STIFFBACK (SEE SEALED
10'-0' O.C. MAX.
TRUSS ENG. FOR 51ZE 6
SEE ENERGY CODE FORMS
CONDITION.)
FOR INSULATION R-VALUES
O.S.B. SHEATHING OR J'
1' GYPSUM BOARD OR
COX PLYWOOD. ATTACHED
HIGH STRENGTH CLG.
PER FASTENER SCHEDULE
BOARD
ON SHEET D5
-1/8' THICK, 3 COAT
GONG. FILLED LINTEL BLK I
PORTLAND CEMENT PLASTER
(1) 05 REBAR CONTINUOUS
OVER EXPANDED GALV'D
SEE ENERGY CODE FORMS
METAL LATH ON FORTIFBER
FOR INSULATION R-VALUES
JUMBOTEX GRADE 'D' PAPER
PRECAST LINTEL
OVER TYVEK BUILDING WRAP
WINDOW ATTACHMENT AS
(REFER TO STUCCO SPECS
PER MANUFACTURES
FOR COMPLETE INFORMATION)
SPECIFICATIONS
WEEP SCREED
PRECAST SILL
(SEE DETAIL 2)
(1) N5 REBAR VERTICALLY
SECURE GABLE TO 2x6 P.T.
W/ CONC. POURED CELL
PLATE W/ 126's 8' O.C. MAX (
Ix2 P.T. FURRING STRIPS
0 16' O.C.
SECURE 2x6 PT, PLATE TO
S' CMU
BLK W/ J'x9' ANCHOR BOLT W/
1/2' GYP. WL. BD.
2' WASHER SET IN SIMPSON
WOOD BASE
HIGH STRENGTH EPDXY '1'
EMBED. MIN. s 32' OG MAX,
5/B' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED w
DIRECTLY TO MASONRY
�o
1—STORY GABLE
�A� BLOCK WALL
1 ri SCALE: 3/4'=1'-O'
I'X4' OR I'X2' P.T. NAILER
1.4 P.T. OR'/'X4' MIN SECURE
TFIFEI FRAME t EXTEND 1-41
INTO BLOCK W/ %' TAPCONS
OR DRIVE PM
[MIN. SHANK 912E 145,
MIN HEAP SIZE 900
❑
MR EMBEDMENT I-W
WITHM 8. OF EACH END 1 10'
O.C. MAX SPACING
DOOR CASING
DOOR JAMS OR WINDOW
ATTACH TO 2X PER
MANFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB
TO BLOCK +3/4 OR +5/4
A WINDOW TO BLOCK +3 4 OR +5 4
SCALE: I' • I'-0'
2X4: CM
SECURE TO BLOCK W/ v
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .10
MIN HEAD SIZE 300
MIN EMBEDMENT IY')
WITHIN 0' OF EACH END 1
B' OL. MAX SPAC..
2x6: CEM
SECURE TO BLOCK W/2-�(1.'
SECURETAPCONSTO
DRIVE PM
(MIN. SHANK SIZE .W5
❑
MM. HEAD SIZE 300
MN. EMBEDMENT I V)
WITHIN 0' OF EACH END t
B' O.C. MAX SPACING,
e, ct u
2X8: ®
)5' DRYWALL
SECURE TO BLOCK W/2-'
TAPCONS OR DRIVE PM
I'X4' CR I'W' P.T. NAILER
(MIR SHAW SIZE .149
DOOR CASING
MR HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN EMBEDMENT I) ')
ATTACH TO 2x PER
WITHIN .' OF EACH END 1
IS- O.C. MAX SPACING.
MANFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +1-1/2"
B WINDOW TO BLOCK +1-1 2"
SCALE: V-V-0'
2x4: CM
SECURE TO BLOCK W/
TAPCONS OR DRIVE PM
(MIN. SHANK SIZE Wb
MIN. 4EAD SIZE 300
MIR EMBEDMENT I Y•)
WITHIN .' OF EACH END t
IB' OC. MAX SPACING.
2X6: ®
SECURE TO BLOCK WR-'H(t'
TAPCONS OR DRIVE PM
NOTE: STRUCTURAL 2X MUST
OUTSIDE / SECURED
(MIN SHANK SIZE .145
❑
TW OU
iHROI1GHl NON-9TR/CNRAL
MIN. HEAD SIZE 300
�' TAPCCN MIN I-V
MR EMBEDMENT I )I
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END 1
B' cm
IS' O.C. MAX SPACING,
V DRYWALL
2XS: ®
-X
I'X4. OR I')O' P.7. NAILER
SECURE TO DRIVE PIN
TAPCONS OR PM
NN' OSD. X 4' MIN
(MIR SHANK SIZE .145
DOOR CASING
MRl HEAD SIZE 300
DOOR JAMB OR WINDM
MIN EMBEDMENT I W.
ATTACH TO 2X PER
WITHIN 8' CF EACH END t
IS' O.C. MAX SPACING.
MANFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
I SCALE: 1'•I'-0'
2X4: CEO
SECURE TO BLOCK W/
TAPCONS OR DRIVE PM
(MIR SWANK SIZE .14S
MR HEAD SIZE 300
MIN. EMBEDMENT"'
WITHIN 0' OF EACH END 1
is, OC. MAX SPACMC
axi: ®
SECURE TO BLOC( W/2-'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X NA1,9T
BE ON OUTSIDE 4 SECURED
(MIN. SHANK SIZE .145
THROL*W NON-STRUCTURAL
MIN, HEAD SIZE 300
%' TAPCCN MIN. I-Y'
MR EMBEDMENT 1)')
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END 1
B• Cm
OCING. .C. MAX SPA
1f' DRYWALL
2XS: ®
I'X4' OR I'X2' P.T. NAILER
SECURE TO BLOCK WR-
TAPCONS OR DRYS PM
1' P.T. X A' MIR
(MIR SHANK SIZE .145
DOOR CASING
MIR HEAD SIZE 300
DOOR JAMB OR WINDOW
M IR EMBEDMENT I W)
ATTACH TO 2X PER
WITHIN B�OF EACH END 1
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +2 1/4"
�n1 WINDOW TO BLOCK +2 1/4"
SCALE: I'•I'-®•
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R505.2.1 ON �,,' 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 d
CONDITION.) —
0.5.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
JUMBOTEX GRADE 'D'
PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR
COMPLETE INFORMATION)
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d'9 8' O.C. MAX
SECURE 2x6 PT. PLATE TO
BLK W/ J'x9' ANCHOR BOLT
W/ 2' WASHER SET IN 5IMP5ON
HIGH STRENGTH EPDXY 1'
EMBED. MIN. ® 32' OC MAX.
%' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
I PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED W/ (2)
126'. s EACH TRUSS
m, TO BE INSTALLED IV MID. POINT OF
TYP. TRUSS SPAN, OR 10'-0' O.C. MAX.
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
1' GYPSUM BOARD OR
NIGH STRENGTH CLG.
BOARD
2x4 NAILER
2x4 0 24' O.G. o INTERIOR
KNEE WALL
CONC. FILLED LINTEL BLK W/
(1) i15 REBAR CONTINUOUS
DIRECTLY TO MASONRY
zQt
�o
1—STORY GABLE
W/ VAULT CLG.
UBLOCK WALL
SCALE: 3/4'•l'-O'
2X4: CM
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN,
(MIN. SHANK SIZE J40
MIN. HEAD SIZE 300
MR EMBEDMENT 1V)
WITHIN 8' OF EACH END 4
10' O.C. MAX SPACING.
2X6: CM
SECURE TO BLOCK W2-'
TAPCONS OR DRIVE PM
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145
Be ON OUTSIDE t SECURED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT I ,W)
%' TAPOON MIR IV
WITHIN B' OF EACH END t
EMBEDMENT SJTO BLOCK
10' OC. MAX SPACING.
S' CMU
2XS: CEO
Js DRYWALL
SECURE TO BLOCK W12-
TAPCONS OR DRIVE PM
I'X4' OR I'X2' P.T. NAILER
(MIR SHANK SIZE .145
DOOR CASING
MM. HEAD SIZE 300
DOOR JAMB OR WINDOW
MIN. EMBEDMENT 1V)
ATTACH TO 2X PER
WITHM 8' OF EACH END 1
IS' O.C. MAX SPACING.
MIANFACTURES DETAILS.
NOTE: BRIM AS NEEDED TO PLUMB JAMIE (DO NOT EXCEED V)
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
E % SCALE: I'•I'-0'
2X4:
SECURE TO BLOCK W/
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .10
MIN. HEAD SIZE 300
EMBEDMENT I),')
WR N
WITHIN S' OF EACH END /
B' O.C. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE /SEGUED
THROUGH NON-STRUCTURAL
2X6: ®•
iAPGON MIR I-Y.'
SECURE TO BLOCK WR-XN'
EMBEDMENT INTO BLOCK
OR DRIVE PIN
MIR 8H4NK SIZE.145
(MIR SWANK
❑
.' CMU
MIN. HEAD SIZE 300
k' DRYWALL
MM. EMBEDMENT IV)
W17HM B' EAC41 ENID t
1'X4' OR I'XV P.T. NAILER
I.' OL. MAX SPACING.
2ND 2X SECURE TO
2X , 12
STRUCTURAL MEMBER W/(2Xed
SECURE TO DLOCK W/7-i(.'
WITHIN 8' OF EACH END 4 6'
TAPCONS OR DRIVE PIN
TO 8' O — MAX
(MIN. SHANK SIZE k45
DOOR CASING
MIN. HEAD SIZE 900
DOOR JAMB OR WINDOW
MIN EMBEDMENT I Y.')
ATTACH TO 2X PER
WITHM Bt OF EACH END 1
MANUFACTU�S DETAIL..
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A')
DOOR JAMB TO BLOCK +3"
rp1 WINDOW TO BLOCK +3"
1SCALE: I'.I'-0'
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) °S REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
19 16' O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
NOTE:
PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAYMENT
SYSTEM 15 REOUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15
PERMITTED BUT MUST BE PER ASTM D226 TYPE
II, ASTM D 4869 TYPE Iv, OR ASTM D 6151
2X4:
SECURE TO BLOCK W/Y,,
TAPCONS OR DRIVE PM
(MIN. SHANK SIZE .149
MIN HEAD SIZE 300
MIN. EMBEDMENT 1 W)
WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING.
2X6: ®
SECURE TO BLOCK WA-I/4'
NOTE: 971tlJCTURAL 2X MUST
TAPCONS OR DRIVE PIN
BE ON OUTSIDE t SECURED
(MIN. SHANK SIZE .145
TWROUGN NON-STRUCTURAL
MR HEAD SIZE •N
%' iAPCON MIN. I-Y.'
MIN EMBEDMENT I Y.')
EMBEDMENT INTO BLOCK
WITHIN S' OF EACH END /
IS- OC. MAX SPACING
S' CMU
2xB: C�
V DRYWALL
SECURE TO BLOCK W/I-1/4'
I•X4' OR I'-' P.T. NAILER
TAPCONS OR DRIVE PIN
w' CAD. X 4' MIN.
(MIN. SHANK SIZE .145
MIR HEAD SIZE 300
DOOR CASING
MIN EMBEDMENT I I I
DOOR JAMB OR WINDOW
WITHIN 8' OF EACH END t
TO 2X
tAILO.
IBM OL. MAX BPACINY.a.
MANUFACTURES T DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y')
DOOR JAMB TO BLOCK +3-7/16"
G WINDOW TO BLOCK
+3-7 16"
SCALE: I'•I'-0'
2X4:
SECURE TO BLOCK WN'
TAPCONS OR DRIVE PIN
fMIR SHANK SIZE .145
MIR HEAD SIZE 300
MIR EMBEDMENT I Y4.)
WITHIN 8' OF EACH END t
18' O.C. MAX SPACING.
2X6: CM
SECURE TO BLOCK W/1-I/4'
TAPCONS OR DRIVE PIN
NOTE. STRUCTURAL 2X MUST
(MIR SHANK SIZE.145
BE ON OUTSIDE 4 SECURED
MIN HEAD SIZE 300
THROL614 NON-STRUCTURAL
MIN EMBEDMENT I YW)
V TAPCON MIN I-Ya•
WITHIN S• OF EACH END t
EMBEDMENT INTO BLOCK
18' O.C. MAX SPACING.
S. CMU
2XS: C®
)$• DRYWALL
SECURE TO BLOCK WA-1/4'
TAPCONS OR DRIVE PIN
2'
I'X4. OR I'XP.T. NAILER
(MIR SHANK SIZE .149
I' P.T. X 4' MR
MIR HEAD SIZE 300
DOOR CAGING
MIR EMBEDMENT I Y4')
WITHIN 8' OF EACH END /
JAMS O RWIINDOW
IS' OG, MAX OPACING.
ATTACH
MANUFACTURES DETAILS.
NOTE: BRIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V)
DOOR JAMB TO BLOCK
+3 3/4"
H WINDOW TO BLOCK +3 3 4"
SCALE. 1'•I'-0'
A R C H IT E C T S
Design
Grou .!.-
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngtoup.com
AA M. 0003326
w
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sTJmm at RAT.
SILVERADO
LOT #16
BLK #6
PROJECT#
04128.000-01661
MOnZU
4EAB
"1672—ARIA"
GARAGE OWING.
RIGHT
PAGE:
MONOLITHIC
1—STORY
WALL
SECTIONS & NOTES
%150,MPH EXP. B
:ARAC�T'l
R
AR NO 93723
r
7/17
"=1'-0"
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
R'3052.1 ON J' O.S.B.
SHEATHING OR J' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
PRE-ENG TRUSS
P.T. IX2 W/ MTL, DRIP EDGE
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
2x4 OR 2x6 SUS -SAND
H' GYPSUM BOARD OR
PER ELEVATIONS
HIGH STRENGTH CLG.
VENTED ALUM. SOFFIT
BOARD
DOUBLE TOP PLATE
TWIST STRAP VERIFY W/
WINDOW HEADER SIZE
TRUSS PLAN
VARIES PER WINDOW
OPENING SEE HEADER
WINDOW ATTACHMENT AS
SPAN CHART FOR
PER MANUFACTURES
DETAILS
SPECIFICATIONS
O.S.B. SHEATHING OR J'
WINDOW SILL
CDX PLYWOOD.
ATTACHED PER FASTENER
2x STUDS 6 16' O.C. MAX W/
SCHEDULE ON SHEET D5.
INSUL., SEE ENERGY CODE
-I/a' THICK, 3 COAT
FORMS FOR INSULATION
PORTLAND CEMENT
R-vALUES
PLASTER OVER
EXPANDED GALVD
A' T f G GLUED
METAL LATH ON
AND SCREWED
ED ASS PER
FORTIFIBER JUMBOTEX
FASTENER SCHEDULE
GRADE 'D' PAPER OVER
TYVEK BUILDING WRAP
(REFER TO STUCCO
SPECS FOR COMPLETE
INFORMATION)
NOTE: SHEATHING MUST
NOT BREAK 1'-4' MIN.
PRE-ENG FLOOR TRUSS
FROM 2ND FLR LINE
(INSTALL PER MFG. SPECS.)
2x4 CONT. 0 TOP AND BT,
J' GYPSUM BOARD OR %'
OF FLR TRUSS (TOP 2x4
HIGH STRENGTH CLG,
SUPPORTS BT PLATE OF
BOARD
2ND FLR, BTM. 2x4 IS FOR
CONC. FILLED LINTEL BLK W/
WALL SHEATHING NAILER)
(1) «5 REBAR CONTINUOUS
FASTEN EACH 2X4 RIBBON
W/ (5) 12d NAILS 10 EACH
SEE ENERGY CODE FORMS
TRUSS. BTM. RIBBON TO BE ��
FOR INSULATION R-vALUES
P.T.
PRECAST LINTEL
WEEP SCREED
WINDOW ATTACHMENT AS
(SEE DETAIL 2/D3)
PER MANUFACTURES
EMBED. STRAP VERIFY
SPECIFICATIONS
W/ TRUSS PLAN
PRECAST SILL
5/s' THICK, 3 COAT
(1) 05 REBAR VERTICALLY
PORTLAND CEMENT
W/ CONC. POURED CELL
PLASTER APPLIED
Ix2 P.T. FURRING STRIPS
DIRECTLY TO MASONRY
0 I6' O.C.
2—STORY i
a, CMU
FIRST FLOOR
1/2' GYP. WL. BD.
WooD BASE
BLOCK SECOND
1 FLOOR FRAME 9 a
SCALE: 3/4'=1'-0' i
FIBERGLA55 SHINGLES
OVER OaO FELT PAPER
INSTALLED PER FBCR
R9052.1 ON J' 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 f
CONDITION)
SECURE 2x4 PLATE TO WALL W/
i'xb' THRU-BOLTS 9 32' O.C.
MAX THEN SECURE GABLE TO
2x4 PLATE W/ 126's 5' O.C. MAX
OR
SECURE GABLE TO DBL TOP
PLATE W/ SIMPSON HTC4 6 24'
O.C. MAX
WINDOW HEADER SIZE VARIES
PER WINDOW OPENING SEE
HEADER SPAN CHART FOR
DETAILS
I, O.S.B. SHEATHING OR J' 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 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
L INE
2x4 CONT. s 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
5/8 THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND`_
1 8 FLOOR FRAME
SCALE: 3/4' =1' -0'
2x4 BLOCKING BETWEEN
TRUSSES WHERE 'X' BRACING
IS PRESENT
PRE-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's 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 m 16' O.G. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
J' T f 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
CONIC, FILLED LINTEL BLK W/
(1) S REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY
W/ GONG. POURED CELL
Ix2 P.T. FURRING STRIPS
0 16' O.C.
a' CMU
1/2' GYP. WL. BD.
1 BASE
2x STUDS A 16' D.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
' T f G BUBFLOOR GLUED
AND SCREWED AS PER
FASTENER SCHEDULE
j O.S.B. SHEATHING OR }' CDX
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET
D5
116' THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALVD METAL LATH
ON FORTIFIBER JUM50TEX zzlFASTENER
GRADE 'D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
2x STUDS m 16' O.C. MAX W/
INSUL., SEE ENERGY CODE
FORMS FOR INSULATION
R-VALUES
' T f G SUBFLOOR GLUED
AND SCREWED AS PER
SCHEDULE
NOTE:
PER FBCR'305.2.1 - FOR ROOF SLOPES 2J2 TO
LESS THAN 4:I2, A (2) LATER UNDERLAYMENT
SYSTEM IS REQUIRED. FOR ROOF SLOPES OF
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
PERMITTED BUT MUST BE PER ASTM D226 TYPE
11, ASTM D 4a6S TYPE IV, OR ASTM D 6151
3/4' T f G SUBFLOOR GLUED
STUCCO SPECS FOR COMPLETE
AND SCREWED AS PER
INFORMATION)
FASTENER SCHEDULE ON
2x4 CONT, o 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)
FASTEN EACH 2X4 RIBBON W/ (5)
PRE ENG FLOOR TRUSS
FASTEN EACH 2X4 RIBBON W/
(5) 12d NAILS ® EACH TRUSS.
SIMPSON HETA-16 EMBED.
12d NAILS SI EACH TRUSS. BTM.
RIBBON TO BE P.T.
'GYPSUM BOARD OR
BTM. RIBBON TO BE P.T.
STRAP A 32' O.C. MAX VERIFY
W/ TRUSS PLAN
WEEP SCREED
HIGH STRENGTH CLG.
BOARD
PRE-ENG FLOOR TRUSS
(SEE DETAIL 2/D3)
(INSTALL PER MFG. SPECS.)
' GYPSUM BOARD OR }'
_
EMBED. STRAP VERIFY
CONC. FILLED LINTEL BLK W/
HIGH STRENGTH CLG. BOARD
W/ TRUSS PLAN
(1) IS REBAR CONTINUOUS
CONC. FILLED LINTEL BLK W/
%' THICK, 3 COAT PORTLAND
(1) °5 REBAR CONTINUOUS
CMENT
DIRE TLYLASTER TO M SONRYIED
RIBBON
FLOOR CONNECTION AT PARALLEL/
FASTENING DETAIL
2 PERPENDICULAR PRE FLOOR TRUSS
ri SCALE: 3/4'=I'-0'
SCALE: 3/4' = I' -0'
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RwB2.1 ON a' O.S.B.
SHEATHING OR J' 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
1,0000 UPLIFT —
CONNECTOR
2xa SYP 02 —
DBL TOP
PLATE
WALL
SHEATHING
2x8 SYP 02 —
WOOD STUDS
AT 12' O.G. MAX
2x8 P.T. SYP 02
BOLE PLATE
05 REBAR * I6
O.C. MAX, IN
CONCRETE
POURED CELL,
VERIFY PER
PLAN,
SEE ENERGY
CODE FORMS
FOR
INSULATION
R-vALUES z w
co —
WALL )�!
SECTION
WOOD
FRAME To
1B LOCK WALL m°u
EXTERIOR WALL STUDS
(WALL SNEA'WWIG NOT
SNOW FOR CLARITY)
FASTEN STUDIO TO BLOCK WALL
WITH USP MSTA46 STRAP WITH
FASTENERS AS SNOW. INSTAL
RAP L
ST• EA. END (UND) I
SPACE STRAPS AS POLLOUS,
.n0 4-W Vc 32' O.C.
-WO MPN'C', 32' O.C.
-90 MPH WB 46' O.O.
-140 MPH 'C' 46' O.C.
TOP OF 9TTE WALL =
TOLE PLATE
V
TOP OF
ITA00NRl'-W4LL
CMU BLOCK WALL
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
I' GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
SIMPSON
SP2 R EA.
2X8 STUD
" DRY WALL
" DIA ANCHOR BOLT
AT 16' O.C. MAX WITH 1'
EMBEDMENT AND 2'
DIA. WASHER
SIMPSON BPI
0 EA, 2X8
STUD
—(1) COURSE TIE -BEAM
POURED SOLID WITH
CONCRETE. (1)115
REBAR HORIZONTALLY
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
Ix2 P.T. FURRING STRIPS
0 16" O.G.
8' CMU
1/2' GYP. WL. BD.
(1) +4 CONTINUOUS REBAR
WOOD BASE
04 REBAR 40' LONG
W/6' HOOK g 24' O.G.,
MIN, 24' IN SLAB
2'-0" 01'11N.
I IN SLAB)
4' CONC., RE INF. W/ 6'x6'
WI.4XWI.40 WWM ON 6-MIL POLY
ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
/-
TERMITE TREATMENT SHALL BE
6 6
BORA-CARE
2'-0"
(3) 05 REBAR ON CHAIR$
PLACE STRAPS SPACED
AND FASTENED AS
SNCUN WITH ONE
ADDITIONAL STRAP AT
EACH WINDOW KW. STUD
MIN (10) I0d COMMON NAILS
INTO STUD (0." DIA X 1 1/2'
LONG)
FILL ALL REMAMMG STRAP
HOLES W/ 10d NAILS INTO
WOOD BACKINd.
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CMU BLOCK WALL
St RAP TO ChIU BLOCK WALL
H� �77il
W/ W. 3/I6' DIA. X 1-V4'
LONG tAPCCN M480NRT'
SCREWS
EXTERIOR STUD WALL CONNECTION
3 TO FIRST FLOOR MASONRY WALL
A a C Y II T E E T l
6
Design
Grou l2..
1441 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdealgngroup.com
AA M: 0003325
x
w
x
w
0
F
0
i
SILVERADO
LOT #16
BLK #6
PROJWT*
04128.000-01661
uoazu-
4EAB
"1672- ARIA"
GARAGE BIWMG:
RIGHT
PAG3M
MONOLITHIC
2—STORY
WALL
SECTIONS & NOTES
150 MPH EXP. B
DA11/7/17
8CAM 1/4"=1'-0"
Bzza=
D4
PRECAST HEADEWMIN)
2 k 4 (MIN 2 X 3) 1.3/Ih TAPC40N
OR DRIVE PM MIN SHANK SIZE.Hb
-
MIN HEAD SIZE 300
MIN EMBEDMENT 1 VA'),
8' FROM EACH END AND IB' J"�
O.C. MAX MIN1.1/4' EMBEDMENT .T.�
2 X 6 MIN 2 X 3) 2-3/16 TAPCON �?
OR DRIVE PN (MIN SHANK $IZE.145 w --
MIN 1 EAD 84ZE 300,
MIN EMBEDMENT 1 1/4')
e• FROM EACH END AND IS.
DC. MAX MIN 1-1/4' CMDEDMENT
2 X S (MIN2 X 3) 2-3/I6 TAF'CON
OR DRIVE PM (MIN SHANK SIZEJ45
MIN HEAD SIZE 300
2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/4')
SECURE TO SHEATHING W/
VI.-
b' FROM EACH END AND 18'
MIN. 2-12d PER ELK EA END
O.C. MAX MIN 1-114' EMBEDMENT
OBB SHEATHING
OMU WALL
ARCHWAY DETAIL
1 16" AND UNDER
SCALE: VZ'•I'-0'
DEL. TOP PLATE
2k4 IS' O.C. MAX
SECURE 2X4 UU 2.%,
TAPCONS OR DRIVE PM
(MIN SHANK SIZE .Hb MIN.
HEAD SIZE 300 MIN.
EMBEDMENT I v W/IN 8'
EA END NOT TO EXCEED
IBM Of MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN. 2.124 PER ELK
EA ENC
PRECAST HEADEWMIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCO4
OR DRIVE PM (MIN SWANK SIZE.HS
MIN HEAD SIZE 3"
DBL. TOP PLATE
MIN EMBEDMENT 1 V4')
2X4 16' O.C. MAX.
8' FROM EACH END AND 18'
SECURE 2X4 TO
OL. MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MIN2 X 9) 2-SIN TAPC0M
WOOD W/242d . 6'-e'
O.C. STAGGERED
OR DRIVE PM (MIN SHANK SIZE.145
HEAD SIZE 300,
MINMIN
EMBEDMENT
SECURE 2X4 W/ 2.%'
8' FROM EAH AND 10'
TAPCONB OR DRIVE
O.C. MAX. MIN 1-1/4' EMBEDMENT
PM (MIN, 8HAH1C SIZE
2X6 (MIN 2 X 3) 2-3/16 TAPCGN
.149 MIN. HEAD SIZE
CR DRIVE PM (MIN 944AW SIZE.149
900 MR
' WAN
EMBEDMENT 1 Y4NOT
MIN HEAD SIZE
1/16' 9HEATNMG
TO
ARCHIWAY
MIN EMBEDMENT 1 I�
16- MAX
2X4 E
EXCEED Is, O.G.
8• FROM EACH END AND B'
R IN HEIGI4TJ
(WEN OVER
MAX
ST.PLATE
OC. HAX HIN 1.1/4' EMBEDMENT
2X4 SOLID BLOCKING —
2X4 SOLID
SECURE TO SHEATHING W/
BLOCKING SECURE
V2' PLYWOOD
MIN. 2_12.1 PER BLK EA END
TO SHEATHING WITH
MM. 2-12d PER d.K
OR 1/16' OJ!$.
EA END
r,_-�EXTERIOR ARCHWAY
v SCALE: I!l'•I'-®•
lO. 1,W asis. OR )4' PLYLLL"OD SHEATHING
O -0 BLDG FELT
® 24• WIDE 26 GA GALVANIZED METAL
FLASHING
MUST ADD 0I910, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
Q FIBERGLASS SHINGLES
SS
SIMPBON
I/2' CLG. BOARD l iEXT.
9P4 < 32'
SIMPSON SP4 2X4 DBL. TOP PLATE
O.C.
• 52' O.C. 1/2' DRYWALL
2X4 WOOD STUDS .16' OC,
UN.O. ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
S"-SCN SP4
32' O=, MAX
1/2'X9' A.B. 32' OC.
l'EMBEDMENT
CONC. SLAB
2 W. CONT.
1-STORY
INT. BEARING WALL
7 SCALE, I/2'•I'-0'
NOTE: FOR WALLS WINO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
CLOSED VALLEY FLASHING DETAIL
U NTb.
IH n
4 CONTINOUS STRESS
.00KNG MID WALL
4 STUDS o W O.G. MAX,
)N.
T 4 G SUEFLOOR GLUEC
1ST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON MSTA-36 • 32'
D.C. MAX
PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x4 CONTINOUS STRESS
BLOCKING MID WALL
2.4 STUDS . 16' O.C. MAX,
U.ON.
1/2' GYP. WL. BD,
SECURE ST. PLATE TO SLAB
UV U/'x9' ANCHOR BOLT W/ 2'
WASHER SET IN $"—SOH
HIGH STRENGTH EPDXY 1'
EMBED. MR
SIMPSON SPA • 32'O.C. MAX
8 INT. 2-STORY LB.W.
SCALE, 1/2 1'-0'
ARCIJWAY DETAIL
18 AND UP
PRE-ENG TR.ISSE6 OR
CONY. FRAMED RAFTERS
J' 0.8B, SHEATHING OR }'
COX PLYWOOD SECURED
PER FASTENER SCHEDULE
2.4 BLOCKING UNDER
WALL STUDS SCI11E
BETWEEN TRUSS BAYS W/
(3) 12d'. EACH END
2x DOUBLE TOP PLATE
STUDS • 16' OC.
MTS-12 • EVER STUD
2X4 ST. PLATE
DORMER
9 ATTACHMENT
SCALE: I!1'•I'-0'
DBL. TOP PLATE
SE-M 2
LIV
1C2. &X ORIP .CO MFAITX
TETUD
FINISH
1Ab 086 SHEATHING
2 X 4 I6' OC. MAX
(1.
114EN OVER 16' IN HIIEGHT.)
2 X 4 (WA 'N DIM IS' IN HIEGHTJ
V4• TEMPERED MASO+ITE
GLUE 4 NAIL W/Bd'9 _,T O.C.
F NEEDED.
2 X 80LI0 BLK'G • ARCH
SECURE U112-12d EACH END
ATTACHMENT PER
MANUFACTURER'S SPEC'$.
MTL WDW PRAME
'NOTE, NO GAP • WDW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
A CUTAWAY
V2
1-1 SCALE: '•I'-0'
2 X 4 (MIN 2 X 3) 1-5/I6 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 900
MIN EMBEDMENT 1 1/4•)
B' FROM EACH END AND 18•
EXISTING BLK ABY.
OL. MAX. MIN I-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/8' TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
1/16' OSB SHEATHING
MIN EMBEDMENT 1 1/4')
D' FROM EACH END AND IBM
2 X 4 W' O.C. MAX.
OC. MAX. MIN I-V4' EMBEDMENT
(WHEN OVER 16' IN 14EIGHT.)
2 X 4 (WHEN OVER 16'
2 X S (MIN 2 X 3) 2-5/16 TAPOON
16, IN HEIGHT.)
OR DRIVE PM (MIN SHANK SIZE.145
MN HEAD SIZE 300
MIN EMBEDMENT I V4')
2 X SOLID E •ARCH
SECURE W/2-12d .12d EACH END
8' FROM EACH END AND E'
ATTACHMENT PER
OC. MAX. MIN I-I/4' EMBEDMENT
MANUFACTURER'S SPECS.
ML WOWPRAME
1/4' TEMPERED MASONITE
GLUE 4 NAIL W/Sd'S 8'.12' OC
'NOTE: NO GAP • WOW FRAME
TO EXCEED V4'
F NEEDED.
ARCHWAY DETAIL
rj� CUTAWAY
SCALE: IR'.I'-0'
ROOF TRUSS UPLIFT
CONNECTOR NOT
SHOWN FOR
CLARITY (SEE
SHOP DWGS.)
EXTERIOR WALL
SHEATHING (SEE
NOTES) FASTEN EACH STUD
TO DBL. TOP PLATE
W/ USP SPT24 NAIL
PER MANUF. SPECS.
SECTION AT TOP
6OF EXTERIOR WALL
SCALE: NTS
ASPHALT SNMGLES OVER
30 FELT ON 1/16' OBB.
PRE-ENG GABLE TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES
WERE 'X' BRACING IS PRESENT
L C WIT. 214 6" RAi RIlJ '
SECURED W/ (2) 12d'.. EACH
TRu69
(2) 2x4 -J S.Y.P. DIAGONAL BRACE W/ (3)
12d'. • EACH TRUE$ (DIAGONAL
X-BRACING TO COVER 5-TRU6SES
j' GYPSUM BOARD OR I'
HIGH STRENGTH CLG,
NOTE: BOARD
DIAGONAL BRACE • CENTER OF ?BUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE • ANY SPAN W-V OR GRATER REFER TO
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUE$ REINFORCEMENT.
0'-0' TO 30'-0' (1) X-BRACE
30'-1' TO 60'-0' (3) X-BRACE (U X-BRACE • CENTER AND (2)
BRACE DIVIDED EOUALY FROM CENTER TO END
10 GABLE X-BRACING
SCALE: V2'•I'-V
2. RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MR (4) Od GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4)10d GUN NAILS
2. RAFTERS
IxS NAILER SECURE TO TRU98ES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS • EA. TRUSS
RAFTER TO TRUSS MTS-12
CREATE VOID FOR STRAP
ROOF DECKING OVER
PRE-ENG TRUSSES
PRE-ENG. TRUSS
�1 CONV.
0' FRAMED ROOF
lv SCALE: IR'•i'-
W-V TO 30'-0' (U'X' BRACE
30'-I' TO 60'-O' (3) W BRACE
(I 'X' BRACE - CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
SO FELT ON 1/1W 088.
(2) 2X4 •2 SYP DIAGONAIL BRACE
W/ 3-12d • EA TRU88 ( DIAGCNAIL BRACE
TO COVER 5-TI1416SES
2X4 BLOCKING WERE 'X' BRACWG
IS PRESENT
(2) 10d NAILS EA END
TO TRUSS
SFF STIFFBACK
(SEE SEALD ENG PACK FOR Nil wilumminximi
SIZE 4 CONNECTION)
carIIMOM
1/I6' 095 SHEATHING TRUSS 24' oc.
USE Sd NAILS AT
4' — EDGE IS' oc. FIELD
ITV g AG p 1/2' CLG. BOARD
TO
OR 81M 3F'80N HStA-24 i 32 OL MAX. NAIL
TRUS , W/ (2) 12d +SEA. TRUSS
2X4 STP RAT ADJACENT
TO DIAGONAL BRACE.
SHEATHING NAILING TO BE
6' Of -
IN FIELD DBL TOP PLATE
4. O.C.-ALL EDGES W/Sd NAILS 2X4 STUD W OC. MAX
n2-STORY.-GABLEEND CROSS BRACING
SCALE: I/2'•I'-0'
• 05 UPLIFT
SIMPSOM HTSM20
W/10 IBd TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
• 2380 UPLIFT
(2) SIMP80M HTSM20
INSTALLED ON OPPOSITE
FACES OF BLOCK WALL
WAO 10d TO TRUSS
AND (4) 1/4' x 2 1/4.
TAPCONS TO CONT
TAP CONS
MIN. 2' COVER
2' APART
12 T U S CHOR RETROFIT
N.T.S.
2" Z
FINISH -a LANDING i
3/4' PLYWOOD F.F.
I -
DBL 2X6
3/0" MIN. FiNiSH �
3/4' PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS WINDER DETAIL
NAILED THRU 3/4°
FINISH m LANDING PLYWOOD INTO
FINISH
PLYWOOD F.F. EACH STRINGER
LESS THAN 4° TYP.
3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD
ETWEEN SPINDLES
REINFORCED W/2X4 SPFOR CUT TO FIT
JOIST
W/CONT. BEAD OF IX8 RISER
SUB -FLOOR ADHESIVE IV
PL-400 OR SIMILAR 0
Z HAND RAIL
EA HORIZONTAL RUN
F
SECURE TREADS TO STRINGER U
0
II
W/(3)18 3' SCREWS 6 EA
I�
4
STRINGER, UNTHREADED SHANK
Y 1/2' DRYWALL
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
IXIO TRIM
NOTE:
1' NOSING TTP.
STAIRS RISERS TO CONFORM
TO FBCR 5T1-I EDITION (2014) (3) 10d GUT NAILS
MIN. TREAD 10', MAX. RISER -1-3/4'3/16'
MAX. VARIATION IN RISERS/TREADS SLEEPER INTO
m Q
ADJACENT TO EACH OTHER SLAB
3/8' MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA,
TO BE 1 3/4' +-I/4' OR PROVIDE EQUIVALENT
GRASPABILITY STAIR
SECTION DETAILS
WINDERS- MIN. C6' WIDE 0 NARROW END v
MIN, II' WIDTH o 12' FROM NARROW END SC4'=I'-O'
ALE:
3/
34' MIN. HANDRAIL HGT.
.:
6
Design
Grou .2.
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 32750
PH: 407-77446078
FAX: 407-774-4078
www.abdesigngroup.com
AA B: 0003325
F
V
h.
FO
0.
KRi
O
F
HC,
Sumzv. 1e 14OT
SILVERADO
LOT #16
BLK #6
PROJRCT#
04128.000-01661
MODIDU
4EAB
"1672-ARIA"
GARA030 ®PIING:
RIGHT
PAGffis
MISC.
DETAILS
150 MPH EXTR B
n
PRODUCT APPROVAL LISTING -SHINGLES -STANDARD
PRODUCT APPROVAL LISTING
EXPIRATION DATE
FL 30446-114
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10447-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 10456-113
SIMPSON STRONG -TIE CO
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2017
FL 17236-R2
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 17244-Rl
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 17244
FL 6223-112
FL 17236
USP STRUCTURAL CONNECTORS
STRUCT COMP.
WOOD CONNECTORS
2014 FBCR
12/31/2020
FL 7473-R6
EAGLE PRODUCTS
ROOFING
ROOF TILES
2014 FBCR
12/31/2018
FL 12019-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-R2
PLYGEM
SINGLE HUNG
2014 FBCR
7/31/2019
FL 14634-112
PLYGEM
SLIDING GLASS DOOR
2014 FBCR
7/31/2019
FL 15264
PLYGEM
WINDOWS
MULLIONS
2014 FBCR
7/31/2019
FL 14253-113
PLYGEM
FIXED GLASS
2014 FBCR
7/31/2019
FL 15217-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
R 15333-112
MI WINDOWS & DOORS
WINDOWS
MULLIONS
2014 FBCR
12/31/2017
FL 15076•113
GLOBAL PROTECTION PRODUCTS
SHUTTERS
STORM PANELS
2014 FBCR
12/31/2017
FL S678-R3
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5684-R7
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 15279•R4
CLOPAY BLDG. PRODUCT CO.
EXT. DOORS
SECTIONAL
2014 FBCR
12/31/2038
FL 5891-RS
THERMA-TRU
EXT. DOORS
SWINGING EXT. DOOR
2014 FBCR
12/31/2018
FL 10758-116
OWENS CORNING
ROOFING
ROOFING ACCESSORIES
2014 FBCR
04/13/2018
R 10477-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13192-114
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13223-113
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
FL 13265-R2
FL 4103-RB
JAMES HARDIE BOARD
PANEL WALLS
SIDING
2014 FBCR
01/01/2018
TAMKO
ROOFING
ROOFING ACCESSORIES
2014 FBCR
12/31/2018
R 7006-119
IKO
SHINGLES
30 YEAR
2014 FBCR
9/6/2021
FL 158-RB
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
AKCNITICTS-1
6
Design
Groutrl�.
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-7744078
www.abdosigngroup.com
AA N: 0003325
t
0
m
0
qR
�7
9LJEDIV. a LOT:
SILVERADO
LOT #16
BLK #6
PROJECT#
04126.000-01661
HODE1c
4EAB
"1672-ARIA"
GARAGE 8VWG:
RIGHT
PAGE:
PRODUCT
APPROVAL
LISTING
150 MPH EXP. B
AFtCHrr -cr-
STATE Of-' F:LOR DA
�ji
pgp../
CRA
AR NO 93723
DAM 11/7/17
8CAIM 1/4"=l'-0"
OIEET
164 D6
REFORMED CONTROL. JOINT
ANGE OF CONTROL JOINTS Td
E WIRED TIED TO LATH as S'
C. MAX (VEWD.. NOTE, DO
77 FASTEN CONTROL JOINT TO
ALL EVEN IF STUD EXISTS
EYOND EXCEPT STAPLES W/
LEG MAY BE USED TO TEMP.
•CURE CONTROL JOINT
IN JRG INSTALLATION -------
15TENERB TO BE SPACED
T' OC. MAX VERTICALLY
a' TRIM 3 COAT CEMENT
PLASTER
WRB LAYER n, FORTIFIBER
BUILDING PAPER
APPROVED METAL LATH
FASTENED •l' (VEFI O.C. MAX
AT SUPPORTS
WPM LAYER 9,
STUCCO WRAP
WOOD SFEATHIW.a
,TN $HALL NOT
CONTINUOUS a• T. e'
ROUGH CONTROL \ -
IINT9 BUT SHALL
i STOPPED .AND
iD AT EACH SUDS.
iR AOTM CI063
PROVIDE 2X4 BLOCKING
L.1.4
PLACED FLAT MAX. b' i0 B'
FROM CONTROL JOINT WHEN
CONTROL JOINT FALLS ON
ASTENERB FOR LATH TO BE NAILS OR
/ STRUCTURAL STUD
�.
'APLES IN COMPLIANCE W/ ASTM C1063
WIRE TIES To BE (NO. 1W 00415' WIRE /
BLOCKING SHOWN MAY BE IN AODITI \
WALL STUDS REQUIRED PER PLAN
i
O"W TYPE CONTROL
JOINT
Ot FOLD eJl1aRD • PT. A
Gem
I
O— FOLD taWaeD
2. CREASE • PT. B
3. CREASE • PT. C
.Th
^ FELT IW�yER-Ayma\m�
S "ks" le-F INSJ
DRIP EDGE, Or£%AP 3_
11-8- w DELOt
1IIIAT4N6. FlCNANICALLY
PAItTEN 4. OL
Ot FOLD salvJm • n. A
3. CREASE • PR. D
BOLD
NOTE:
APPROVED BUILDING WRAP
SHALL BE LAPPED A MINIMUM OF
MEMBRANE
\v'
6' - VERTICAL LAPS (ROLL
ENDS) 4 b' a HORIZONTAL LAPS.
ALL SEAMS NEED TO BE TAPED
LATH VERTICAL- LAP TO BE I'
LNG. (ODHERING
FLASHING.
FLASHING !COMPATIBLE W/ HOUSE
OVER
WRAP MATERIAL) HOUSE
APPROVED HOUSE WRAP.
WITH FORT15ER SHEATHNNG TAPE
FLASHING TO EXTEND ONTO PIPE
/ \
V OR LESS PIPE
`- —b'xb' SELF -ADHERING MEMBRANE
/ \
PENETRATION
FLASHING !COMPATIBLE W/HOUSE
WRAP MATERIAL) OVER 4'x4'
/ \
-. SELF -ADHERING MEMBRANE
FLASHING OVER APPROVED
�y
I'— X aw K I
'i
HOUSE WRAP.
FLASNNIG TO EXTEND ONTO PIPE
Xt:Z X X
— -
CUT AND OVERLAP ONE SIDE OF
- —�
METAL LATH
SELF -ADHERING MEMBRANE
FLASHING ��� �p
STEP 01.
C7�� �J CUT AND OVERLAP ONE SIDE OF
STEP 0`. FLLASNNG RMG MEMBRANE
WRB LAYER'(,
>!' THICK, 3 COAT CEMENT
Y
MM LAYER -1.
STUCCO WRAP
I
PLASTER
STUCCO U1RA.P
METAL LA14
a nIx PAPER LAP BELOW ONLY
UIRB LAYER -2. FORTIFIBER
I
UFB LAYER -2, FORTINISER
BUILDING PAPER
WRB LAYER •2, FORTIFIBER
WILDING PAPER
BUILDING PAPER
---- METAL LATH
\ /
I
WRB LAYER'(,
WW SELF -ADHERING MEMBRANE
—
STUCCO WRAP
FLABHENG OVER 4'x4'
SELF -ADHERING MEMBRANE
INSTALL FASTENERS (CLIPS,
FLASHING OVER APPROVED
WOOD SHEATHING
STRAPS, STAPLES) AS —
HOUSE WRAP.
REQUIRED TO SECURE
FLASHING TO EXTEND ONTO PIPE
-
�i
PIPE/ WRE TO FRAMRJG
4'x4' SELF -ADHERING MEMBRANE
rLASWIWA OVER
APPROVED
WRAP.ER
2 APER LAP.
SCALE:
® KICKOUT
DETAIL
OL FOLD MWI®• PT. A
I. OelASE . Pi.D
9, CIREABE • FT.G
4. 1'OLD M. G OVER PT-
0 TILL PT. C TO V411IG
DOTtG RANbE
a.
Y,e �
EOT`—
FLANDE IWreR TIWR
SEAL FOLD. 122
Wl G T.
a' THICK, 3 COAT CEMENT
PLASTER flea"), W s COAT
c10,11147 PLASTER (CMI)
WRS LAYER •2, FORTIFIBER
BUILDING PAPER net" ONLY)
LLRB LAYER 4,
STUCCO UWAP(P� Oar)
LAP LAYtaRO M EUILDM INAP
CMR-ILPpJ�G, FLAMM, STOP
614.,W (F )l p�Ly, \
a hA,
EXmEXTE GR CIA(
aae \
t� \I
33• axe WALL PLASNN6
�AI� PLASHING (SCE
VIP —
WALL NISI .111"
"MR Tt SCAL (151 Ot
SOLDIER 11)NOT CIITICLT)
VERTICAL LATH
& PAPER DETAIL
SIDE LAPS OF METAL
PLASTER BASES SHALL
BE SECURED TO
FRAMING MEMBERS.
THEY SHALL BE TIED
BETWEEN SUPPORTS
WITH 00415-IN. 021-MIM1)
WIRE AT INTERVALS NOT
MORE THAN S' (22S-MM).
AS PER ASTM CI063
1B.L
FOR REPAIR OF TEARS
IN UARB LAYERS, TEARS
MAY BE PATCHED
WA40USE WRAP TAPE
PER MANF. OPEC. OR
PEEL t STICK
WOOD
SHEATI
BUILDf
PAPEF
STUCC!
HORIZONTAL LATH
& PAPER DETAIL
WOOD SHEATHING OR CMU
WR5 LAYER 01,
STUCCO WRAP (FRAME ONLY)
9' THICK, 3 COAT CEMENT
PLASTER (FRAME), 1/2' 2 COAT
CEMENT I-LASTER(CMU)
METAL LATN (FRAME ONLY)
LAP WRB a TAPE OVER
ROOF/WALL 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.
W CONT. BEAD CF SEALANT
INSTALL APPROVED HOUSEWRAP AIR.
INFILTRATION BARRIER OVER
SHEATHhNG
ELASTOMERIC COATING OVER STUCCO/
C.V. FINISH (SEE TYP WALL SECTION)
SECTION PER FEC R703b.1
EIdMIrM Willing and PlMiednp
Exterior use of Portland cement getter
mail comply with fine application
requirements of ASTM C 92&12A.
Installation of exterior lading and kwM g
shell comply with ASTM C 1063-12A II
P11='E fi= N Tfiz>4TION ID T7AIL �1=i�41"I
3 4 N.T.S.
LEGEND
DRAINAGE PLANE (WRB
LAYER #1, STUCCO IURAF)
IURB LAYER #2 (FORTIFIBER — —'— —'— —
BUILDING FAFER)
METAL LATH x—x—x—x
STUCCO
UJOOD SHEATHINCx
SELF—ADHESIVE FLASHING — — — — — —
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103,6.1 / ASTM C-847-0g, MIN. 2.5 LBS.
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
A R C R I T E C T 8
Design
Grou
LRY1 R. RVRXLY RDIi�aMR DL.e U.
LONGWOOD, FL 327W
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
h
v
O
O
F
{C.
y
dVHDIV. & LOT:
SILVERADO
LOT #16
BLK #6
PROJWT*
04128.000-01661
HODIM
4EAB
"1672—ARIA"
GARAGE OWING:
RIGHT
PACE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
PRMT
DATM it/- 7
DCAXM 1/4"=1'-0"
aIAEET
WAI
A R C H IT EC T S
INSTALL 6' 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
X: VENT CAP IS TO BE SET IN BED
OF SEALANT AT TOP AND
�..
SIDES ONLY. SEALANT IS TO BE
11..i
TOOLED SO AS TO DEFLECT
WATER AWAY. FROM JOINTS.
E-Z BEAD ALL AROUND
VENT -APPLY SEALANT ALL
-X
JOINTS AND INTERSECTIONS
I_.--
APPLY SEALANT AT PERIMETER OF
BACKER ROD
NON -MOVABLE FRAME AND STUCCO
—
ON ALL SIDES. %'i CAULKING B JOINT
ALL AROUND
R703.8.1
��PERFBC
Exterior lathing and plastering
BACKER ROD
Exterior use of portland cement plaster
shall comply with the application
"'
requirements of ASTM C 926-12A.
M
LInstaliatlon of exterior lathing and framing
shall comply with ASTM C 1063-12A_�
--
WRB LAYER'S,
x
STUCCO WRAP
`
HOODED VENT
X
THICK, 3 COAT CEMENT
I PLASTER
METAL LATH
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
DRYER
VENTDRYER VENT(FRAME)
UIOOD SHEATHING
WRB LAYER M,
STUCCO WRAP
- WRB LAYER '2, FORTIFIBER
c , BUILDING PAPER
WOOD
CONSTUCTION 1 t
`METAL LATH
VINYL CASING BEAD
W RAISED BAND
Ye' TO J�' MID -WALL
WEEP SCREED
&' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
Z FLASHING
STONE VENEER
OVER SCRATCH COAT
HORIZONTAL WEEP SCREED
W/STONE VENEER
(FRAME TO BLOCK(
LEGEND
DRAINAGE PLANE (WRB
LAYER 01, STUCCO WRAP)
WRB LAYER 02 (FORTIFIBER - - - - -
BUILDING PAPER)
METAL LATH x—x—x—x
STUCCO 1__, =]
WOOD SHEATHING =Z=7�TT
SELF-ADHESIVE FLASHING - — — — -
NOTE:
METAL LATH: LATH TO BE PER FBC
R'103.6 .1 / ASTM C-641-013, MIN. 2B LBS.
PER 50. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ELEC. METEf
VERIFY LC
STUCCO
FINISH
6' SELF ADHESIVE
OVER TOP t SIDES
SELF
FLASHING
UNIT
PREMANUR DRYER
VENT CAP (SET IN
CONT, SEALANT)
SEALANT
TOP 4 SIDES
6B DRYER VENT (BLOCK)
CONSTRUCTION
WOOD SHEATHING
WR5 LAYER 01,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
ESUILDING PAPER
THICK, 3 COAT CEMENT
la' TO Ya" MID -WALL
WEEP SCREED
—6" SELF-ADHESIVE
FLASHING
BUILDING PAPER
OVER 'QUICK WOOD FRAMED
FLASH • r — — — WALL
1 HORIZONTAL WEEP SCREED
WALE THROUGH -� / - - (FRAME TO FRAME
i
6' SELF ADHESIVE
FLASHING (INSTALL
PER MANUF. SPECS.)
PAPER
UNDER(NG 'QUICK FLASH' r _ / I I
A VENT PENETRATION
SCALE: N.T.S.
N I�GM IV RG VGIYG
STUCCO SCRATCH COAT
4 1 COAT OF PAINT W/BACK-
ROLL PRIOR TO
ELEC. METER INSTALLATION
I
ELEC. METER FIELD
VERIFY LOCATION
— 1
APPLY STUCCO SCRATCH COAT
AND ONE (1) LAYER OF PAINT
PRIOR TO INSTALLING ELEC.
METER
CAVITY TO BE FILLED
WITH RIGID POLYMERIC
ISOCYANOTE-POLYSLEND FOAM
-("GREAT STUFF' OR SIMILAR)
APPLY A SILICON
BASE SEALANT AT POINT
THAT ELEC. WIRE PENETRATES
PROVIDE STUCCO SCRATCH
COAT LARGER THAN THE ELEC.
METER CAN OR METER CAN
COMBO OR METER CAN AND
DISCONNECT
(A)ELECTRICAL CONDUIT
PENETRATION
CUT OPENING IN
APPROVED HOUSEWRAP
FOR BOX INSTALLATION
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
APPROVED
HOUSEWRAP
BELOW
CUT SUCH THAT_
NO MEMBRANE
ENTERS BOX,
APPLY TO FACE
EDGE
APPLY E-Z
OVER 60 MI
GRADE 'D'
FELT -PROM
SEALANT AT
JOINTS AND
INTERSECTIC
WOOD
C01,15T181CTIOJ
a' CMU
11-1, 0h,
WOOD SHEATHING
WRB LAYER 9,
STUCCO WRAP
WIRE, LAYER -2, FORTIF15ER
BUILDING PAPER
METAL LATH
FASTEN TO WOOD STRUCTURAL
MEMBER • T' O.C. MAX
Ys' TO J4' MID -WALL
WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED
""a' s MASONRY
�B HORIZONTAL WEEP SCREED
(FRAME TO BLOCK)
W
WRB LAYER 01,
STUCCO WRAP
CUT 'X' INTO
SELF -ADHERING /x\
MEMBRANE FLASHING
APPLY SELF -ADHERING
MEMBRANE FLASHING
OVER BOX AND OVER
APPROVED WRB LAYER
01
STET= #1
APPLY 60 MIN
GRADE 'D' FELT
OVER
SELF -ADHERING
FLASHING OVER
APROVED
HOUSEWRAP
STEP #3
STET= #2
WRB LAYER "I,
STUCCO WRAP
SELF -ADHERING
MEMBRANE FLASHING
'IWRB LAYER'2, FORTIFIBER
BUILDING PAPER
STEP #,4
ELASTOMERIC
COATING OVER
STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP #5 STEF #ro
OELECTRICAL RECEPTACLE
r LONGWOOD,FL32750�•
PH: 407-774,6078
FAX: 407-7744078
www.abdeslgngroup.com
AA #: 0003325 y
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#16
#6
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04128.000-01661
MDDZIU
4EAB
"1672-ARIA"
OARAGM Ei'•RNO:
RIGHT
PAO=*
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
ARCHITECT
PRINT
DA2M 11/7/17
8CALIM 1 /4"=1'— 0"
ear
W L2
WOOD SHEATHING —
WOOD
CONSTRUCTION
% HAT CHANNEL
WMe' TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER ^,
STUCCO WRAP
J' THICK, 3 COAT CEMENT
PLASTER
WRB LAYER'(,
STUCCO WRAP
WRB LATER -2, FORTIFIBER
BUILDING PAPER
J' THICK, 3 COAT CEMENT
PLASTER
6' SAF. • TOP OF WEEP SCREED
TO SHEATHING BEHIND WEEP SCREED
4' POSITIVE DRAIN
IICFP C/`PCFD
6' SELF-ADHEREING
FLASHING WRAPPED
s TOP OF WEEP SCREED
TO SHEATHING BELOW
WRB LAYER "I,
STUCCO WRAP
WRB LAYER -2, FORTIf
m BUILDING PAPER
�— 6' SELF-ADHEREING
WRB LAYER 9, FLASHING WRAPPE
WRAP D
STUCCO �v CORNER OF CANTILEVER
AMICO AM66-W-UIC-TBm I 4' POSITIVE DRAIN
CUSTOM CASING BEAD_ /' WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
CASING BEAD
10A DTL.® CANT.
SCALE: I IR' • 1'-0'
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / AST( — I C-84l-09, MIN- 2.5 LBS.
PER SQ. YARD (UTILITI' OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER •1
3/4 RESILIENT ------ WEATHER RESISTIVE
HAT CHANNEL BARRIER -2
h
I' THICK, 3 COAT CEMENT
E. PLASTER
METAL LATH
5/6' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED r
WOOD SHEATHING
FINISH
9' THICK, 3 COAT CEMENT
(2) 2xI2 HEADER
PLASTER
VINYL CASING BEAD � Z_ NO GAP IN FIELD
(SHOW FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11D DRIP EDGE
INSTALLATION
WOOD CONSTRUCITON
RESISTIVE
I
RESISTIVE
2
virvTL cASirvc =ALA "-d' THICK, 3 COAT CEMENT
PLASTER
i
5/S' TYPE 'X' DRYWALL METAL LATH
W/TEX
SH TURED 4 PAINTED WOOD SHEATHING
FINI
THICK, 3 COAT CEMENT HEADER/BEAM
PLASTER
VINYL CORNER BEAD VINYL CORP. 4'
POSITIVE DRAIN
WEEP SCREED
VINYL CA C��I�BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
@DRIP EDGE INSTALLATION
EXT. WOOD
WALL
SUB -FLOOR DECKING
PRE-ENG'D TRUSS
WEATHER RESISTIVE -
BARRIER '1
WEATHER RESISTIVE -
BARRIER 4
THICK, 3 COAT CEMENT -
PLASTER
METAL LATH
WOOD SHEATHING
EXTERIOR GRADE
DRY WALL
J' THICK, 3 COAT CEME
PLASTER
VINYL CORNER BEAD
Y
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
10 CANTILEVER DRIP
EDGE
LEGEND -
DRAINAGE PLANE (WRB
LATER "I, STUCCO WRAP)
WRB LAYER 02 (FORTIRBER
BUILDINCs PAPER)
METAL LATH
STUCCO
FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV.
METAL DRIP EDGE
PEEL STICK) _ SET IN FULL BED OF
W PEEL 4 SEALANT, Y4' MIN.
STICK ® DRIP {n�A7j� SPACE FROM DRIP
EDGE TO i I1 I,� `, FACE TO TREX
DECK LII
�I Y4' GAP FOR BACKER
I'XI 3a P.T. OR SIMULATED
J ROD 4 SEALANT
WOOD (TREX) FILLER,
CONTINUOUS
VINYL CASING BEAD
WATER PROOFING let I\'\
WEATHER RESISTIVE
LAYER (2 LAYER PEEL 4`.,
' / BARRIER -1
STICK) WRAPPED FROM
:�_ WEATHER RESISTIVE
BALCONY DECK TO
BARRIER -2
CANTILEVER ^"�•uw^
W PEEL 4 STICK ® ,t
DECK MEMBRANE,
DRIP EDGE TO DECK �,
EXTEND OVER DRIP
SUB FLOOR
EDGE
®®
3' X 3' 26 GA. GALV.
-
\ METAL DRIP EDGE
--- ---'--- -- ----- -------- - ----"
'SET IN FULL BED OF
1 'XI e/4 P.T. OR SIMULATE
) SEALANT,)J* MIN.
WOOD (TREX) FILLER,
+, / SPACE FROM DRIP
CONTINUOUS
FACE TO TREX
Y4' GAP FOR BACKER
VINYL CASING BEAD
ROD 4 SEALANT
I WATER PROOFING let
FINISH LATER (2 LAYER
LAYER (2 LAYER PEEL 4
STICK) WRAPPED FROM
3 4 RESILIENT
i 2. BALCONY DECK TO
HAT CHANNEL
CANTILEVER
VINYL(�.'
J' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
j 5/8' TYPE 'x' DRYWALL
( .. WOOD SHEATHING
W/TEXTURED 4 PAINTED
I WEATHER RESISTIVE
FINISH
BARRIER I
WEATHER RESISTIVE
T THICK, 3 COAT CEMENT
B A RIETR -
PLASTER
DRAIN
VINYL CORNER BEAD
WEEP SCREED
VINYL CASING BEAD NO GAP IN FIELD
(SHOW FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
11A x—x—x—x EDGE INSTALLATION
WOOD SNEA I HINCz �1��T ter'
SELF-ADHESIVE FL,46HING — —
2x FRAMING MEMBER
J' THICK, 3 COAT CEMENT
PLASTER
CORNER BEAD
FASTENED TO SHEATHING
10 l" O.C. MAX.
WRB LAYER 01,
STUCCO WRAP
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
(14 A CORNER BEAD CC FRAME
2 v2"
� -� CORNER BEAD
(FASTENER 4 SPACINCi e'1' O.C.)
CMU
%' THICK, 3 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
14B CORNER BEAD C� BLOCK
COLUMN SHEATHING
- WEATHER RESISTIVE
BARRIER -1
I '• WEATHER RESISTIVE
BARRIER
`"2
'- 6' SAP.
PEEL 4 STICK
I)(?'x3' 'L' FLASHING
FULLY EMBEDDED
ROOF CEMENT
IIN
1 )�' X 3' 26 GA. GALV,
METAL DRIP EDGE
Y♦' GAP FOR BACKER SET IN FULL BED OF
ROD 4 SEALANT SEALANT, h' MIN.
SPACE FROM DRIP
FACE TO TREX
WEATHER RESISTIVE
VINYL CASING BEAD F •' j
BARRIER 9
•
,X'
WEATHER RESISTIVE
�-
WATER PROOFING let---,-
BARRIER "2
LAYER (2 LAYER PEEL
EXTERIOR COLUMN
4 STICK) ......,. a..ti
COLUMN SHEATHING
`�\PEEL 4 STICK
6' SAP.
• , -,
I'x3' 'L' FLASHING
SUB FLOOR "FULLY
8
EMBEDDED IN
ROOF CEMENT
IVX 3' 26 GA. GALV.
-•
METAL DRIP EDGE
I VXI V P.T. OR SIMULATED
SET IN FULL BED OF
WOOD (TREX) FILLER,
SEALANT, �' MIN
CONTINUOUS
SPACE FROM DRIP
\
ACE TO TREX
Y. GAP FOR SEALANT
VINYL CASING BEAD
OPT. BACKER ROD.
{DATER PROOFING let
MODIFIED'30
LAYER (2 LAYER PEEL 4
3/4 RESILIENT
STICK) WRAPPED FROM
HAT CHANNEL t
BALCONY DECK TO
VINYL CASING BEAD
CANTILEVER
;.
J' THICK, 3 COAT CEMENT
PLASTER
5/S' TYPE X. DRYWALL i
METAL LATH
W/TEXTURED 4 PAINTED
WOOD SHEATHING
FINISH
J' THICK, 3 COAT CEMENT
4' POSITIVE DRAIN
WEEP SCREED
PLASTER
I
VINYL CORNER BEAD (5HOUN FOR CLARIFICATION OF
VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
BALCONY DRIP
11C EDGE INSTALLATION
R COLUMN
(w/"T" PT AcuTT.T(-�
WOOD SHEATHING
Wd2B LAYER -1,
STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER---,
METAL LATH - "I
J' THICK, 3 COAT CEMENT
PLASTER
O'SELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER "I,
i STUCCO WRAP
WRB LAYER "2, FORTIFIBER
BUILDING PAPER
METAL LATH
(EXPLODED J' THICK, 3 COAT CEMENT
VIEW FOR PLASTER
CLARITY)
WRB LAYER'2, FORTIFIBER
BUILDING PAPER(
METAL LATH.—�,
J' THICK, 3 COAT CEt
PLASTER
6'5ELF-ADHERING
FL ASH ING
DRIP CAP _ l
WINDOW FLANGE
15B CASING BEAD @� WINDOW
( FRAME, NO BAND)
A R C N I T E C T 8
Design
Grouirnc-
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774b078
FAX: 407-7744078
www.abdeslgngroup.eom
AA N: 0003325
W
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RIVHDI{. Ae LOT.
SILVERADO
LOT #16
BLK #6
PROJE CTIF
04128.000-01661
MODZU
4EAB
"1672—ARIA"
GARAGE ST/INO:
RIGHT
PAGE:
WALL
ASSEMBLY
DETAILS
150 MPH EXP. B
� ] 11/7/17
SCALD 1/4"=1'-0"
OWE"
WA3
A R C N I T E C T 3
WOOD SHEATHING
WRB LAYER 1,
STUCCO WRAP
WRB LAYER 12, FORTIFIBER
BUILDING PAPER
METAL LATH
J' THICK, 3 COAT CEMENT
PLASTER
6'SELF-ADHERING
FLASHING
VINYL ANGLED
CASING BEAD
DRIP CAP —
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER *I,
STUCCO WRAP
I
WRB LAYER 02, FORTIFIBER
BUILDING PAPER
-
METAL LATH
-II
rJ" THICK, 3 COAT CEMENT
(EXPLODED
VIEW FOR
PLASTER
CLARITY)
WRB LA'
STUCCO
VINYL"
Y,' GAP TYP J' THICK 3 COAT CEMENT
I /CASNG BEAD PLASTER
IX TRIM MEMBER TO TRIM METAL LATH
o STUCCO TO —
SIDING TRANSITION / WRB LAYER PAPER
FORTIFIBER
BUILDING PER
SIDING- , / WOOD SHEATHING
—WRB LAYER h, \ U)RB LAYER H,
STUCCO WRAP \\\\— STUCCO WRAP
CASING BEAD
6' SELF- ADHERE ING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
18 CASING BEAD
(CROSS SECTION)
/ r WOOD SHEATHING
\ If I WEATHER RESISTIVE
WRB LAYER "2, FORTIFIBER \ BARRIER 1
BUILDING PAPER , BAARR ERSISTIVE 02
METAL LATH .: j■ 1 ■� x -I LAP SID
IIr/b' REVEY: NG6' SELr-A
AL / I FLASHING DNERNG
]' THICK, 3 COAT CEMENT e■ 6' SELF -ADHERING d
■ FLASHNG t - I I WEATHER RESISTIVE
PLASTER '■ + I BARRIER 1
STARTER STRIP / \\ \\ BARRIER ER RESISTIVE
6'SELF-ADHERING \
FLASHING • DO NOT CAULK OR I I \\ W SELF -ADHERING
+.\ ■F , ( SEAL OPENING � _ / FLASHING
GALV'D METAL
LL GALY0 METAL 'Z' FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD @) WINDOW
15C (FRAME, W/BAND)
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
WOOD SNEATI-ZING
'Z' FLASHNG
Y' X 6' SIMULATED—� — - - -
WaOD TRIM MEMBER
STUCCO CA9NG
/ I Ya' X 6' SIMULATED
WOOD TRIM MEMBER \,\ ( SEAL GAP WJCAILKNG
OR APPROVED SEALANT
STUCCO CASING
6EA2
SIDING TO STUCCO
® BLOCK TO FRAME
�� TRANSITION
1J
NOTE:
METAL LATH: LATH TO BE PER FBC
R-103.6.1 / ,4STM C-541-01B, MIN, 2.5 LBS,
PER SQ. YARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
I >kIURB LAYER
CONSTRUCTION----
��REe�
STUCCO WRAF
1E— -
I
BARRIER 1
04"!
WEATHER RESISTIVE
" WRB LAYER $12, FORTH=1BER
BARRIER -2
bREVE,� 81D1N��
I BU I L D I NCs PAPER
&'' ELr-ADHERING —�
I METAL LATH
STARTER STRIP
OR
1" TNICK, 3 COAT CEMENT
(EXPLODED
VIEW FOR PLASTER
GALVD METAL
'Z' FLASHING
CLARITY)
_
TRIMMEMBER
CASING BEAD C> RAISED
17 A BAND ( FRAME)
SCALE: 1 1/2'= I'-O"
6' SELF -ADHERING
FLASHING
WEATHER
BARRIER
WEATHER
BARRIER
OF 'Z' FLASNNG
----------------------------------------------------------------- ----------------------------------
_ THICK, 3 COAT CEMENT
PLASTER
SEALANT
METAL LATH
WINDOW FRAME ........ ....... _._ _..._........... WRB LAYER 02, FORTIFIBER
BUILDING PAPER
E-Z BEAD VINYL CASING
--- (W/3/s' FLEXIBLE PVC BACKER ROD)
2X FRAMING
MEMBER
6' SELF -ADHERING
�- FLASHING
UEAT14ER RESISTIVE
\ BARRIER 1 TO LAP
\ 6' MIN ABOVE TOP
OF 'Z FLASHII.Ka
' -W..TNER RESISTIVE
BARRIER 1
WEATHER RESISTIVE
/ BARRIER -2
`GALV'D METAL
Z' FLASHING
DO NOT CAULK OR
— 4FAI APFAIIW.
WEATHER RESISTIVE
BARRIER 1
mv%, FLEXIBLE PVC
BACKER ROD)
SIDING TO STUCCO \-WEATHERRESISTIVE
Ce? FRAME TO FRAME BARRIER a
��,� TRANSITION
l�
SEALANT
WINDOW FRAME
WRB LAYER 01, STUCCO WRAP,
WRAPPED AROUND FRAMING
MEMBER
6' SELF ADHESIVE FLASHING
WOOD SHEATHING
DETAIL BELOW EXPLODED
FOR CLARITY
Ya" GAP TYP' THICK, 3 COAT CEMENT
CASING BEAD PLASTER
TO WINDOW ---METAL LATH
WRB LAYER *2, FORTIFIBER
BUILDING PAPER
WOOD SHEATHING
WRB LAYER "I,
STUCCO WRAP
(o" WIDE PEEL 4 STICK I
WINDOW FLANGE OVER FLANGE
1
I
I
—- E-Z BEAD VINYL CASING
2X FRAMING (W/3/e' FLEXIBLE PVC BACKER ROD)
MEMBER -APPLY FULL BED OF SEALANT BETWEEN
BUILDING
FLANGE 4 BUILDING WRAP
---
WRAP
--------------------------------------------------------------------------------------------------
16A Ez BEAD WINDOW CASING
LEGEND
DRAINAGE PLANE (WRB
LAYER *I, STUCCO WRAP)
WRB LAYER *2 (FORTIFIBER - - - -
BUILDING PAPER)
METAL LATH x-x-x-x
STUCCOT---- =
WOOD SHEATHING n'�=
SELF-ADHESIVE FLASHING - - - -
Desgn
Grou
T LONO WOOD, FL 32750 �• V
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA k: 0003326
F
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0
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c
oulmty as LOT
SILVERADO
LOT #16
BLK #6
paoiloT#
04128.000-01661
MOD7tLc
4EAB
"1672-ARIA"
GAAAGIC OWING:
RIGHT
PAGM
WALL
ASSEMBLY
DETAILS
150 MPH EXP.. B ol
Alll CT -
Pr
DA� 11/7/17
OCAUM 1/4"=1'-0„
mli�'P
A4-
CUT HOUSEWRI
AT 45' ANGLE
MODIFIED 11• CUT
IN HOUSEWRAP
LINE OF WINDOW -
OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER
WD STUD WALL
STEP I
IINSTALL 6'
SELF-ADHE
FLASHING C
NAILING FL
JAMBS
EXTEND FL
BELOW SI
FLEXIBLE F
'DO NOT BE
FIN
TEMPORARILY
FOLD 'UP 4 SEC
HOUSEWRAP(0
TUCK FLAP UNC
at HEAD
FOLD WOUSEW
IN AT JAMBS 4
SLOPE SILL R
NSTALL 6'
SELF-ADHE
FLASHING C
VINYL HEAT
FLASHING (
DAMS) NAII
FLANGE
EXTEND
SELF-ADHE
FLASHING I
BEYOND J,
FLASHING
INSTALL VII
CAP
ALIGN FLASHING
W/ INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES, (CAP
NAILS, STAPLES)
INSTALL DUPONT
FLEXWRAP AS TH
FLASHING AT THE
FOLD
DOWN
DIAGC
ACROI
WINDO
>PPLY Ay• NOM.—
.ONTINUOIUS BEAD
)F SEALANT AT
IAMBS AND HEAD o
APPLY TO BACK OF
JINDOW NAILING
:LANGE IN LINE W/
'RE -PUNCHED
40LES OR SLOTS.
JIDE ADHESIVE —
EXIBLE FLASHING
,VER DRIP CAP
'ECTO-WRAP
EOUI V)
WINDOW FLAS IITING
INSTALLATION DETAILS
O1� (FULL WRAP)
SGALE: NT&
STEP 4
STEP 9
INSTALL
PLUMB, L
AND 501.
MANUFAC
WRITTEN
INSTRUCT
i APPLY
:MEMBRANE
FLASHING
OVER JOINT
TT S I. ITHE CONTACTORS RESPONSIBILTY TO VERIFY
THE COMPATIBILITY OF ALL PRODUCTS INCLUDING
H OUSEWRAP, SEALANTS A SELF -ADHERING
FLASHING MATERIALS USED DURING CONSTRUCTION,
1 2. INSTALL ALL MATERIALS PER MANUFACTURERS II
WRITTEN SPECIFICATIONS
WARNING: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE. _ JI
NOTE; --
11 GLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW II99 FOLLOWIWa COMPLETION OF
EXTERIOR RETROFIT WORK
NOTE• — — --
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
N1TE -- --- —— �i
j SEAL INTERIOR PERIMETER OF WINDOW WITH
SEALANT JI
-14
A R C R I T E C T 3
6
Design
PH: 407-774.6078
FAX: 407-7744078
www.a bdealgngroup.com
AA 8: 0003326
F
W
0
a
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W
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C
BUDDIR at LOT:
SILVERADO
LOT #16
BLK #6
PsoiwT*
04128.000-01661
HODIU,
4EAB
"1672—ARIA"
GAPLAGM BVING-
RIGHT
PAO]&
WALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
150 MPH EXP. B
I A 11/7/17
®CAM 1/4"=1'-0•'
9*Emw
d V A5
a
i
--- --
- - - 2x6 SUB-BANb
��
W/1'x4' NOTCH m
l(S' TEXTURED
FINISH U00D,
r - -
END, WRAPPED IN
TEXTURED
N
PEEL 4 STICK
FINISla'
H m CMU
✓
METAL LATH
x
I
EDGE 1\\
x x x -
—DRIP
METAL FASCIA WRAP
�'
THING
x x x x x • '
I/8' TEXTURED I \\
�
DWOOD USHEA
u1R8 LAYER',
x x x x x x
I
"
FINISH B WOOD I
\\
STUCCO WRAP (FRAME ONLY)
x x x x x x
I/8
1/2' TEXTURED I
;
WRB LAYER n, FORTIFIBER
\
\
FINISH a CMU \
\
i
ESUILDING PAPER
(FRAME ONLY) x
x x x x x x x x x x x x
x x x x x x x x x x x x
\
\\
, )
Z1,METAL FASCIA \\\
2xb suEs BAND m
-
ROOFING CEMENT x x x
x x x x x x x x x x
-
FRAME OR CMU
WRAP Y FROM
8
x x x
x x x x x x x x i% ,- '
FELT PAPER
_a
STUCCO, I' FROM \\
DRIP EDGE x x x x
-
x x x x x x
-- - - -- a WOOD WALL \
METAL KICK OUT x x x x x
x x x x x / -= '
DRIP EDGE
ELAN E3
x x x x x
x x x
(REFERENCE
�—EXTERIOR WALL
POINT
(FRAME OR CMU)
\
x x x x
x =/
ONLY FOR WALL OFF
x
SET OF COMPONENTS)
NOTE: NOTCH FOR 2X(o
\
'�
SUB BAND ONLY
ROOF KICK OUT REMOVED
METAL FLASHING, WRAPPED
�\
FOR CLARITY
\
MIN. Y4' ABOVE BOTTOM OF
\ ROOF DECK (BEYOND)
DRIP EDGE
\ DRIP EDGE, I' OFF WALL
2x SUS -BAND
NOT INTO STUCCO)
WIV2'x4' NOTCH o
�\ I
END, WRAPPED IN
11/8' TEXTURED FINISH Q
PEEL 4 STICK
`
/WOOD, 1/2' TEXTURED
"ROOF CEMENT 6
\\\
FINISH CMU
ROOF EDGE
2x6 SUB -BAND W/I'x4" NOTCH 9
OMITTED FOR
END, WRAPPED IN PEEL 4 STICK
CLARITY
®ELEVATION
METAL FASCIA WRAP I' OFF
SUB BAND DETAIL ® WALL
WOOD WALL. SUB BAND 2'
OFF WOOD WALL
PRE-ENG'D TRUSS TO BE CUT Q
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2'x4'x4'-O'
SCABBED TO TRU55
W1126 NAILS (o'-8'
O.G. MAX.
2x SUB -BAND W/IY'x4'
NOTCH m END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
3"
1
x
�
Lo
x x x
x x x x
4"
x x x x x
x x x x x x
x
f/=
i
x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x x x
x x x x x x x x x x x
x x x x x x x x x x
x x x x x x x x x x
i�x x x x x x x x
x x x
SUB BAND DETAIL C) WALL
W/KICK—OUT
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
WA'x4' NOTCH a
END, WRAPPED IN
PEEL 4 STICK
"ROOF CEMENT 1D
ROOF EDGE
OMITTED FOR
CLARITY
A R C N IT E C T S
5
Design
Gr u 1...
41 N. RONALD REAGAN BLVD.
LONG WOOD, FL 327W
PH: 407-774,6078
FAX: 407-7744078
www.a bdesigngroup.corn
AA M: 0003325
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019,umm a. xa
SILVERADO
LOT #16
BLK #6
PROJnC"
04128.000-01661
moDal.
4EAB
"1672-ARIA"
GARAGM SIWXNG-
RIGHT
PACK:
WALL
ASSEMBLY
DETAILS:
SUB —BAND
150 MPH EXP. B
DDA�7'1�T 11/7/17
8CAIM 1/4"=1'—O"
az130" A 6