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• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
1430 CULVER DRIVE NE
PALM BAY, FL 32907
TEL: (321) 733-7092
FAX: (321) 733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
A.B.
DESIGN GROUP,
1441
NORTH RONALD
LONGWOOD, FLORIDA
Tel:
(407) 774-6078
Fax:
(407)
774-4078
REVIEW BY
CONTRACT DOCUMENTS.
INC.
REAGAN
32750
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN
THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT
BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS
FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR
INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
BASED ON THE DRAWING SET,
M
6
A"I -1 99
...AIAL A
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
ST. CURIE COUNTY B6�`}k
REVIEWED FOP rn.. __7
PLANS A! D PERMlT r cP�
SITE OR NO INSPECT T BE K TON JOg
N(S) WILL BE MADE
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BY
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DESIGN CRITERIA:
ABBREVIATIONS
REVISIONS
INDEX OF DRAWINGS
-FLORIDA BUILDING CODE RESIDENTIAL
(FBCR) 2017, 6th EDITION
- FLORIDA FIRE PREVENTION CODE 6TH EDITION
- NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
ALL LOCAL AND STATE CODES
*OCCUPANCY — RESIDENTIAL, GROUP R3
• CONSTRUCTION TYPE — VB
• MIN. INTERIOR FINISH — CLASS B
• BASIC WIND SPEED — Vult=160 MPH
Vasd=124 MPH
• EXPOSURE — C
• 1—STORY RESIDENCE —
• 2—STORY RESIDENCE —MAX. HEIGHT AS PER LOCAL
AND STATE CODES
AHV.
A/C
ADJ.
ALT.
AMP-
BD.
cL
CAB.
CLG.
CLR.
CONC.
CPT.
C.T.
D.
DBL.
D.G.
DIA.
DIM.
DISP.
OR
DR.
D.S.
DTL.
D.W.
EA.
ELEV.A.
EQ.
EXH
EXT.
F.G./FX .
F.G.
M.
FLUOR.
FR. DR.
FTG.
GA.
GAR.
GAR. DISP.
G.F.I.
GL
GYP. BD,
H.H.
H.C.
HDR.
HGT. OR HT
INSUL.
INT.
ABOVE
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
CENTER LINE
CABINET
CEILING
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
D
DISHWASHER
EACH
ELEVATION
EQUMIHALUST
EXTERIOR
FDIEDD GLASS
FUEL GAS
Pam
FLOOR
FLUORESCENT
FRENCH DOOR
FOOTING
GAUGE
GARAGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIGHT
INSULATION
INTERIOR
LAV.
LUM.
M.C.
M.
MIN,
MTD.
mm
N.T.S.
O.C.
PL
P.B.
PH.
PLT.
PLYWD.
PR.
P.T.
IL
BAD.
R.A.G.
REF.
RM.
R.O.
S.D.
S.H.
SLTT.
SHTHG.
s
SL
S• GL.
STD.
sW3
SC
Tom•
THIL
T.O.C.
T.O.P.
T.O.S.
TYP•
U.N.O.
V.P.
W.
W/
WD.
WDW.
W/II
W.L
LAVATORY
LUMINOUS
MEDICINE CA320
MANUFACTURER
MINIMUM
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSH BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADIUS
RETURN AIR GRILL
REFRIGERATOR
ROOM
ROUGH OPENING
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
MILAR
SLIDING
WING GLASS
STANDARDFINALL
SECTION
SOLID CORE
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
REV.
DATE
DESCRIPTION
SHEET
# DESCRIPTION
--
01 31 14
BID SET ISSUED
PG Cl—COVER
PG GN—GENERAL
PG 1 —FOUNDATION
PG IA —DOWEL
PG 1B—LINTEL
PG 1B.1—SAFE
PG 2 —FLOOR
PG 3C—ELEVATIONS
PG 4C—FRAMING
PG 4.1—CONNECTOR
PG 5—ELECTRICAL
PG 6-11VAC
PG Dt—FOUNDATION
PG D2-1—STORY
PG D3-2—STORY
PG D4—MISC.
PG D5—PRODUCT
PG WA1—WALL
PG WA2—WALL
PG WA3—WALL
PG WA4—WALL
PG PG WA5—WALL
PG WA6—WALL
PAGE
NOTES
PLAN
PLAN
SCHEDULE
LOAD TABLES
PLAN
"C"
PLAN
SCHEDULE
PLAN
PLAN
DETAILS/SECTIONS
WALL SECTIONS & DETAILS
WALL SECTIONS DETAILLS
DETAILS
APPROVALS
ASSEMBLY DETAILS
ASSEMBLY DETAILS
ASSEMBLY DETAILS
ASSEMBLY DETAILS
ASSEMBLY DETAILS —WINDOW FLASHING
ASSEMBLY DETAILS —SUB —BAND
--
02 27 14
CONSTRUCTION DOCUMENTS COMPLETE
--
06 02 14
„„
RANEY TRUSS ENO. 160—C ELEVATION C STD. ONLY
--
06 05 14
„ „
RANEY TRUSS ENG. 160—C ELEVATION D STD. ONLY
--
07 31 14
RANEY TRUSS ENG. 160—C OPT. LARGE LIV. & LANAI
--
07 01/15
FBCR 5TH EDITION 2014) CODE UPDATE
SQ.FT.
CALL. S
LIVINGS 16-72 SQ. FT.
GAS 432 SQ. FT
ENTRY 38 SQ. I=T.
LANAI 96 50. FT.
TOTAL 2238 5Q. ET,
A/C VOLWE 14-t13.1
1 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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stmDm ea LOT:
CREEKSIDE
LOT 63
PROJECTS(#
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"1672— ARIA"
GARAGE STaNG:
LEFT
PAGE:
COVER
PAGE
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
0 A 211,1
` A `
DATE: 06/06/18
8CALE: 1/4"=1'-0"
SHEET
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS,
A. FLOOR LIVE LOADS R301.5 (PSF)
I.
SLEEPING ROOMS
II.
ATTICS W/ STORAGE
III.
ATTICS W/OUT STORAGE
IV.
POOLROOMS
V.
BALCONIES AND DECKS
VI.
STAIRS
VII.
ALL OTHER ROOMS
B. FLOOR DEAD LOADS R301.4 15 (PSF)
30
20
10
75
40
40
40
C. ROOF LIVE LOADS R301.6 **
I. `MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
II, EXPOSURE CATEGORY
III, WIND DIRECTIONALITY FACTOR (KD)
IV. INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0,86
±0.18
11
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, 6TH
EDITION (2017).
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 FORALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10 FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND
COMPACT TO 951/o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY
SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
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- 03 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 3/<",
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MA.QnNRV
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH 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 6TH EDITION (2017), SECTION R606.3
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 R606.2.11. OF THE FBCR 6TH EDITION (2017).
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).
2. PER FBCR 6TH EDITION (2017) 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 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R5W.2.4
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 2511
.
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 255 WHEREVER POSSIBLE.
6. CLEARANCE OF MAW 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 3/,"
D. BEAMS, COLUMNS:
I. 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.
TIMRFR
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULESFOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (7I-1-07)
E. APA- THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2, ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb = 1,100 PSI Fv = 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, 6TH EDITION (2017), 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 R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017).
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" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS, PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED'/4" 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 OR 7116 ZIP SHEATHING
SYSTEM.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL
POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS
SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED
CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS,
CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN
ACCORDANCE WITH ANSI A58.1-1982.
16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS
SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240.
17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF 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 6TH EDITION (2017).
PLUMBING Jte
1, SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 4APPROVED BY THE BUILDING OFFICIAL.
2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" OSS-LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3, CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX.
4: SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5: ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6: NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005,2 OF THE FBCR 6TH EDITION (2017).
8, FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017).
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 6TH
EDITION (2017).
EXTERIOR WALL COVERINGS
1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
ASTM-C1063-12a.
3: LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7OF THE FBCR 6TH EDITION (2017), 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-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
UNDER STAIR PROTECTION:
1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
EXTERIOR CEILINGS
1: EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
1 N. RONALD REAGAN BE
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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LEFT
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GENERAL
NOTES
160 MPH EXP. C
DAT ` 06/06/18
SCALE: 1 /4"=1' - O"
Sli=T
SLAB
DOWEL LECxEND
■ CONT. VERTICAL DOWEL
TO LINTEL COURSE
SECURE STRAP TO
UNIT W/ (2) M'8xl 1/4
SIFT I" fTL SCREWS
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
CONC. W/ (2)-3/I(o'X2"
TAP -CONS
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4" DIA.
OVER HEAD ■ 12" FROM STRUCTURE
KITG+�EN
SINK W/
AUTO VENT
2" V.T.R.
J_4
2° 1z 21
21
2� 1 1/2"
I I/2-----��-I
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I WASHER
LAv.
LAv.
SHWR
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2" V.T.R.
I I/2 2 -1 7)ri.
11/2
2"
11/2"- I
1 I TUB 1
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I
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TO
MAIN
4' CONC.
SLAB
B
DI
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261-all 121_011
' o
EXTEND END OP PVC
CHASE UP 12' ABOVE
i — COND. GONG. PAD
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF R3113J OF THE EBCR 6th EDITION (2011)
24"X24"XI2" CONC.
PAD W/3-"5 BARS
E.W. ON CHAIRS
MIN. 3" COVER
•1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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4EAB
"1672-ARIA"
GARAG& 1111M NG:
LEFT
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
07
DART ., 06/06/18
®CALF: 1/4"=1'-0"
�IHEET
23' - a'
10'-4"
1'-0°
DOWEL LEGEND
■ CONT. VERTICAL DOWEL
TO LINTEL COUR5E
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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04321.000 063R1
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4EAB
"1672- ARIA"
GARAGE 8MMG:
LEFT
PAGE:
DOWEL
PLAN
t60 MPH EXP. C
ARCHTECT:
STATE OF FLORIDA
JUN 0-7
PRII�iT 06/OB/18
9DATE: CAL.E: 1/4"=1'-0"
L— 2 L— 2
(2) 3052-5H
EGRESS (2) 3052-5H
II
I ici
I I�
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RO6MNG I I
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8'-S" CLG.
W.I.C.
8'-8" CE6.
0
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8'-8" CLG.
I
I
0110 KITCHEN
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8'-8" CLG.
--------------------
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S'-8" CLG.
L— 7
ENTRY
8'-8' CLG.
LINTEL SCHEDULE
NOTE:
T4-4E LINTELS MAY 5E SU55TITUTED WITH LINTELS FROM ANOT4-4ER
MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR
GREATER CAPACITY THAN THE VALUES STATED
LANAI
6-8' CLG.
GREAT ROOM
8'-8" CLG.
BDRM.#3
8'-S' CLG.
BDRM. 2
s'-8" cLG.
(2) 3052-5-4
EGRESS
L— 2
<^zT.lc,m,GTlt LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYf E
COMMENTS
L 1
11'-4"
8F28-15/IT
L 2
-1'-6"
SFI6-15/IT
1-3
12'-0"
SFI6-15/IT
L 4
9'-4"
SFI6-15AT
L 5
7'-6"
SF24-15AT
L 6
4'-6"
1 SF16-05/IT
L 7
4'-6"I
SRF6-@5/IT
RECESSED
SW6-05/IT SFI&-05/IT 8FI(o-15/IT SF24-15/IT 8F28-15/IT
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 J
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04321.000 063R1
MoaEZA
4EAB
"1672- ARIA"
GARAGE BVING:
LEFT
PAGE:
LINTEL
SCHEDULE
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
i
if � F III 11
1"
L
AND A ABO HACRA
AR NO 93723
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DATE: 06/06/18
BCAL C: 1/4"=1'-0"
SHEET
I
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
CAST -CRC
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-06
8F16-0B
8F20-OB
8F24-OB
8F28-OB
8F32-OB
8F8-1B
8F12-1B
8F16-1B
8F20.1B
8F24-1B
8F28-1B
8F32-1B
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
T-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
1 7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
16 55
2889
5057
6096
5400
6424
7450
5'-10" (70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
1 5260
7134
8995
6890
T-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
1 6613
5047
9'-4" (112") PRECAST73
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10'-6" (126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'-4" (136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-0" (144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4" (160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-0" (168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1335
1714
2153
2666
14' $" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4" (184") PRESTRESSED
N.R.�420
NR
NR
NR
NR
NR
NR
NR
695
1250
1855
2370
2890
3410
17'-4" (208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4" (232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
240
400 1
750
1090
1400
1720
2030
21'-4" (256") PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0" (264") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
F
N.R.130
NR
NR
NR
NR
NR
NR
NR
240
470
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
4^ZT-44X4W
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-IT
8U8
8F8
8F8.2T
8F12-2T
81`16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-2T
2'-10" (34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
3165
4125
5091
6061
7036
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5'-4" (64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
1393
1437
2050
2670
3293
3920
4549
5'-10" (70") PRECAST
1272*
1357
1930
2505
3084
3665
4247
41$
41$
1272
1315
1875
2441
3010
3583
4157
6'-6" (7811) PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112") PRECAST
801*
612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6" (126") PRECAST
716*
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4" (136") PRECAST
666*
439
696
899
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-0" (144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1799
2086
13'-4" (160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0" (168") PRECAST
458*
316
493
635
778
922
1065
286
360
548 7378
629
922
1254
1567
1816
14'-8" (176") PRESTRESSED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
16 4" (184") PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4" (208") PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1121
1389
19'-4" (232") PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4" (256") PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-0" (264") PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0" (288") PRESTRESSED
127
165
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
C�T-C
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-0B
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1 B
8RF10-1 B
8RF14-1 B
8RF18-1 B
8RF22-1 B
8RF26-1 B
8RF30-1 B
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5-8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5-1 Oil (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
7'-6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071
1342
1614
1886
535
1 928
1497
1 2179
1 2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
C'°r'C' r4
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
8RF10-1T
8RF14-IT
8RF18-IT
8RF22-1T
8RF26-IT
8RF30-1T
8RU6
8RF6
8RF6-2T
8RF10-2T
8RF14-2T
8RF18-2T
8RF22-2T
8RF26-2T
8RF30-2T
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" (54") PRECAST
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1455
2240
3036
3837
4643
5453
5'-8" (6811) PRECAST
924*
1172
1795
2423
3055
3689
4325
501
501
924
1132
1741
2357
2978
3603
4230
5'-10" (70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
g30
1100
778
956
1468
1987
2509
3035
3563
T-6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1762
2225
2690
3157
9'-8" (116") PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1369
1728
2088
E2450
TYPE DESIGNATION
8F16-
NOMINAL WIDTH -
NOMINAL HEIGHT
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
r BOTTOM OF LINTEL CAVITY
I
1 B/1 T
L_
QUANTITY OF #5
REBAR AT TOP
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
w
x
J
Q
z
O
z
4.�
.•
.. r
7-5/8"ACTUAL
8" NOMINAL WIDTH
#5 REBAR TOP
MIN. REQ'D
1-1/2" CLEAR
�1AK1J
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
SAFE LOAD TABLE NOTES
MATERIALS
GENERAL NOTES
1.
All values based on minimum 4" bearing. Exception: Safe loads for unfilled
1. f'c precast lintels = 3500 psi.
1.
Provide full mortar head and bed joints.
lintels must be reduced by 20% if bearing length is less than 6-1/2".
2. f'c prestressed lintels = 6000 psi.
2.
Shore filled lintels as required.
Safe loads for all recessed lintels based on 8" nominal bearing.
3, f'c grout = 3000 psi w/ maximum 3/8" aggregate.
3.
Installation of lintel must comply with the architectural and/or structural drawings.
2.
N.R. = Not Rated.
4. Concrete masonry units (CM U) per ASTM C90 w/
4.
Lintels are manufactured with 5-112" long notches at the ends to accommodate
3.
Safe loads are total superimposed allowable load on the section specified.
minimum net area compressive strength = 1900 psi.
vertical cell reinforcing and grouting.
4.
Safe loads based on grade 40 or grade 60 field rebar.
5. Rebar provided in precast lintel per ASTM A615 GR60.
5.
All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
5.
Additional lateral load capacity can be obtained b the designer b providing
p tY Y 9 Y p 9
Field rebar per ASTM A615 GR40 or GR60.
height of 8l hei with a nominal met d U longer ageor exceed 80
l
Y above the precast lintel.. addional reinforced masonry
6. Prestressing strand per ASTM A416 grade
6.
7.
Bottom field added rebar to be located at the bottom of the lintel cavity.
7/32 anchorage. diameter wire stirrups are welded to the bottom steel for mechanical anch
6.
One #7 rebar maybe substituted for two #5 rebars in 8„ lintels only.
270 low relaxation.
7. 7/32 wire per ASTM A510.
8.
Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
7.
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. Mortar per ASTM C270 type M or S.
9.
Safe load ratings based on rational design analysis per ACI 318 and ACI 530
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.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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04321.000 063R1
asoa�rs
4EAB
"1672- ARIA"
GABAQE ®WDWQ:
LEFT
PAGIM:
SAFE LOAD
TABLES
t60 MPH EXP. C
ARCHITECT
STATE O = FLORIDA
LA',"AABO
ACRA
Dp Z: 06/06/18
SCALE: 1 /4"=1' -oil
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.9.4
FLAME: SPREAD AND SMOKE: -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH 1`5C R302.10B
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND G=
OPENINGS
SWARE
ZONE
160 WH WND MA)
REMAfiKS
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
S.G.D. MIN.
12
5
30/-3-t
CRITERIA
80'10 O.H.D.
5
30/-38
160-10 O.H.D.
112
5
29/-35
SOFFIT
N/Aj
5
31b/-38.8
-682
I :
ROOF TILE
N/A
3
3
-5829
APPLICABLE
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1
TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD
VALUES FROM THE PRODUCT MANUFACTURER.
WALLS
GABLE GOOFS
I -gar 5); 1 foot v- 304.8 mm, i degree r 0.0175 rad.
Note; a = 4 feet in 0 cases.
I
GABLE ROOFS
0<10
j
1
100 < 0 :�-: 46"
iz 38' - 8"
12'-01
4'-V
-4°
HP
(2) 3052-SH
EGRESS
(2) 3052-614
b
a
i
IEXTERIOR MASONRY
WALL 5RCs. HEIGHTS
SQ.FT.
CALC. S
LIVING
1612
SQ. FT.
GARS
432
SQ. FT.
ENTRY
38
SQ. FT.
LANAI
96
SQ. FT.
TOTAL
2238
50. FT.
A/C VOLUME
14-113.1
TOP
PLATE Q
m
��BAR DETAIL
�% SCALE: 112"=1'-0"
1 �P
I�,
g� GARAGE u+?++`0� �•+ y,�
t @ 8'-8" CLG�s. '7�t0
Hill
) ri
C7 r
r
BDRM #2 _
i r
, r
ENTRY 3`10"
.. 8'-8' CL.G.
HIP ROOFS r (2) 3052-514 AR c
.100 < 0 15 30" IL
16'-0"Xi'-0"O.H.D. ECsRESS
i co, Irm low!�.
FIGURE F1301.2(7)
COMPONENT AND C-LADDING PRESSURE ZONES
NOTE:
-2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE:.
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN.
-OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL
5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35
MM) IN THICKNESS, SOLID ORHONEYCOM5-GORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
�n ;=n
Q VANITY
(f)VANITY
d N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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04321.000 063R1
MODEL:
4EAB
"1672-ARIA"
C;AR.AG'�E S WMGtr:
LEFT
PAGE.
FLOOR
FLAN
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
AN 12
DATIM. 06/06/18
t9CALE: 1/4"=1'—O"
19HEET
1 0'-0' FIN. FLR.
8'-8" BRCx. HGT.
0'-0" FIN, FLR.
-All
12
6t>
REAR
TEXTURED FINISH
I'-011
ELEVATION
I�6
OFF RIDG5 VENT
L1E T
TEXTURED FINISH
SHINGLE ROOF
4" RAISED BAND
5R3. HGT. 8'-8" BRCS. HGT. —
WA
TYP.
OPT. COACH s
LIGHT wA2
OFF RIDGr= VENT
ELEVATION
OFr- RIDGE VENT
ii
Ii
01-F RIDGE VENT
r
""IGHT ELEVATION
TEXTURED FINISH
12
6
12
Fi� "-I'
i - I I I ==]i I ;I=
EQ. EQ-
•• DRAIN
TILES
•\
��_
\
�i��_
IIII ■■ ■,1 III'
..
DECORATIVE
RAISED
,. -
FRONT ELEVATION_
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4
I1-011
"
J 0'-0" FIN. FLR.
8'-8' BRCS. I-KsT.
� 0-0" FIN. FLR.
MODEL 1672-ARIA
AREA OF ATTIC
= 2334 SQ. FT,
NET FREE VENTILATION AREA RI
1/ 300
REQUI RED VENTILATION AREA
= 2334/300
= 7.78 SQ. FT.
7.78
= 1120.32 SQ. IN.
MI N. REQUI RED VENTI LATION
= AX 1120.32
IN UPPER PORTION OF ATTIC
= 448.128 SQ. IN.
(BALANCE TO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (net free area)
TOTAL# OF VENTS REQUIRED
= 3.00
TOTAL# OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA
7 SQ. IN. PER LINEAR FT (netfree
area)
LINEAR FEET OF SOFFIT REQUIRI
64.02
L
?;!j
n�ECO. DETAIL
SCALE: 1/2' = F-0"
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 63
PROJECT#
04321.000 063R1
MODEL:
4EAB
"1672-ARIA"
GARAGE 8111'ING:
LEFT
PAGM
ELEVATIONS
ff J$
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
� 7+
PRINT
DATE: 06/06/18
8CALM: 1/4 'p=11— 0"
OMMET
d N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
4EAB
'1672-ARIA"
GARAGE 8WMG:
LEFT
PAGE:
FRAMING
LPLAN
t60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
E ti
BOLA A;ABOUCHACRA
A O 93723
06/06/18
SCALE: 1/4"=11— 0"
SHEET
4C
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 A
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MODEL:
4EAB
"1672—ARIA"
GA tAGZ isw> NG:
LEFT
PAGE:
CONNECTOR
SCHEDULE
t60 MPH EXP. C
ARCHTECT=
STATE OF FLORIDA
06/06/18
I SCALI: 1/4"=1'-0" 1
4.1
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www. a b d es i gn gro u p. co m
AA #: 0003325 J
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4EAB
"16"72—ARIA"
GARAGE P!'1IMM
LEFT
PAGE:
ELECTRICAL
PLAN
I60 MPH EXP, C
ARCHTEC
STATE OF FLORIDA 7
DATE: 06/06/18
DATE:
BCALE: 1/4"=1' - 0"
!SHEET
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SVHDIV. dC LOT:
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LOT 63
PROJECT#
04321.000 063R1
MODEL:
4EAB
1672- ARIA"
GARAGE SVrMG:
LEFT
PAGE:
HVAC
PLAN
t60 MPH EXP. C
JU
0
r
r
DATE: 06/06/18
SCALE: 1 /4"=1 P - 0"
SHEET
rm
V)
(V 5 REBAR VERTICALLY W/ CONC.
POUR CELL
SEE BiERSY CODE FORMS FOR
NSULATICN R-VALUES
TEXTURED ri
IL V
> a• cm
n 1/2' GYP. WI-. W.
WOOD BASE
.7 i p STOP - a 4' CONC. REINFORCED W/ 6'X6'
d _ WAXWIA WLF OR FIBERMESH ON
b-MIL VAPOR IETARPER ON
p WELL -COMPACTED CLEAN FILL.
• TERMITE TREATMENT TO BE
BORA-CARE APPLIED AT FRAMING"
Zp �W
Ip �> 4" I'-O' 4
(2) 5 REBAR ON CHAIRS
1-STORY FOOTING
DW/ BLOCK WALL
1 SCALE.
ro
4' CONG, REINF° W/ b'x6' WIAXWL40 WUM ON
6-MIL POLY ETHYLENE VAPOR RETARJER
F 4" ON WELL -COMPACTED CLEAN FILL TERMITE
m p S, TREATMENT SHALL BE MORA-CARE
(I) 5 MBAR ON CHAIRS
4 THICKEN EDGE
6CALE: 1/2'.r-IS'
w
z
Q
z a M4LA�
vow
MS.. VAPOR
LL-COMPACTED CLEAN
TREATMENT TO BE
A.bl 1t A4l AMIWn
cr 5 REBAR ON CHAIR$
w m 4" 4"
, -4
1-STORY FOOTING
4A AT FRONT PORCHES
T
W/ 6'xb' WIAXWAV WWM
ETHYLENE VAPOR
ELL -COMPACTED CLEAN
(2) 5 REBAR ON CHARD
w TOP 9 4' CONC. RED W/ b'X6'
Q WAXWIA WWF OR FIBEIli ON
L 6-MIL VAPOR RETARDER ON
L-COMPACTED CLEAN FILL.
Ti TREATMkT1Y TO BE
-CARE APPLIED AT
FRAM
z 0, g" 4" (3) 5 RE ON CHAIRS
2-STORY FOOTING
W/ BLOCK WALL
lv ecALE:I/2"PP-0"
5 REBAR SET N Si HIGH
i `" / 8T}ENGTH EPOkY 6' EMBED. MIN.
L
I
4' CCNC, Ili W/ 6'x6' WL4) WAV
a-.°.. ;a WWM ON 6-MIL DOLT ETHYLENE
VAPOR RETARDER ON
WMLL-COI°MPACMD CLEAN FILL
TERMITE 11RMAfMi SHALL BE
BORA-CARE
TYP. RETROFIT FOR
A OMITTED DOWELS
atUDB
ATE To STUD W/
aP • O.0 MAX
8E t P SLAB W/ }' IT —HI 2bW PSI • 26 DAYS
. PLATE rW SLAB W/ }' WASHER T ILA TO SLAB W/ iOd _� _° °.� I SLAB RENFORCED Wl
T W/ 2' WASHER Y' D. W'L • OG MAX NAIL • 32' OG. MAX !' NOSI 10° 6 x i - WL4N11A WWM.
. MIN. • 32' OG MAX —
o
4 REINFORCED W/ 6'X6' WIAXWLS
4' INFORCED W/ 6'X6' W.4XWA
WIF FIBER"E64 ON 6-MIL. VAPOR
I
WSF OR FI R-i CK 6-MIL VAPOR
}ETA ON WELL -COMPACTED CLEAN
RETARDER DELL -COMPACTED CLEAN
FILL. YE YE TREATMENT TO BE
FILL TERMITE ATMM TO BE
M
BORA_ APPLIED AT FR'AMINS.
BORA-CARE At FRAMING,
(2)051EBAR CHAIRS
(3) 5 REBAR ON IRS
1-STORY FOOTING
2-STORY FOOTING
AT L.B. W° (W/ UPLIFT)
SGAL.E: 1/21=1'-m'
AT L.B. W.
SCALE: 1/2". I.
4' Cai R`cINF. W/ 6'x6' WAxDL40 WAM
ON 6-MIL POLY ETHYLENE VAPOR
SPUDS 16' O.C. MAX
RETARDER ON WELL -COMPACTED GLEAM
4"
4'
FILL TERMITE TREATMENT SHALL BE
SECURE BoTrOM O W/
BORA-CARE
SIMPSON SP4 ' O
GARAGE STEP—UP
HEIGHT CF GARAGE SECUREST o W/}•x8'
NON -BEARING
VARIES WITH SLOPE 'web 2' R -t' EMBED.
IX MA
5
w KY N FOR EXPANSION
C"
a+�
°
u
REINFORCED W/ 6'X6' Wi
W
4' AXWIAO WU't ON
FISERNESH ON 6-MIL VAPOR
-MI P'O Y EY VAPOR RETARDER
BETA R ON DELL -COMPACTED GLEAN
...
LL- CLEAN FILL tERMITE
p,
FILL. TE TREAIMMENT TO ISM
A BE BOIRA-CARE
-Q'' 4'
BORA-GA APPLIED AT PRAMNG.
=JQ
(2) 5 111i AIRS
rARAGE STEP-1'T
NON -BEARING
EXTENDED STEP
SCALE,
SECURE RT. ST. R
EMBED. MW'L 2
n
> ON -M Y ETVAPOR ON
HYLENE
ON HELL -COMPACTED CLEAN
a N ITE TREATMENT SHALL BE
0. (3) 5 ON CHAIRS
L�
mp 4 B 4
ARAGE STEP-UP
2-STORY L.B.W.
6 E EXTENDED FOOTING
SCALE:
151ED SLAB I Vii „ Cum HEIfiQ'f KARIES ,/-�
z-
L
ONO. REINF. W/ 6'x6' WIAXWIAV WUM
-
° ON 6-TMRL POLY ETHYLENE VAPOR
IIMTARDER ON WELL-COI'APACMD CLEAN
TERMITE tfill ENT SHALL BE
W
ARE
��z
(v ro aN R AlRB
m
LAB AT GARAGE
7
SERVICE DOOR
• '_'-C
NOT USED
1 `F
LNTEL GMT (TYPJ$'
CmRLLED CELL (TYPJ2X
WALL FRAMNG
IWAS14ER
(4))Ocl' ANC44OR BOLT$ a (4))FXT'
J-BOLTS MN° b'EMB11i W/ 2'k?'XVS'
AND NIT SPACED EVENLY FROM
FLOOR TO BOND BEAM. SET N JONT6
PRIOR TO RLLNG. (SLEEVED MICHOR N
SOLID FOUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
_
BLOCK WALL CONNECTION
\l
acALE: V2'.i'-&
.,' /—(V 5 REBAR VERTICALLY W/ CONIC.
y / POURED CELL
$' CMU
z
L v NOTE, OPTIONAL USE O=
CONCRETE CURB • GARAGE
WALLS TO SE DETERMINED BY
6?U(SCO BUILDER 5r DIVISICK
STOP
- CIRB HEIGHT VARIES jl
w w a I
� Z
>z L
i0 0 a 4' GONG. REINFORCED W/ b'k6' WIA)WI.4
_ Will- OR FIBERME$H ON 6-MIL. VAPOR
�- RETARDER ON WELL -COMPACTED CLEAN
a. FILL TERMITE TREATMENT TO BE
BORA-CARE A"'LIM AT FRAMING.
z W 1•-m• 4^ (2) 5 RE6AR ON CHAIRS
Lm mp 8°
o
1-STORY FOOTING
AT GARAGE
cCGNC IENFORCED W/ 6'x6' WAXWU
i-.
14' RADI
OR R
OR FIBERME614 ON 6-MIL. VAPOR
z W ER O'1 WELL -COMPACTED GLE
'^
` d
/
��EL
FILL. TIE TIPATMENIT TO BE
_
BORA- APPLIED AT FRMMNG.
s
I_6(2) 5 RE CHAIRS
12' MIN
°
BE 1
p
1-STORY FOOTING
(W/ NO -UPLIFT)
�)__�rJATL.!Bj.IR'=1'-®'
3 STAIR DETAIL
HEIGHT of GARAGE W SECU�stowr }'xa'
VARIES WITH SLOPEY' EMBED.MN° ' pgE>eANSICK
CAULK AND SEAL
GAS LINE
I }' PVG aL,EE�
11 NOT USED
FOR GAS LNE
0
a' cm
V2' DRYWALL
WOOD BASE
° ,an
a
GAS LINE THRU BLOCK
(1)5 VR6RT. DO ML
LAPPED W/ BOND BEAM
(1) 5 REBAR AT CPR'HE1PS
7 NOT USED
w—. INFORCED W/ 6'X6' WIAXW.4RMESH OV 6-MIL VAPOR
?W N WELL -COMPACTED CLEA
L TREATMENT TO BEil\
APPLIED AT FRAMNG.2O�� CHAIR$GARAGE STEP/A 2-STORY L.B.UPLIF
(1) 5 REBAR I Y
W/ CONC m
a' cMll
z
i Q CF
GsAR,56M
r O ETERMNM BY
STUCCO DIVISIONL
STOP
K+FHY VAREO
m
w w d
£ oa 4' GONG REINFORCED WY 6'X6' WL6kWA
�? < OR F16E14MES14 ON 6-MIL VAPOR
n RIDER ON WELL -COMPACTED C-EA
r • FILL TIE TREATMENT TO BE
BORA- ARE APPLIED AT FRAMNG.
0) 5 REBA ON CHAIRS
„+ OF
2-STORY FOOTING
A AT GARAGE
Uri 2CALE:1/2'=1'-PY
16,
d"a e
CONC REINFORCED W/ G'X6' WIAXWIA
FIBERMESH ON 6-MIL. VAPOR
W IET ER ON SELL -COMPACTED CLEA
Ni HIM TRMATMENT TO BE
BORA- APPLIED AT FRAMING.
8 . - (2) 5 MBAR CHAIRS
GARAGE STEP-UP
A L.B.W. W/NO UPLIFT
uSCALE:1/2'=1'-0'
GRADE
'1,6' WIA>dIi WWM
MIL PO FTHYLENE VAPOR
TEWELL-COMPACTED
RMITE TREATMENT SHALL
- 3 4" 8° V 4• -DARE
21- " 4', 5 REBAR ON CHAIRS
C CRETE PAD
RYE TO SLAB W/ IOd
• 32' O.G. MAX
11 I' RECESS FO
-6AD.TRACK
m RNISH FLOOR
W
d•
d �.
° a
no q°q.
SLAB AT S. G. D.
1 O SCALE:
2-STORY
(3) 5 1411 ON C 4AIRD
(u 5 REBAR VERTICALLY W/ CONC
FOUR CELL
SEE ENERGY CODE FORM$ FOR
INSULATION R-VALUES
$' cm
1/)' GYP. WL BD-
z
WOOD BASE
W
w
4' GONG„ RAF° W/ 6•xb• WIAXUL40 WILM
Q
z
ON 6-MIL POLY ETHYLENE VAPOR
L
RETARDER ON WELL -COMPACTED Ci
'WU
FILL TERMITE TREATMENT 611 ICE
m 0 I
BORA-GAPE
,.n
°
6' PVC WA$E YHRl F-0O'TING
d
TIE VERTICAL DEBAR
TO HOR1zoNrAL
REBAR W/ i HOOK
-GROUTED BOND BEAM
4�� g�� 4�� (2)5 lEDAIR ON CHARS
W/ 26' LAP MINL in
2-STORY
(3) 5 Ri ON CHAWRa HORIZONTAL/VERTICAL
PIPE THROUGH E REINFORCING
REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING =1
B CAT LINTEL CORNERS D W BLOCK WALL
:
SCALEe
AI.L EXT]ElRIOR FOOTERS AT ]F']CN]CS H S]LAB'S TO BE MIN. 12" BEE LOW UNIDISTURBEID SOIL,
NOT USED
W/
REINF. W/ 6•x61 WIAX)i Witm
-MIL POLY ETHYLFTIE VAPOR
° TARDIER ON WELL -COMPACTED CLEAN
d FILL TERMTM: TREATMENT 64ALL BE
CARE
W (2) 5 ON CHAIRS
E�
mO 4' I' 11 4^
GARAGE STEP-UP
2-STORY L.B.W.
W NO UPLIFT
@gEX=NDED FOOTING
SCALE: I/2°=1'-0'
RECESS FOR
GARAGE DOOR
1 �
4' GONG, REN:. W/ 6'xi' WAXWIAo WUM ON
6-MIL POLY ETHYLENE v4i RETARDER ON
O TREATMENT SHALL BE BORA--CARE
(I) 5 Pi ON C4AIR8
GARAGE DOOR FOOTING
1111 SCALE: I2'=,'-C' —
GROUTED BOND BEAM
vAIMS4 ELEV.
Z TIE VERTICAL q�
- TO HORIYONT I C
PIE$ P:R ELEV°
RED BOND BEAM
d
d°
a;
d
Q C-EMIOUT REQUIRED
FOR INSPECTION
®PLOP FM. R-R
° . IE YEIRTHCA_ iREBAiR
d °e ° - a NORITGNTAL
W/ 10' HOC(
lir
L�
h�
/F1 HO RIZ 0 NTAL/VERTICAL
REINFORCING AT
BEARING CHANGE
SCALE: /2 =I-v
CONTROL DATE: 07/01/1'.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
Ie
WIs
O
0.
�i
U
W
F
q
BUBDM ae LOT:
CREEKSIDE
LOT 63
PROJECT#
04321.000 063R1
MODEL:
4EAB
"1672— ARIA"
GARAGE OMMG:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
DA 8 06/06/1
SCALE: 1/4$$=1'-0"
8*1EET
FIBERGLASS SHINGLE -
OVER 030 FELT PAPEI
INSTALLED PER FBGI
RR905.1.1 ON �(" OS.E
SHEATHINGS OR j" CD:
PLYWOOD SECUREI
PER FAStENEI
SCHEDUL
PRE-ENGS TRUSS
MTL. DRIP EDGE:
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1—STORY
D5CALNR4�=
BLJALL
a' CMU
14' DRYWALL
I'X4' OR I XZ' P.T. NAILER
❑ Ix4 P.T. OR °/IX4' MIN.
SECURE THRI FRAME /
EXTEND IYi INTO BLOCK
W/ %' TAPCONS OR DRIVE
PIN
(MIN. SHANK SIZE J45
MIN. HEAD SITE 3"
MIN. r
T'rWITHI1B'O.C.MINOORCA
DOOR JAMB OR WINDOW
ATTAC4 TO 2X PER
MANUFACTURES DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB
JAMS (DO NOT EXCED X')
DOOR JAM® TO RLOCK +3/4 OR +S 4
WINDOW TO BLOCK +3/4 OR +S/
A 3T-U-0'
iEE: E:NE:RCSY CODE FORMS FOR
JSULATION R-VALUES
GYPSUM BOARD OR HIGSH
TRE?NGsTH CLGS. BOARD
:ONC. FILLED LINTEL BLK W/ (U
5 REBAR CONTINUOUS
RECAST LINTEL
HE ENERGY CODE FORMS FOR
SULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(U 05 REBAR VERTICALLY W/
GONG. POURED CELL
Ix2 P.T. FURRING: STRIPS a 16" O.G.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER M30 FELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON rs
SHEATHINGS OR 2" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-E:NGS. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2"x9' A.B.
w/ 2' DIA. WASHERS, -t'
MIN. EMBEDMENT WITHIN
8 OF EA. END, 32 O.C.
MAX IN FIELD.
CONC. FILLED LINTEL
BLK W/ (U *5 REBAR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY To MASONRY
(1) S REBAR-
VERTICALLY W/ CONC.
POURED CELL
8" CMU
2x4 BLOCKING: BETWEEN TRUSSES
AT FIRST FIVE BAYS 4'-0" O.C.
(AT SHEATHINGS SEAMS)
STIFFBACK AT ALL UFORIG14TS
OVER 4'-10" HIGH (SEE SEALED
ENGS. FOR SIZE AND CONDITION)
11
T'T'f=- PRE-ENGs WD. TRUSS 24" O.G.
o.H. ____ _ MAX.
1— STORY �o
GABLE BLOCK
2 WALL
SCALE: 3/4" =1' -0"
2X4-
SECURE To BLOCK W/ Vo'
2X4a
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/ j(6'
(MIN. SHANK SIZE .145
TAPCONS OR DRIVE PIN
MIN. HEAD SIZE 300
tMN SHANK SITE .145
MIN. EMBEpMENT I Y<)
MIN. HEAD SIZE 300
WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST BE
IS' O.C. MAX SPACING.
MIN. EMBEDMENT I Y1)
WITHIN 8' OF EAC4 END s
STRUCTURAL 2 T BE
NO
OUTSIDE 1 SECURED THROUGH
2X6�
�' O.C. MAX SPAGMG.
OU,
NON-BTRJCT14RAL W TAPCON
SECURE To BLOCK W/J-W MIN. I-Y1 EMBEDMENT Mt0
2X6m
THROUGH NON-STRUCTURAL '
tAPCON nI1 IY1 EMBEDMENT
7APGONB fJle DRIVE PIN E«.K
SECURE TO BLOCK
INTO BLOQC
(MIN. $HANK SIZE J45
WR-%' TAFC0NO OR
MIN. HEAD 81ZE 300 Cm
DRIVE PIN
MIN. EMBEDMENT 149
pR1.UlALL
(MIN. SHANK SITE J45
: q.�U
WITHIN 0. OF EACH END !
'X4' OR I'X2' P.T. NAILER
MIN. HEAD 61ZE 300
K' DRYUTALL
Is- OL. MAX SPACING.
ZXB,®
❑
MIN. EMBEDMENT (Y1)
WITHIN 8' OP EACH END /
❑
'X4' OR I'X2' P.T. NAILER
SEAS$ OR OR �
7(6' 0.5 k 4' MIL
2XS>MAX SPACING.
DOOR CASING
!MINI. SHANIC SIZE .145
SECURE TO BLOCK U.- '
DOOR CASING
MIK HEAD SIZE 300
DOOR JAMB OR WMDOW
TAPCONS OR DRIVE PIN
MIN EMBEIJMENT Y♦') AttACH TO 2X PER
(MIN. SHANK SIZE J45
POOR JAMB OR WINDOW
WITHIN a' CF EACH END ! MANUPACTUREB DETAIL$.
MIN HEAD SIZE 300
AttAGH TO 2X PER
Is' O.G. MAST SPACNG.
MIL EMBEDMENT 1 Y1)
MANUPACTWOME8 DETAILS.
NOTE. BRIM AS NEEDED TO PLUMB
WITHIN 8' OP EACH END /
16'O.C_ MAX SPACING.
NOTE: 84IM AS NEEDED TO PLUMB
JAMB (DO NOT IZ) E Y49
JAMB roo NOT EXCEED Yo
DOOR JAMB TO BLOCK +1-15 16"
TO HIOCB
DOOR JAMB TO BLOCK +3"
�v��r W�D-tD�OW +1-15/ 8'
(� WINDOW
TO BLACK +3'
CONT. 2x4 RAT RUN SECURED W/
(2) 12d's 6 EACH TRUSS
SEE ENERGSY CODE FORMS FOR
INSULATION R-VALUES
5/8" GSYPSUM BOARD OR 1/2"
HIGH STRENGTH CLGS. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
�— WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRE -CAST GONG. SILL
-Ix2 P.T. FURRING STRIPS w 24" O.C.
1/2" GYP. WL. BD.
WOOD BASE
2x4*m
SECURE TO BLOCK "4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN, EMBEDMENT 1 Yd)
NOTE: STRUCTURAL 2X MUST BE
WITHIN 8' OF EACH END /
ON OUTSIDE 4 SECURED
I8' O.C. MAX SPACING.
THROUGH NON-STRUCTURAL W6'
2k6'm
TAPCON MIL IA' EMBEDMENT
SECURE TO BLOCK
INTO BLOCK
W/1-1/4' TAFO" OR
DRIVE PIN
[MIN. SHANK SIZE .145
, CMU
MIN. HEAD SITE 300
MIN. EMBEDMENT I Y4'J
'DRYWALL
WITHIN 8' OP EACH END /
'x4' OR I'X2' P.t. NAILER
15' O.C. MAX SPACING.
El
2XBm
7%' O.S.B. X 4' MIN.
SECURE TO BLOCK UU/I-114'
TAF'CONS OR DRIVE PIN
DOOR CASING
(MIN. SHANK SIZE .148
DOOR JAMB OR WINDOW
MIN HEAD SIZE 300
ATTAC4 TO 2X DER
MIK EMBEOMENY I Y1)
MANUFACTURES DETAILS.
WITHIN V OF EAC44 END 4
MAX SPACING.
NONE, SHIM AS NEEDED 70 PLUM(
JAMB (DO NOT EXCEED Y4')
DOOR JAM® TO BLOCK +3-7/18"
n WIIJLIOW TO RLOCK +3-9/18"
"
SCALE: 3/8'=
-0
2X4m
2X4:s
2X4:m
SECURE TO BLOCK WV V
2X4s
TAAPRONs ORLDR�NE FN
r0 BLOCK W/
(MMPCONS OR DRIVE
RE
o OR PIN
IN
TAPCON$ OR DRIVE PIN
TApCo
SIZE
TSEAI 1B DRIVE
(MIN SHANK SIZE J45
ANK SIZE J45
MIN. HEAD SIZE 300
(MIN SHANK SIZE .148
MIN HEAD SITE JIM
MIK HEAD SIB 300
IKE
MM. EMBEDMENT I Y4') WITHIN
MIN HEAP SIZE 300
MIN EMSEDMENT I Y4') WITHIN
W OF EACH END 4 10' O.C.
MIN EMSEDME'(T I Y4') WITHIN
S' OF EACH END 1 18' OG.
8' OF EACH END 4 10' Or-
MAX SPACING.
NOTE: STRUCTURAL 2X MUST
MIN EMBEDMENT I Y4')
WITHIN 8' OF EAC4 END /
NOTE, STRUCTURAL 2X MUST
MAX SPACIh&
MAX SPACING.
NOTE: STRUCTURAL 2X MUST
2X6�
BE ON OUTSIDE / SECURED
V O.C. MAX SPACING.
BE ON OUTSIDE 4 SECURED
2>06,111111111
_
OE ON OUTSIDE 1 8EG1Fi£p
SECURE TO BLOCK
THROUGH NON-5TI81CTURAL
ZX6�
THROUGH NON-STRUCTURAL
SECURE TO BLOCK W/2-j4'
SECURE r0 BLOC( W/J-jL'
THROUGH NON-STRUCTURAL
jib TAPCON MIN 144'
W/J-j4' TAPCONS OR
j4' TAPCON MIN I-Ya'
EMBEDMENT INTO BLOCK
SECURE TO BLOCK W/1-1/4'
W TAF'CON MIN 1-4'
EMBEDMENT INTO BLOCK
TAPCOPIS OR DRIVE PIN
TAB OR pRy£ P&
Eh�EDTTETIT INTO BLOCK
DRIVE PIN
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
(MIL SHANK SIZE Job
(MIN &4ANK SIZE .145
(MIN. SHANK SITE J40
MIN HEAD 812E 300
SIZE 3
MIN 300
MIN.
MIN HEAD SIZE 300
V CMU
MK HEAD SIZE 300
MIL EMBEDMENT I Y<)
MIN EIMBEpr'IETIT I Y1) WI7HI1
0, GMU
MIK EMBEDMENT 149
)S' DRYWALL
MtWTMH1ENiM88ea
8' CMU
WITHIN 8' OP EACH END /
g' C.py
e' OF EACH END 1 IS'ji
DI¢YIUALL
WITHIN B' OF EACH END
4 16' Or- MAX SPACING.
�
I'X4' OR I k2 P.7. NAILER
' OP ENACHY4'END !
B'
%S' DRYWALL
18' Or- MAX SPACING.
1i' DRYWALL
MAX SPACING.K'
I'X4' OR DO' P.T. NAILER
2XS�
ND 7X SECURE TO
O.C. MAX SPACING.
2X8®
❑
X4' OR 1'X2' P.T_ NAILER
2XB,m
❑
I'X4' OR I'X2' P.t. NAILER
CARING
2X8i
SECURE t0 CLOCK W
CASING
SECURE TO BLOG<
TURAL MEMBER
TO BLOCK W/I-V4'
' P.T. X 4' MIN
SECURE TO 13 W/J-j(6'
TAgNIS OR DRIVE
W/2-i(6' TAPCONS oR
d WITHIN 8' CF EACH
TAPcoN$ OR DRIVE PIN
CASING
TAF'CON9 OR DRIVE PIN
(MIN. SHANK 812E J48
DRIVE PIN
46F2
6' TO 0' O.G. MAX
(MIN. SHANK SIZE .145
IMM. SHANK SIZE .145
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
A7TAG4
MIN HEAD SIZE 300DOOR
MIN I Y1)ATTAG-I
JAMB OR WINDOW
70 2X PER
(MIN SHANK SIZE .14b
MIL HEAD 812E 300
OCR CARING
JAMB OR WINDOW
MIN HEAD SIZE 300
MIN EMBEDMENT I Y4')
OR WINDOW
OB
MIN EMBEDMENT 1 Y4') WITHIN
8' OF EACH END 4 18' O.C.
TO 2X PER
MANUFACTURES DETAILS.
EMBEpHE]4T
8' OF EACH END 4 18'MANUFACTURES
DETAILS.
MIL EMBEDMENT I YEN
WNTHN 8' OF EACH END /
H TO 2X PER
MANLPACTURES DETAILS.
WITHIN e' OP EACH ENp 1
AD�ACH X PER
ANUFACTURES DETAILS.
MAX SPACING.
: BNII'I AS NEEDED TO PLU'IB
MAX SPACING-
NOTE: SHIM AS NEEDED TO PLUMB
b' OZ. MAX 6PAGING. NOTE, SHII'T AS NEEDED TO PLUMB
18' O.C. MAX SPACING.
NOTE, SHIM
AS NEEDED TO PLUMS
JNiB (DO NOr EXGEEDY4')
JAMB (DO NOT EXCEED Y4')
.)AMC (DO NOT EXCEEDYII
JAMS [DO NOT EXCEED AV
a' CMu
K' DRYWALL
I'X4' OR I'k2P.T. NAILER
❑ �Irlx4 P.T. OR %'x4' MIN. SECURE THRU
FRAME 4 EXTEND I Yi INTO BCKLOW/
TAPGONS OR DRIVE PIN
❑Tf (MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y1
WITHIN 0' OP EACH END / 0' OZ. MAX
SPACING
\DOOR CASING
DOOR JAMB OR WINDOW
ATTAC4 TO Ot PER MAMPACTURES
DETAILS.
NOTE, SHIM AS NEEDED TO PLUMB
JAMS (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3/4 0R +S/4
W TO BLOCK +3/4 OR +8/4
GM
DOOR JAMB TO H1ACK +1-1[2" DOOR JAM® TO BLOCK +2 3/} DOOR JAMB TO BLOCK +9 DOOR JAM® TO BLACK +9 9/4" r
WINDOW TO BLOCK +1-1 WDiDOW TO BLACK +2 1 4 �_ WINDOW TO BLOC +3' leui\ WINDOW TO RMC +3 3/4" o
SCALE: 3/8'•I'-0' ''' SCALE: 3/8'=1'-0' `� SCALE= 3/8'=I'-0' %; JY OCALE, 3/8'. 1'-0' N
FASTENER SCHEDULE NAIL REQUIREMENTS
ROOF DIAPHRAGM
USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS, SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE "8 GUN NAILS 4' OC
SIZE
HEAD
I LENGTH
I DIA[TENSILE
STIR.
ad
ROUNDmopIFIEp
17/8'
.113
li0,ow
OR T
1
1
10d
RO NDt"IODIFIED
2 1/8'
.128
110000
EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. IVY MEMBER OF INT.
USE 1/2' GDx OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL ASSOCIATION
O.C. AT PANEL SIDES AND 118 RING SHANK GUN NAILS 4' O.C. TOP 4 I. 0,113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER
INTERMEDIATE SUPPORTS OR i/I6' ZIP SHEATHING SYSTEM 3.16 TO 20 RINGS PER INCH
(INSTALLED PER MANUF. SPECS), SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER
NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE
SCENARIO FOR ZONE 3
TOP CORD BLOCKING AT 4'
O.G. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
RAFTER OR TRUSS\
ROOF SHEATHINGS
BUILDING LENGTH
J
Z
4
NOTE-TYP. EXP. SHEATHING ATTACHMENT q
FOR SHEAR 4 UPLIFT (OSJ3. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE 0
NOT REQUIRED EXCEPT r OPENINGS �
z
tom] Q
�ROOF 5#4EAt�4ING LAYOUT
AND ENDWALL BRACING
FOR GABLE END ERAMING
=5 RING SHANK GUN NAILS 6 4- OZ.
TOPE BOTTOM EDGE5
FIBERGSLASS SHINGLES OVER
030 FELT PAPER INSTALLED
PER FBCR RR905.1.1 ON J° O.S.B.
SHEATHING. OR }" CDX
\ PLYWOOD SECURED PER
FASTENER SCHEDULE
7Yf=-
O.H-
MTL. DRIP EDGE -
2x4 OR 6 FASCIA PER -
ELEVATIONS
VENTED A M. SOFFIT -
STIFFBAG t ALL -
U UPRIGHTS OVER -10"
HIGH (SEE SEALED
FOR SIZE 4 GONDITIO
O.S.B. SHEATHINGS OR CO
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 1/16" ZIP SHEATHINGS SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8' THICK, 3 COAT PORTLAND-
CEMENT PLASTER OVER
EXPANDED GSALV'D METAL LATH
ON FORTIFIBER JUMBOTEX GRADE:
"D' PAPER OVER TYVEK
BUILDINGS WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/16" ZIP SHEATHINGS SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL -t/lUA2-
SEECURE'. GSABLE: TO 2x6 P.T.
PLATE W/ 12d's 8" O.G. MAX
SECURE 2x6 PT. PLATE TO BL /
'x9' ANCHOR BOLT W/ 2" W ER
SET IN SIMPSON HIGH ST Nr
EPDXY I" E:MBE:D. MIN 32" OC
MAX. -)
5/a' THICK, 3 CO PORTLAND
CEMENT PL TER APPLIED uu
DIREEC Y TO MASONRY zct
1— ORY GABLE
/ VAULT CLG.
LO C K WALL
SCALE: 3/4" =1' -011
m
u
0
iP
jl
2X6 P.T. SECURED TO
MASONRY w/ 1/2'x9" A$. w/
2' DIA. WASHERS,'1' MIN.
EMBEDMENT WITHIN 8" OF
EA, END, 32' O.G. MAX IN
FIELD.
I�
00 2' DECK SCREUS r 6'-8'
O.C. MAX r EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
2x4 BLOCKING: BETWEEN TRUSSES
WHERE "X' BRACING IS PRESENT
-PRE-ENGs GABLE: TRUSS
CONT. 2x4 RAT RUN SECURED
(2) 12d's w EACH TRUSS
TO BE INSTALLED ® MID. IN"
OF TRUSS SPAN, OR 10'- " O.C.
MAX.
SEE ENERGSY CCXE FORMS FOR
INSULATION R- ALUES
GSYPSUM CARD OR }° HIGH
STRENCst CLGS. BOARD
x4 ,9 24" O.C. +s INTERIOR KNEE
WALL
CONC. FILLED LINTEL BLK W/ (1)
a� *5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(U wo RE).BAR VERTICALLY W/
CON(. POURED DELL
Ix2 P.T. FURRING STRIPS a 1611 O.G.
v° GMU
I " GSYP. WL. BD.
NOTE:
PER 1=5GR R905.1.1 - FOR ROOF SLO S 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLAXENT
SYSTEM IS REQUIRED. FOR ROOF SLOP
4:12 OR GREATER, (1) LAYER UNDERLAPERMITTED BUT MUST BE PER ASTM D
11, AST1" 1 D 48613 TYPE IV, OR ASTM D 6151
J
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENGS'D WOOD
TRUSS (TYP) tM 24"
O.G. MAX
SIMPSON
PETA- I6
(TYP) VERIFY
7-W/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL
RE-INFORCING 36" O.C.
MAX a TRUSS BTM.
CHORD, SECURE WI(3) 10d
NAILS 0 EA. TRUSS
CHORD
GABLE END BRACING
a
`08 RING SHANK GUN NAILS
• 6° O.G. IN FIELD
I Tr. tX1. o44eATµ1NQi ATTACHMENT FOR ROOF
SHEATHING (O.SJ3. TO BE STRUCTURAL GRADE)
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
IIIIIIII AA #: 0003325
rq
U
W
ti
0.
A
F'
4
aveary as r�oT:
MOCDR�ELtEKSIDE
LOT 63
PROJICCT#
04321.000 063R1
4EAB
"1672—ARIA" GARAGE STaNG:
LEFT
PAGIC:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
r
PR,II*T'r 06/06/18
Z)ATE:
OCALIM 1/4"=1'-0"
8HZIET
IBERGLASS SHINGLES
VER W FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BET N
505.1.1 ON �6" O.S.B.
TRUSSES AT FIRST (
FI RGLASS SHINGLES OVER
PROVIDE EAVE
SH ATHING OR i" COX
BATS 4'-0' O.G. (A
030
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
FIRE LASS SHINGLES OVER
SHEATHING SEAMS
APP OVED EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
SCHEDULE
EMBED. StRA
*30 LT PAPER INSTALLED
" O.S.B.
HEATHING OR " GDX
CLEAR VENTILATION
VERIFY W/ T s5
PE FBCR RRW5.1.1 ON �'
PL
COD SECURED PER
PER FBEC R402.2.3
PRE- NG WD. TRUSS
PLAN
O.S.B. EATHING OR" COX
F STENER SCHEDULE
24" O.C. MAX.
PLY Op SECURED PER
F tENER SCHEDULE
PRE-ENG TRUSS
ZIP SHEATHING SYSTEM
MTL. RIP EDGE
SEE ENE RGY CODE ORMs
MtL. p IP EpGE T =.
—PRE-ENG D.TRUSS
TL. DRIP EDGE
SEE ENERCsY GOD CORMS
(INSTALLED PER MANUF.
SPECS-) OR
FOR INSULATION R ALUES
o.H.
2X4 OR 2X6 ASCIAs
24 O.G. X.
2x4 OR x(o SUS -BAND
FOR INSULATION -VALUES.
WOOD SHEATHING
2X4 OR 2 FASCIA
PER EL vATIONS
5/8" GYPSUM BO OR 1/2°
HIGH STRENGTH LG. BOARD
PER ELEV LIONS
PE ELEVATIONS
g" "
8 GYPSUM BO D OR
LAYER W,
DOUBLE TOP P ATE
VENTED ALUM. 5 It
GONT. 2x4 RAT N SECURED
W/ !2) 12d's ® CH TRUSS
VENTED UM. SOFFIT
HIGH STRENGT CLG.
STUCCO
;° stucco WRAP
+�,
VENTED ALUM. IT o"
TYF.
WINDOW HEAD R SIZE VARIES
SEE ENERGY ODE FORMS FOR
BOARD
WRB LAYER FORTIFIBER
BUILDING: PAPER
o.H.
PER WINDOW PENING SEE
I/2" CpX OR I/16" SB
SECURE t0 WALL P R
INSULATION -VALUES
I,000" UPLIFT
SIMPSON
METAL LATH
'I/16"
HEADER SP N CHART FOR
FASTENER SCHEDUL
5/8" GYPS BOARD OR
ONNECTOR '.'
FASTEN TO WOOD StRUCtURAL
I/2" COX OR SB
SECURE to
DETAILS
ON SHEET D
HIGH RENGtH CLG.
2 SYP �"2
2X6 S U
, MEMBER • 1' O.C. MAX
7/8' TEXTURED
WALL R
FASTENER SCHEDU
WINDOW A ACHMENT AS PER
OR 1/16 ZIP
ARD
D TOP
;.,'
•PEWONDROL
ON SHEET p
MANUF URES SPECIFICATIONS
SHEATHING SYSTEM
DOUBL LOP PLATE
r->OU5 HEADER SIZE VARIES
PL. E
FINISH
JOINT
OR -t/ib" ZI
SHEATHING SYSTEM
WINDOW ILL
( INSTALLED PER
MANUF. SPECS.)
PER NDOW OPENING SEE
FRAME to BLOCK
CONNECTION SEE DETAIL
(INSTALLED PER
2x6 ST PS P 16' O.G. MAX W/
HEA ER SPAN CHART FOR
THING
15/DI
MANUF. SPECS)
INSUL. SEE ENERGY CODE
FO FOR INSULATION
DET IL5
SYSTEM N$tALLED
q RY WALL-
METAL LATH STRIP
1/8" THICK, 3 COAL
V LUES
WI OW ATTACHMENT AS PER
NUFACTURES SPECIFICATIONS
PER MAN SPECS.)
I
DIA ANCHOR BOLT
W
6' WIDE STRIP SELF
ADHESIVE FLASHING, CLEAN
CEMENT PLASTER
" G SUBFLOOR GLUED AND
1/8" THICK, 3 COAT
CEMENT PLASTER
I
INDOW SILL
OR
WALL
" „
AT 16 O.C. MAX WITH rt
EMBEDMENT AND 2"
MASONRY BEFORE APPLYING
TEXTURED
APPLIED TO METAL
LATH OVER 2 LAYERS
RE:ugp AS PER FASTENER
HEDULE ON SHEET D2
APPLIED t METAL
2x6 STUDS I6" O.C. MAX W/
SHEATHING
DIA. WASHER
MASONRY
OF GRADE V"
LATH OVER 2 LAYERS
'D'
INSUL., SEE ENERGY CODE
s' CMu
BUILDING PAPER OR
OF GRADE
FORMS FOR INSULATION
2x6 SYP 02
SIMPSON SPI
PAPER BACKED LATH
BUILDING PAPER OR
R-VALUES
WOOD STUDS
2X8
OVER AN APPROVED
PAPER BACKED LATH
T t G SUBFLOOR GLUED AND
AT 12 O.G. MAX
STUD
VERTICAL CONTROL
HOUSE WRAP
OVER AN APPROVED
SCREWED AS PER FAStENER
HOUSE WRAP
SCHEDULE ON SHEET D2
BETWEEN DISSIMILAR
2x6 P.T. SYP #2A'
o SOLE PLATE C1) COURSE TIE -BEAM
�\
POURED SOLID WITH!INSTALL
MTERIALS
DETAIL -1B/WA2
PRE �G FLOOR TRUSS
Z
CONCRETE. C I) "5
LE: N.T.S.
PER MFG. SPECS.)
� .z�
REBAR HORIZONTALLY
CONC. FILLED LINTEL
BLit. W/ (1) wo REBAR
1" GYIPSUM BOARD OR i" HIGH
STRENGTH CLG. BOARD
DETAIL iBNJA2
O
IZ
U
WEEP SCREED PER
PRECAST LINTEL
" T e G SUBFLCOR GLUED
ND SCREWED AS PER
coINTlNuous
®
'.'
Ix2 NAILER/pRAFT STOP
PRE-ENG FLOOR T"S,
(INSTALL PER MFG. SPECS.)
w
AS -M 926-C E 1063-C o
(SEE DETAIL 2/D3
WINDOW ATTACHMENT AS
FA ENER SCHEDULE ON
SHEET D2
GYPSUM BOARD OR III
W
PER MANUFACTURES
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
HIGH STRENGTH CLG. BOARD
IX2 NAILER/PRAFT
Z
ua U
Q
SPECIFICATIONS
FASTEN 2X4 BBON (I= .
CMU) W/ C50 126 N S A
STOP
PRECAST LINTEL
z
S REBAR m 16
PRECAST SILL
S
CONC. FILLED LINTEL BLK W/
IJ�
O.G. MAX, IN
PRE -EN OR S S
ATTACHMENT AS PER
WI OW E
(1) S REBAR CONTINUOUS
Z 1L
W
CONCRETE
(INSTALL EG
THICK, 3 COAL
MA FACTURES SPECIFICATIONS
EE ENERGY CODE FORMS
W z
POURED C L,
2 P.T. FURRING STRIPS
PORtLAND CEMENT
PRE AST CONCRETE SILL
R INSULATION R-VALUES
13 O
VERIFY P
16" O.C.
GONG. F I EL BLK W/
PLASTER APPLIED
P CAST LINTEL
Cl C1
PLAN.
6" U
C1 B CONTINUOUS
DIRECTLY TO
MASON
(1) +'5 BAR VERTICALLY
W/ CON POURED CELL
WIND ATTACHMENT AS PER
MANUF CtURES SPECIFICATIONS
Z
R-4.1
I/2" YP. WL. BD.
�p
I B �B O N
5/8" THICK, 3 OAT
O
N
IN LATION
Ix2 P.T. FU ING
'
PORTLAND MENT
PRE-C T CONCRETE SILL
(I) *14 NTINUOUS REBAR
FASTENING DET
STRIPS a O.C.
PLASTER PLIED
WOOD SE
�j
8 CMU
DI tLY TO
(1) W3 REB R VERTICALLY
4 O
`' SCALE:
1/2, GYF°• WL. D.
ASONRY
W/ CONC. P URED CELL
m
z U&
*4 REBA 48" LONG
Q WOOD 15ASE
" Ix2 P.T. FURR G
6L z C� W/6" HOOK 'a 24" O.G.,
MIN. 24 IN S B
0'-0'
STRIPS a 24" C.
O
ROOF Ss uPL1rr
t
FIN.FLR
S" CMU
0
c
2'-O" CMIN.
CONN OR NOT
1
W
I/2" GYP. WL. BD.
® I
IN SLA5)
cLaRirY ��
aa
WOOD BASE
SHOP D
FLR
W
LL
3 1/2" GONG, RE I W/ 6 x6
WI.4XWI.40 WWM ON -MIL
EXTERIOR WALL
v
C TIO N —
Q. e POLY ETHYLENE V POR
sHEOrHIrN csE�
2—STORY
—STORY �_':
'°; "
`::`
OOD
a RETARDER ON
WELL -COMPACTED CL AN
FAS EACH STUD
TO DBL. P PLATE
w/ R M S NAIL
PER MANUF. s
WALL
WALL
d
FRAME
TO
�" FILL TERMITE TREATME T
SECTION
SECTION
B
>
LOCK WALL ®
SHALL BE BORA-GARS
2'-�" (3) "5 REBAR CONTINUO
ECTION AT TOP
OF EXTERIOR WALL
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
ON CHAIRS
9 SCALE: Nrs
FIBERGLASS SHINGLES
PRE-ENG GABLE TRUSS
FIBERGLA5S SHINGLES
OVER 030 FELL PAPER
vER W FELT PAPER
PRE-ENG GABLE TRUSS
NOT :
INSTALL HP PER FBCR
ON OSB.
SPF STIFFBACK (SEE SEALD TRUSS
LLED PER FBCR
RR9 ON J' O.S.B.
SPF STIFFBACK (SEE SEALD TRUSS
DIAGONA GE
XtERIOR WALL STUDS
LOLL SHEATHINGS
1 PLACE STRAPS SPACED
AND FASTENED AS
RR905.1.1
gENG. PACK FOR SIZE 4 CONNECTION)
.l
ENG. PACK FOR SIZE 4 CONNECTION)
GENT OF TRUSS
sHouN w17H ONE
SHEATHING OR }" COX
2x4 SPF BLOCKING BETWEEN
SHE" COX
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
FASTEN STUD O BLOCK WALL ADDITIONAL 8 At
EACH wlNDow stub
PLYWOOD SECURED
PER FASTENER
TRUSSES At FIRST l5) BAYS 4 -0
PLYWOOD S RED
PER FASTS
TRUSSES AT FIRST (5) BAYS 4 -0
IDLE. DIAGONAL
wlrH usP Msr STRAP WITH
FASTENERS AS NSTALL
SCHEDULE
O.G. (AT SHEATHING SEAMS)
SCHEDULE
O.G. (AT SHEATHING SEAMS)
BRACE t0 BE •ANY
SPAN 15'-0' OR
STRAP • EA. E uN�o/ � { COMMON NAILS
SPACE STRAPS,OW
PS,MflAS
c0.I48 I In'
MTL. DRIP EDGE
DOAGONAL BRACE
MTL. DRIP EDGE
GREATER REFER TO
: 37
-n0 MPH 'B': 3r
o �tuD DI4 x
PRE- NG W . TRUSS 2 CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
PER ELEVATIONS
- TRUSS 24+
TRUSS ENG. FOR
ADDITIONAL
-WPC MPH 'c�: 3r
-� MPH 'B 48'
oc. STRAPS INSTALLED
o.C. OVER WALL SHEATHING
2X4 OR 2X6 FASCIA
O.C. MAX.
HIGHEST RIDGE. DIAGONAL
BRACE TO BE ® ANY SPAN
SECURED W/ (3) 12d
HORIZONTAL TRUSS
-140 MPH 'C' 48'
TOP OF STUD WALL
oc.
PER ELEVATIONS
15'-0" OR GREATER REFER
NAILS
REINFORCEMENT.
_
soL� PLATE
SECURED W/ (3) 12d SECURE TO
TO TRU55 ENG. FOR
SEE FASTENER SECURE TO
0'-0' t0 30'-0' (1)
FILL ALL REMAINING STRAP
NAILS INTO
NAILS TRUSS W/
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET TRUSS W/
X-BRACE
WWOOOD BAac�
1/2" COX OR 1/16" OSB
(2) 12d
TRUSS REINFORCEMENT.
P2 FOR SHEATHING
(2) 12d
30'-1' TO 60'-0' (3)
SECURE t0 WALL PER
NAILS
0'-0" TO 30'-0" !I)
FASTENER PATTERN
1/2" CDX OR 1/16" 055
Al
X-BRACE (l) X-BRACE
TOP of —
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
FASTENER SCHEDULE
X-BRACE
SECURE to WALL PER
® CENTER AND (2)
MASONRY WALL
OF CMU BLOCK WALL
ON SHEET D2
OR �/16" ZIP SHEATHING
30'-I" TO 60'-0" (3)
FAStENER SCHEDULE
BRACE DIVIDED
EQUALY FROM CENTER
CONNECT BOTTOM OF
SYSTEM (INSTALLED PER
X-BRACE (1)X-5RACE
• CENTER AND (2)
ON SHEET D2
R 7/ib" ZIP SHEATHING
TO END
StR4F to CMu BLOCK LACE
w/ {T� Tile' DIA X I-I/4'
MANUF. SPECS.)
WEEP SCREED, SEE
-
BRACE DIVIDED
CONT. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM (INSTALLED PER
ANUF. SPECS.)
2x4 RUN SECURED
2—STORY
GMU BLOCK WALL
TAPGON MASONRY
us
DETAIL �B, SHEET WA2
(2) 12d's a EACH TRUSS
t0 END
2X4 W/ 3/8" X 5 LAG
(2)12 s � EACH TRUSS
(2) EACH
H T
ABLE END
2X6 P.T. SECURE W/
(2) 2x4 *2 S.Y.P. DIAGONAL BRAGS W/
GABLE
032" O.G. MAX. O
(2) 2x4 «z S.Y.P. DIAGONAL BRAGS W/
2x
(3) 12d's a EACH TRUSS DIAGONAL. C S
1/2'X9" ANCHOR
BOLT 32" O.G. MAX.
(3) 12d's w EACH TRUSS DIAGONAL
x_¢3RAGING TO COVER 5-TRUSSES
X—BRACING
SIMPSON MST m
� "
-) MAX.
X-BRACING to COVER 5-TRUSSE6
BRA
XTERIOR
STUD WALL CONNECTIO
NAIL GABLE t0 2X6
p OP PLATE
5/8' GYPSUM BOARD OR 1/2" HIGH
8
TO FIRST
FLOOR MASONRY
W/ 126 NAILS 6 D.G.
5/&' GYPSUM BOARD OR 1/2'
HIGH „-
SCALE: 3/4 -I -0
„-
SCALE: 3/4 =
3
WALL
Stp�ENGTH CLG. BOARD
2X D 16" OG. MAX.
STRENGTH CLG. BOARD
SCALE: Nrs
MAX.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
N
w
a
W
6
0.
U
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a
F
Q
BU]3n V. de LOT:
CREEKSIDE
LOT 63
PROJ'&CT#
04321.000 063R1
MODELe
4EAB
"1672— ARIA"
GAPAGE 911MG:
LEFT
PAGIC:
SHINGLE MONO.
2-STORY
WALL
SECTIONS & NOTES
160 MPH EXR C
ARCHITECT:
STATE OF FLORIDA
DATM 06/06/18
BCALM 1/4"=1'-0"
81MICT
T