HomeMy WebLinkAboutBUILDING PLANS PAGE 1-15• STATE OF FLORIDA
CERTIFIED BUILDING
D.R. HORTON HOMES
CONTRACTOR:
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, INC.
1441 NORTH RONALD REAGAN
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
0
BUILDER ASSUMES ALL LIABILITY
CONTRACT DOCUMENTS.
BLVD.
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
DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
PTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
,UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF
STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION
ED ON THE DRAWING SET.
99
--."6(2
1
1430
1
1430
CULVER DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
DESIGN CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE RESIDENTIAL
ARV.
ABOVE
LAV.
LAVATORY
(FBCR) 2017, 6th
EDITION
A/C
AIR CONDITIONING
LUM.
LUMINOUS
AW.
ADIUSTABLE
M.C.
MEDICINE CABINET
- FLORIDA FIRE PREVENTION
CODE 6TH EDITION
ALT.
ALTERNATE
MFR.
MANUFACTURER
- NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
AMP.
AMPERAGE
MIN.
MINIMUM
- ALL LOCAL AND STATE
CODES
BD.
CL
HOARD
CENTER LINE
MM.
MTL.
MOUNTED
METAL
• OCCUPANCY
— RESIDENTIAL, GROUP R3
CAB.
CABINET
N.T.S.
NOT TO SCALE
• CONSTRUCTION TYPE
— VB
CLG.
CEILING
O.C.
ON CENTER
CLR.
CLEAR
PL
PROPERTY LINE
• MIN. INTERIOR FINISH
— CLASS B
CONC.
CONCRETE
P.H.
PUSH BUTTON
• BASIC RIND SPEED
— Vult=160 MPH
CPT.
CARPET
PH.
PHONE
Vasd=124 MPH
C.T.
CERAMIC TILE
PLT.
PLATE
D.
DRYER,
PLYWD.
PLYWOOD
• EXPOSURE
- C
DBL
DOUBLE
PR.
PAIR
• 1—STORY RESIDENCE
—
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
• 2—STORY RESIDENCE
— MAX. HEIGHT AS PER LOCAL
DIM'
DIAMETER
R.
RISER
DIM.
DIMENSION
RAD.
RADIUS
ADIU
AND STATE CODES
DISP.
DISPOSAL
R A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
ELETA.
EACH
ELEVATION
SHT.
SHTHG.
SHEET
SHEATHING
SQ.FT.
CALC. S
EQ.
EQUAL
SHHTRR.
SHOWER
M.
EXHAUST
SIR
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
LIVING
11(08 SQ. FT.
F.G./FX .
FOD GLASS
SL, GL
SLIDING GLASS
GA
��� So. FT.
F.G.
FUEL GAS
STD,
STANDARD
MN.
FINISH
SWS
SR
ENTRY
35 5Q. FT.
RR.
FLOORSECTION
LANAI
Ssa SQ. FT.
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR
FRENCH DOOR
G
TEMP.
'TT0
TEMPERED GLASS
CK
TOTAL
2318 SQ. FT.
GA
GAFAUGE
C
TTOOP OF CURB
GAR.
GARAGE
T.O.P.
TOP OF PLATE
A/C VOLUME
I5322.6
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
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WOW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV.
DATE
DESCRIPTION
--
O1 31 14
BID SET ISSUED
--
02 27 14
CONSTRUCTION DOCUMENTS COMPLETE
--
06 02 14
RANEY TRUSS ENG. 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 LN. & LANAI
--
07/01/15
FBCR 5TH EDITION 2014 CODE UPDATE
THERE PLANS AND ALL Pn'"SED vYORI(,
ARE SUDJECT TO ANY CL,.,i:ECTION5
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
BOMPLY WITH ALL APPLICABLE CODES,
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND SHGC COMPLIANCE
WITH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
TERMITE TREATIvhEt4 aroijiRED
INDEX OF DRAWINGS
SHEET #
PG CI -COVER
PAGE
PG GN-GENERAL
NOTES
PG 1-FOUNDATION PLAN
PG IA -DOWEL
PLAN
PG 1B-LINTEL
SCHEDULE (CAST-CRETE)
PG 2 -FLOOR
PLAN
PG 3D-ELEVATIONS
"D"
PG 4D-FRAMING
PLAN
PG 4.2-CONNECTOR
SCHEDULE
PG 5-ELECTRICAL PLAN
PG 6-HVAC PLAN
PG DI -FOUNDATION
DETAILS/SECTIONS
PG D2-1-STORY
WALL SECTIONS & NOTES
PG D3-2-STORY
WALL SECTIONS
PG D4-%SC.
DETAILS
PG WAl-WALL
ASSEMBLY DETAILS
PG WA2-WALL
ASSEMBLY DETAILS
PG WA3-WALL
ASSEMBLY DETAILS
PG WA4-WALL
ASSEMBLY DETAILS
PG WA5-WALL
ASSEMBLY DETAILS
PG WA64ALL
ASSEMBLY DETAILS
DESCRIPTION
ST. LUCIE CO BI DING DP.I 'C
REVIEII'ED FOR co
RENUNN'LD By
DATE
PLANS A\ EP.. T )ICST BE KEPT ON JOB
A R C H IT E C T S
Design
YOU lno.
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
w
U
W
0
4
r7
A
E
A
F
suBDIV. da LOT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
idODEL:
4EAB
"1672— ARIA"
GARAGE F9WnWG:
RIGHT
PAGE:
COVER
PAGE
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DA TM 05/21/18
SCALE: 1/4"=1'-0"
c t
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 30
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10
IV, POOLROOMS 75
V. BALCONIES AND DECKS 40
VI. STAIRS 40
VI I. 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 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
0.85
±0.18
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, 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 FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11. THE MINIMUM NET CLEAR OPENING 41EIGHT 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 FBCR310.2.1.
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
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 RIESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017).
3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
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 % -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 1/2-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.
b. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND E. APA- THE ENGINEERED WOOD ASSOCIATION:
COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY I. ENGINEERED WOOD CONSTRUCTION GUIDE
SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
Fb=1,100PSI Fv=176PSI E = 1,400,000 PSI
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED T0; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
9. EXCAVATIONS TO BE A MINIMUM OF 3- 0• BEYOND NEW FOOTING LINE. HEADERS, AND POSTS.
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 3/<".
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 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI.
3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN Y. 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).
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 WHEREIN 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 CENTERAT 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 OR 7/16 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 2(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 1_/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 6TH EDITION (2017).
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
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
2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX).
3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH%" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH,
REINFORCING STEEL
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING
6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS,
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017).
ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
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.
2.
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH
EDITION (2017).
3.
WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP
EXTERIOR WALL COVERINGS
SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS.
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4
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
4.
ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
EXTERIOR FINISHES
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".
1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, B" 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,
5.
RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
WHERE APPLIED OVER MASONRY OR CONCRETE,
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la &
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
ASTM=C1063-12a.
6.
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
I. #11 AND SMALLER 3/411
CASING BEAD DETAILS DRIP EDGE DETAILS
D. BEAMS, COLUMNS:
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
7.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
4. SHALL BE INSTALLED PERASTM-C1063 -11A AND R703.7 OF THE FBCR, 6TH EDITION (2017)
APPROVAL of THE ARCHITECT.
FIRE-RESISTANT CONSTRUCTION
TIMBER
iUNDER
STAIR PROTECTION:
1.
ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7.
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
EXTERIOR CEILINGS
C. SOUTHERN PINE INSPECTION BUREAU:
1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4"
D. TRUSS PLATE INSTITUTE:
TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) .
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
ARCHIT TS
Design
Grou �nc.
14411 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngrou p.com
AA #: 0003325
ti
w
w
0
a
q
8tmDrv. de LOT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
MODEL:
4EAB
"1672-ARIA"
GARAGE BWjw
RIGHT
PANE:
GENERAL
NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DAT f- 05/21/18
BCALE: 1 �4"=1 ' - 0>"
�3HEET
GN
Pile C""
I 1 I
" V.T.R
1 1/2'I
1 Ir2'� I 1
I
211 r11/2"
I TUB
ILAV
I �
2
3'
t0
MAIN 4„
PLU
3
KITCHEN
SINK W/
AUTO VENT
2 V.TR.
IL
�f �—I I/2' 2 �211
II
I I/211/2
" \ 1 1/2"
2' �� 1 1/2'
1 1/2" �7 — I I/2 Y 2�
211 I
7WASHER I j WC. I
\p LAv.
LAv.
SHWR I
M13"ING RISER DIAGRAM
SECUI E STRAP TO
UNIT W/ (2) "Sxl 1/4
A/C
ST MTL SCREWS
UNIT
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP TO
GONG.
CONIC. W/ (2)-3/16'X2"
SLAB
TAP -CONS
A/C
CONNECTION
TO
PAD DETAIL
NOTE: MAIN COND, DRAIN 3/4' DIA.
OVER HEAD ■ 12' FROM STRICTURE
4
38'
21 10'-011 24'-411
tf � 6'-2" —�l2&1-411
w
—24"X24"XI2'
CONIC. PAD
W/3-05 BARS
E.W. ON
CHAIRS MIN.
3' COVER
4 (TYP. 2) 31- 0
CONC. O I 4 411 CONC.
SLAB c i Dl SLAB
-3 1/2' EXTEND END OF PVC. i4 COND. rg1
CHASE UP 12" ABOVE
DI COND. CONC. PAD
- — —I
DI SLEA5 �1/2
ND
0'-0" ELEV. /,/ •
FIN. CONIC. SLAB
• '' n I 9'-0"
DI
4" GONG., REINF. W/
WI.4XWI.4 WWI-4 ON 6-MIL POLY- /
/ I ETHYLENE VAPOR RETARDER L — —I / / •
ON WELL -COMPACTED CLEAN rF11 a
FILL TERMITE TREATMENT SHALL I
BE BORA-CARE s I / II
� I /
PVC CHASE
—,/ I '' �Iff�� •
�r I" III
FOR ELEC. TO II / / F --,
■ ISLAND
L°� -i
2'-2LO
11
•� _ v T II p
N
SLAri
B N/2' r
I
N
m (�l LAv.
L��J
2XI0 2XG WALL C-
1' - 1111
2'-9" 21-A11
-3 1/2' 1 cx i f N�
I r SLAB 1/2"
I I
1 pl ■■ ■■ 811I
m ■ I 6' 31 411
I
DI
0'-0' ELEv. ■ }}µµ ■
FIN. GONG. SLAB I t5
411 CONC. i
DI �
I
01 DI -0"
0' 21-011 21-811
41-4"
EXTEND FT3.
UNDER WALL
ENTRY COLS.
FOUNDATION
3ro x60
SHWR PAN
®cYl
•n r
BOLLARD
AS REQ. PER
BLDcs. CODE
-a11
*1 1/2'
101- 0"
21'-411
PLAN
<6 H5
ry 1
2'-811
NOTES:
- %, IFY CONDENSER PAD LOCATION WITH SITE PLAN
- rLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF
R5113.1 OF THE F5CR 6TH EDITION (201"I)
■
TYP.
s
A R C H I T E C T S
Design
roup inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
F
w
w
Eq
4
L
I
9VHDIY. �e I.OT:
CREEKSIDE
LOT 42
PROJRCT*
04321.000
MODZU
4EAB
"1672—ARIA"
GARAGBi 91cm .
RIGHT
PAGHi:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
D 05/21/18
Flicco
Py
A R C H I T E C 7 S
4Design
Group"inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
W
W
U
W
0
4
v
h
A
F
A
C:
h
f9tmDIv. ae LroT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
monmr.4
4EAB
"1672- ARIA"
GARAGE SWING:
RIGHT
PAGE:
DOWEL
PLAN
160 MPH EXP. C
ARCHITECT
SATE OF FLORIDA
/-\\ N
DlqnqT
A05/21/18
8CALM; 1/4"=1'-0"
>9HEET
A
d)d)
m L-6
PATIO
L— 5
6068 SC;Z-
LIVING ROOM
8'-8' CLG.
BDRM.#3
V -8' CLG-
W
S'-
0
BDRM. 2
8'-5' CLG.
(2) 3052-SH
EGRESS
r
I I
L- 2
(2) 3052-6H
DINIG
V -8' CLG.
L— 2
(2)EGRES SH
OWNER'S
SUITE
8'-8' CLG.
8'-8" CLCs. I
BATH
a, -a, CLG.
n1ccl-G.
r---iUN. 1
I �---1
FOYER
8 -8" GLCa.
— :30(05 W/
'XI0' TRANS.
L— 7
ENTRY
8' -8' CLG.
IF -----II
I I
L - - - - - J
R GAAGE
s -e CLG.
I it loll
L-1
LINTEL SCH'hJ-`tJ1LE
NOTE: THE LINTELS MAY 55 SU58TITUTI=D WITH LINTELS FROM
ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF
EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATEp
0
4C4R0STmBETE" LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
11'-4"
8F28-154T
L 2
i'-b'
8F16-15AT
L 3
-
-
NOT USED
L 4
-
-
NOT USED
L 5
7'-6'
8F24-I5/IT
L 6
4'-6"
8FI6-05AT
L 1
4'-9,"
8fRF6-05/IT
ABV. DOOR ASSEMBLY
ARCHITECT5
Design
YOU ,ne.
1441 N. HONALD HEAUAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
F
r
w
U
W
0
F
U
A
F
SLJSDm de LOT:
CREEKSIDE
LOT 42
PiiOJZCT#
04321.000
atODEL;
4EAB
"�1p6�7�2 ARIA"
GARAGE OWING:
�/� RIGHT
PAGIC:
LINTEL
SCHEDULE
160 MPH EXP. C
DATE: 05/21/18
8CALE: 1/4"=1'-0" 1
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
4^"14#94"
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-0B
8F16-0B
8F20-OB
8F24-OB
8F28-0B
8F32-OB
8F8-1B
8F12-1B
8F16-1B
8F20-1B
8F24-1B
8F28-1B
8F32-16
2'-10" (34") PRECAST
2302
3166
4473
6039
7526
9004
10472
11936
3166
4473
6039
7526
9004
10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
4473
6039
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
1665
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
5260
7134
8995
6890
T-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112") PRECAST
573
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
ass
748
1076
1438
1855
2343
2920
14'-0" (16$") PRECAST
338�_455
381
648
919
1190
1462
1087
1260
700
1003
1335
1714
2153
2666
14'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
695
1250
1855
2370 1
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
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 1
300
570
870
1250
1660
1970
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470 1
720
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
4^XT644111194"
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1 T
8F12-1 T
8F16-1 T
8F20-1 T
8F24-1 T
8F28-1 T
8F32-1 T
8U8
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
8F28-2T
8F32-27
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
418
418
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
378
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
15'-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 1
186
290
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4AZT-44401
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" (5411) PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
r 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'-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-$" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
T-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
188E
535
928
1497
2179
2618
3595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
C�
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-1T
8RF6-2T
8RF10-IT
8RF10-2T
8RF14-1T
8RF14-2T
8RF18-IT
8RF18-2T
8RF22-IT
8RF22-2T
8RF26-IT
8RF26-2T
8RF30-IT
8RF30-2T
8RU6
8RF6
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'-$" (68") 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
830
1100
778
956
1468
1987
2509
3035
3563
7'-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
1 1009
1 1369
1 1728
2088
1 2450
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
° 1-1/2" CLEAR
TYPE DESIGNATION
F = FILLED WITH GROUT/ U = UNFILLED U = C.M.U.
QUANTITY OF #5 REBAR AT ¢ Q
BOTTOM OF LINTEL CAVITY � z - ,.
O °. GROUT
8F16-1B/1Tco
r #5 REBAR AT BOTTOM
} L • • OF LINTEL CAVITY
NOMINAL WIDTH _ QUANTITY OF #5
BOTTOM REINFORCING
NOMINAL HEIGHT REBAR AT TOP 7-5I8"ACTUAL PROVIDED IN LINTEL
8" NOMINAL WIDTH (VARIES)
SAFE LOAD TABLE NOTES
1
GENERAL NOTES _
MATERIALS 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 (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches atthe 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. 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
5. Rebar provided in precast lintel per ASTM A615 GR60. longer with a nominal height of 8" meet or exceed U180. p y y g y p g
Field rebar per ASTM A615 GR40 or GR60. g g addional reinforced masonry above the precast lintel.
Bottom field added rebar to be loca
ted ated at the bottom of the lintel cavity.
6. Prestressing strand per ASTM A416 grade 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation. 7. 7/32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7_ The designer may evaluate concentrated loads from the safe load tables by
7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 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.
A R C H I T E C T S
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
W
y
w
4
0
a
a
U
W
a
F
i
ti
OUBDIV. de LOT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
>a[ODEL:
4EAB
"1672-ARIA"
GARAGE OWING;
RIGHT
PAGE:
SAFE LOAD
TABLES
(CAST—CRETE)
t60 MPH EXP. C
05/21/18
OCALE: 1/4"=1'-0" 1
_Il
GROUND
SNOW
LOAD
WIND DE5IC3N
SPEED" TOPOGRAPHIC
(MI=H) EFFECTS.
SEISMIC
DESIGN
CATAGORYr
6U5JECT TO DAMAGE FROM
WINTER
DESIGN
TEMP °
ICE BARRIER
UNDERTLAYMENT
REQUIRED"
FLOOD
HAZARDS e
AIR
FREEZING
INDEX'
MEAN
ANUAL
TEMP]
WEATHERING4
FROST LINE
DEPTHb
TERMITE
NA
W60 G
I NA
Nr=GLIGA5LE
NA
vER1' HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN
ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH FBC R302.S.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F13C R302.10.I THROUGH FBC R302.10.5
COWOrENT AM CLADDING WINO LOADS
BASIC WIND EXPOSURE FOR 3 SECOND OUSTS
OPENINGS
SQUARE
ZONE
18D 6PH WIND (NO
f IMM
AND TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
8j3.D. MIN.
12
5
30/-3-t
CRITERIA
80-t0 O.H.D.
56
5
30/-38
160'10 O.H.D.
112
5
29/-35
SOF rlT
N/A
5
31.6/-38,8
-E8.29/
IF
ROOF TILE
N/A
3
-58.29
AFPLICASLE
BASIC WIND SPEED MPH = 160 (Volt) INZERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER=6TH(2017)
R301.2.1 TO MEET TESTED ALLONOMINAL
WIND LOAD VALUES FROM THMANUFACTURER.
t'
BALL$
SQ.FT.
CALC. S
LIVING
1-t68
SQ, FT.
GARAGE
432
50. FT.
ENTRY
38
50. FT.
LANAI
80
5Q. FT.
TOTAL
2318
50, FT.
A/C VOLUME
15322.E
47
GABLe ROOF$
8:g14.
fW <0:s- W HIP ROOFS
I°
For S1: 1 i(KA = _1,04. oi, i dr: rx = 0.0 175 rail.
FL0OR 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.
-OTHER OPENINGS BETWEEN THE GARAGr=
AND RESIDENCE SHALL BE EQUIPPED
WITH SOLID WOOD DOORS NOT LESS THAN
1 3/5' (35 MM) IN THICKNESS, SOLID
OR HONEYCOMB -GORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR
20-MINUTE FIRE -RATED DOORS.
IEXTERIOR MASONRY I
WALL 5R.G. HEIGHTS
w
DBL.
TOP
PLATE
AR DETAIL
U SCALE: I/2" = I' -0"
I' I•Wool
FEN MMMILIT41111111
L
rill
Ea. EQ.
OVANITY OVANITY
A R C H IT EC T S
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
w
U
W
0
F
A
F
a
stmnmV. d LOT:
CREEKSIDE
LOT 42
PR.OZRCT#
04321.000
MODEU
4EAB
"16"72—ARIA"
GARAGE 8WING:
RIGHT
PAGE:
FLOOR
PLAN
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
MAY �l �?
ROLAN A.ABOUCHACRA
AR NO 93723
fp.114T -I
DA05/21/18
8CALE: 1/4 "=1' — 0"
I19HEET
-tile
REAR
TEXTURED FINISH
8'-8' BRS ROT `�,-
p-ell`
E701
I
14A (PI
WA
5RG. HCxT.
la �mDO l�l �1[I\I
m
OFF RIDGE VENT
RIGHT
TEXTURED FINISH
OFF RIDGE VENT
■ WA3 WA3
TYP. Tl'
" FIN. FLR _ - -- — -- —
r
LEFT
TEXTURI=D FINISH
ROOF
V-8' 5R3. HGT.,L
FYPON
5KTIIXI-1 OR
EQUIVALENT
4" RAISED
RAND (TYP.)
(A -0" FIN. FLR
_
1A3
WA3
TYPt
Q
�
OFF RIDGE VENT
OFF RIDGE VENT
ELEVATION
IIm
Q.
€Q_
T Y P 1 L� ___/
WA
I_I I_I I —I
TEXTURED FINISH
NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103.4
L.
+/-IS'-8' 5LDGs. WGT.
FYPON
5K1-IIXI-t
OR
EQUIVALENT
DECORATIVE
5RACKET
FYPON
LV12X24 OR
EQUIVALENT
8'-S' 51;RCa. HGiT.
6' RAISED
SAND (TYP.)
:PT. COACH
LIGHT
0'-2Y FIN. FLR.
MODEL 1672-ARIA
AREA OF ATTIC = 2334 SQ. FT.
N ET FREE V ENTI LATI ON AREA RI 1/ 300
12 REQUIRED VENTILATION AREA = 2334/300
F' 14A 7.78 SQ, FT.
1PA3 7.78 = 1120.32 SQ. IN.
8_8 e, N t�QUIREDVENTILATION = 4X 1120.32
IN UPPER PORTION OF ATTIC = 448.128 SQ. IN.
(BALANCE TO BE PROVIDED IN
L —1 ;;,� — SOFFITVENTS)
WA WA OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT(net free area)
TYP TYP. TOTAL#OF VENTS REQUIRED = 3.90
TOTAL# OF VENTS PROV I DED = 4
SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free
area)
0 -0 FIN. F RFEETOFSOFFITREQUIRI 64.02
-4"
&-V FIN. FLR
ff I'-
oa
"
J
2YVER DETAIL
CAL/2" = 1'-011
ARCHITECTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
+/-IS'-8' 5LDGs. WGT.
FYPON
5K1-IIXI-t
OR
EQUIVALENT
DECORATIVE
5RACKET
FYPON
LV12X24 OR
EQUIVALENT
8'-S' 51;RCa. HGiT.
6' RAISED
SAND (TYP.)
:PT. COACH
LIGHT
0'-2Y FIN. FLR.
MODEL 1672-ARIA
AREA OF ATTIC = 2334 SQ. FT.
N ET FREE V ENTI LATI ON AREA RI 1/ 300
12 REQUIRED VENTILATION AREA = 2334/300
F' 14A 7.78 SQ, FT.
1PA3 7.78 = 1120.32 SQ. IN.
8_8 e, N t�QUIREDVENTILATION = 4X 1120.32
IN UPPER PORTION OF ATTIC = 448.128 SQ. IN.
(BALANCE TO BE PROVIDED IN
L —1 ;;,� — SOFFITVENTS)
WA WA OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT(net free area)
TYP TYP. TOTAL#OF VENTS REQUIRED = 3.90
TOTAL# OF VENTS PROV I DED = 4
SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free
area)
0 -0 FIN. F RFEETOFSOFFITREQUIRI 64.02
-4"
&-V FIN. FLR
ff I'-
oa
"
J
2YVER DETAIL
CAL/2" = 1'-011
ARCHITECTS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
U
W
0
F
0.
U
w
q
F
2
OUBDrv. dC LOT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
MODEIa
4EAB
"1672-ARIA"
GARAGE 91VING:
RIGHT
PAGE:
ELEVATION
„D))
MELBOURNE
t60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
MA� _3 Vjlfn
k
ROL D A. ABOU ACRA
AR NO 93723
DPUNT
ATZ.. 05/21/18
SCALE: 1 /4" =1' — 0"
\ — — — a, -a, IBR3. —
i'-0" I
7�/
ro / WA p.
PIN.I=LR
---
----------------
LARGE LIVING
REAR ELEV.
/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I I
I I
I
12
I OPP RIpCxE VE:NtI
I 6�
I
I Q I
I 1
I
I I I
I p 1I/T.
I I
I
14B
I WAs I
TYP.
I
II I
l
\ / /
LI=Pt EL3=V.
/ - - - - - - - - --
0 P T ® LANAI
LARGE LIVING
PRAMS REAR ELEV.
-----------------------
12
114A 6
WA
I
11E 14B
I WA3 WA3
TYP.
0'-0' PIN. PL_R� 1
\ /
1 LANAI W
LARGE LIVING
FRAME LEPt ELEV.
A R C H I T E C T S
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 I
h
W
W
U
w
0
4
q
F
ti
IBtmD1Vv.
CREEKSIDE
LOT 42
PROJECT*
04321.000
MODZU
4EAB
"16"72-ARIA"
GARAGE OWMG:
RIGHT
PAGE:
ELEVATION
„D„
OPTIONS
MELBOURNE
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
aNO
AY
ROCRA
DATA: 05/21/18 '
8CALM; 1/4"=1'-01'
3D.1
l; j� COPY
(2) 2XI2 SM. TO
6X6 POST (2) MSTA-24 ! (1) I-ITS-16
POST TO SLAB ASU66 (TYP. 2)
GABLE END
BRACING
SME DTL. W
SHEET 02
II d'' �l I\
PLAN
= 1=
Q
OU
=O
U
O�
0�
en U
�z
z�
O�
Cl
Q
o�
U®
o�
x
o�
CS)kn
-Az
z�
o�
Q�
Q
IX4 DIAL.
BTM. CHORD
SRACING,
TYP.
ARC H ITFCTS
6
Design
GYOU 12.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
W
h
W
V
W
0
F
a
w
a
h
A
a
®tmDm ee LOT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
MODEL:
4EAB
"1672—ARIA"
GARAGE BVMG:
RIGHT
PAGE:
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DRpE 05/21/18
BCALE: 1/4 "=1' — 0"
CONNECTOR SCHEDULE
II CONTROL DATE: 01-05-17
MiTek LISP
SIMPSON
MiTek USP
SIMPSON
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
FASTENER
HTA 16-18
1625
META-16
1450
(8)10d X 11/2" 1-PLY, (7) 16d2-PLY, EMBED 4"
(8)10d x 11/2" 1-PLY, (6)16d 2-PLY, EMBED 4"
(2) HTA 16-18
2430
(2) META-16
1985
(12)10d x 11/2" 1-PLY, EMBED 4"
(10)10d x 11/2" 1-PLY, EMBED 4"
1900
(10) 16d 2-PLY, EMBED 4"
(14)16d 2-PLY, EMBED 4"
HTA 16
1870
HETA-16
1810
(10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4"
(9) 10d x 11/2" 1-PLY, (8)16d 2-PLY, EMBED 4"
HTA 20
1870
HETA-20
1810
(10)10d x 11/2", (8) 16d 2-PLY, EMBED 4"
(9)10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4"
y
z
(2) HTA-20
2430
(2) HETA-20
2035
(12)10d x 11/2", 1-PLY, EMBED 4"
(10)10d x 11/2" 1-PLY, EMBED 4"
2500
(10)16d 2-PLY, EMBED 4"
(12) 16d 2-PLY, EMBED 4"
O
LUGT-2
2260
LGT-2
2150
ELK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) SOd
(7) -1/4" x 2 1/4" TITEN, WOOD (16)16d
Q
DHTA-20
2430
DETAL-20
2480
(16) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE
(18) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE
MUGT15+
4175
MGT+
3965
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD)
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22)10d TO WOOD
HUGT2+
9790
HGT-2+
10980
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)10d TO WOOD
HUGT3+
9860
HGT-3+
10530
WOOD (8) 10d, MASONRY (2) 3/4" A.T.R
(2) 3J4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)10d TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONC (4) 3/8" X 5" Wedge -Bolt+ Anchors, WOOD (12) WS25
(12) SIDS 1/4"0" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
LPTA
1510 PARALLEL TO WALL
1470 PERPENDICULAR TO WALL
LTA2
1210 PARALLEL TO WALL
1210 PERPENDICULAR TO
WALL
(10) 10d x 11/2"
(10)10d x 1-1/2"
MUGT15
4175
VGT
4940
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4)10d TOP/(6)10d FACE/(12)10d BACK OF TRUSS
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SIDS 1/4"x3"
HUGT
7185
(2) VGT
7185
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8)10d
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SIDS 1/4"x3"
MTW 12
1195
MTS-12
1000
(14)10d x 11/2", (14)10d
(14)10d X 11/2"
HTW 16
1260
HTS-16
1150
(16) 10d X 11/2", (16)10d
(16)10d X 11/2"
HTW 20
1530
HTS-20
1450
(24) 10d X 11/2", (20)10d
(24) 10d X 11/2"
HTW 24
1530
HTS-24
1450
(24) 10d X 11/2", (20) 10d
(24) 10d x 11/2"
LSTA 12 ++
930
LSTA-12 ++
925
(10) 10d
(10) 10d
LSTA 18 ++
1235
LSTA-18 ++
1235
(14)10d
(14) 10d
MSTA-18++
1310
MSTA-18++
1315
(14)10d
(14) 10d
MSTA-24++
1640
MSTA-24++
1640
(18)10d
(18)10d
MSTA-30++
2065
MSTA-30++
2050
(22)10d
(22)10d
a
<
MSTA-36++
2065
MSTA-36++
2050
(26)10d
(26)10d
Ln
KST1236
3890
MSTI-36
3800
(36)10d X 11/2"_
(36)10d X 11/2"
KTSI248
5140
MSTI-48
5065
(48)10d X 11/2"
(48)10d X 11/2"
LFTA6
1210
H6
950
(16) Ed x 11/2", (16) 8d)
(8) 8d TO PLATES, (8) 8d TO STUDS
SPT24
1030
SP4
885
(6)10d TO STUDS (6) 10d TO PLATE
(6)10d x 11/2" TO STUDS
MP34
5251N F1 @ 160%
A34
515 IN F1 @
160%
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
HHCP2
800
HCP2
645
(10) 10d x 11/2" TO TRUSS, (10)10d X 11/2" TO PLATE
(12)10d X 11/2"
RT16A
1380
H10A
1140
(9) 10d x 11/2" TO TRUSS, (8)10d X 11/2" TO PLATE
(18)10d X 11/2"
MUGT15 & PHD4A
4175
VGT & HDU4
4565
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"0' TO WOOD, (10)-SDS 1/4"x21/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
MUGT15 & PH04A
4175
VGT & HD713
4940
(28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD
(16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/THREADIED ROD, (2) NUTS/WASHER/2PLY
PAU44
2535
6775
ABU 44Z
2200
6665
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)16d TO WOOD
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)16d TO WOOD
LT519 +++
1205
LTT19 +++
1340
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD
LT520B+++
1100
LTT20B+++
1500
(1) 3J4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (10)10d x 1-1/2 TO WOOD
(1)1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD
O
2
HTT45
4160
HTT4
4235
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (18)16d X 21/2"
'(1j 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26)16d X 21J2"
Z
HTT45
5005
FITTS
5090
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (26)16d X 21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X 21/2"
UPHD11+
14395
HHDQ11-SDS
2 5+
11810
(1)1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. EMBED) IN CONIC., {24) WS3 WOOD SCREWS
(1)1„ A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24) SIDS /" x 2/" WOOD SCREWS
PHD5A
6525
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (3) 3/4" STUD BOLTS TO WOOD
TDX8
7870
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD
NFM35X12U
2580
7130
MBHA
3.56/11.25
3475
5330
(1)1/2"' J-BOLT W MIN
DYNA BOLT SLEEVE
6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONIC W/ 3/4" DIA ITW RAMSET/REDHEAD
ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM
HUS4121F
3060
2710 (100%)
HUSC412
(WOOD)
3635
2660 (100%)
(10)16d TO HEADER, (10)16d TO WOOD
(10)16d TO HEADER, (10)16d TO WOOD
3325 (125%)
3265 (125%)
LLJHD4101F
(D
(CMU)
1950
5000
HUC410
(CMU)
1800
4500
(18)1/4"" x 3"" WS3 SCREWS, (10)10d TO
WOOD. USP (20) 3/16"11TAPPER+, (10)10d TO WOOD
(18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD:
d
=
HD210-21F (CMU)
1950
5000
HUC210-2
(CMU)
1800
4500
(18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16""TAPPER+, (10) 10d TO WOOD
18 1
() /4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD:
HD210-31F (CMU)
1950
5000
HUC210-3
(CMU)
1800
4500
1
WOOD. USP (20) 3/S)1/4"" x 3"" WS3' SCREWS, (10) 10d TO
1fi"" TAPPER+, (10) 10d TO WOOD
(18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
LGUM26-2
2125
5065
LGUM26-2-SD
1430
5595
(4) 3J8" X 4" Wedge -Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS
(4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4 X 2-1/2 SIDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT.
++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
N
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7"
Lu
Q
A.T.R. = A-307 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 STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
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 ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016,
SOFFIT SHALL COMPLY WITH FBC R703.1.2.1
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• FOR OPEN WEB TRUSSES -TRUSS TO MASONRY/CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES).
• FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR
I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX.
• TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES).
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.
5. HEADER SPAN CHART & MINIMUM WALL & HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @
EA. END. CUT PITCH & BEVELTO FITTIGHT TOTRUSS AS PER APA REQUIREMENTS.
7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12.
9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS.
HEADER SPAN CHART
SINGL1=
STORE' APPLICATION
SIZE
CLEAR SPAN
D15L 2
DBL 2
DBL 2
D5L 2
x 6
x S
x 10
x 12
UP TO 5'-4'
V-4' TO 1'-0'
i'-0' TO 10"-0"
IV -& AND OVER
TWO STORY APPLICATION DOLLN STAIRS
SIZE
CLEAR SPAN
D5L 2
DBL 2
D5L 2
D5L 2
x 6
x S
x 10
x 12
UP TO W-0'
W-O' TO 6'-4'
6'-4' TO V-0'
V-0' AND OVER
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM 1-41=A0ER SPAN (Pt.) UP TO 5'-0' TO ;I-0"
U.N.O.
4'-11 I/2" 7'-11 1/2' AND UP
NUM5ER OP I4EADER STUDS
SUPPORTING 1=ND OF Hr=ADI=R I 2 3
NUM51=R Or- FULL L3=NOTH STUDS I 2 3
AT EACH END OP I-II=ADER
F(2 x 12
02 SYP)
�/16' OSB
NAIL (3) 12d a 6"-8" O.C.
TYP. 2x12 BM./HDR.
A R C H IT E C T S
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
will
[E-
12A
0.
Q
ti
8tT8DIV. Se IA'r:
CREEKSIDE
LOT 42
PEiOJECT#
04321.000
MODE'r g
4EAB
"1672-ARIA"
GARAGE OWING:
RIGHT
PAGE:
CONNECTOR
SCHEDULE
MELBOURNE
t60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
4X 2 2J"
``
DATE:05/21/18
DCAIM: 1 /4"=1' - 0"'
'die
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
_10
12115V OUTLET
20 AMP SWaLE POLE
110V OUTLET
110V OUTLET
Ire OF OUTLET WILD
TO SWITCH
GFI
110V OUTLET
EQUIPEp W/GRND FAU
INTERUPTER (TAMMR
RESISTANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
--F�-•I
EXr. WATERPROOF
GROUND PAULT
-tom-
OUTLET
INTERRUPTER
SWITCH
SWITCH
9-WAY OP'ER
!
SWITCH
/4
4-WAY OPER.
WALL MOUNTED
L404T
CEILING LIGHT
`01) VP
VAPOR PROCF
CO)
RECESSED CAN
WALL SCONCE
PRE -WIRED
VENT. FAN
I CFM PER 6Q FT.
1LjCV FAN W
/LIGHT
I a" PER SQ. Pr.
FXTURE
(SPE
"I TOD BY
2-5ULB WRAP
AROUND
_
2' FLuowaCENT
4' FLUORESCENT
V
4' TRACK LIGHT
-"—a-y—rr-�
®
PANEL
MISTER
O Sr).
SMOKE DETECTOR
BATT. ®ACJK-UP
W/ HARDWIRE
9D.
WALL MOUNTED
SMOKE DETECTOR
BATT. SACK -UP
W/ HARDWIRE
CARBON MONOXIDE
6MOKE pEfECTOR
COI`IAO
BATr. BACK-UP W/
HARDWIRE
NTER-CONNECTED
SHALL IBE A DISTANCE
Cr NOt LESS THEN 4'
PENDANT LIGHT
Lr�
H
NATURAL GAS
OUTLET
`
TELEPHONE JAOK
WATER HEATER
73IMIM SOIREE
TO BE ELEVATED
DISCONNECT
I'
A/G
AIR 020IT(ONING
DI6CONNECT
7
TELEVISION JACK
CEILING BOX MQUIRM
TO BE SUPPORTED IN
O
J-AOX
ACCORDANCE V BOX
MARKED AS SUCH FOR
INSPECTION
I BOX IIWD—
TO BE SUPPORTED IN
CEILING FANLIGHT
ACCJOI:DANCE W/ BOX
MARKED AS SUCH FOR
FLOOD LI&4T
K OPT. SECURITr
KEYPAD
P.B. PUSH-surraN FOR CHIMES
•�USE PORr
O
LOCATION OF Tv JACKS 4 PHONE OUTLETS +
FANS TO BE VERIFIED 0 HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF F5CR 6TH
EDITION (2017).
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI 0 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
M1507.4 F5CR 6TH EDITION (2017).
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
F5CR 6TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE fi$CR 6TH ED (201-0.
CLGx FAN
OFT.
COACH
COACH
LIGHT
\
ELECTRICAL PLAN
WP Panel MAIN - A
PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B
FEEDER: 3-#1 Cu THWN & 1- #6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire Pole I Bkr I Description Watts Circuit Circuit Watts
#12 1 j 20 1 Exterior Receptacle GFI for TUG 1200 1 2 iSpace
#12 2 20 Irrigation Pump 1000 8 4 1 iSpace
5 6 1 4680 1 A/C C. U.-1
Space I 1 7 1 1 8 1 1
PANEL - A
PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O.
FEEDER: 3- #1 Cu THWN & 1 - #6 Cu (G) in 1 1/2" C. OR 3-4210ALTHWN&1-#6Cu(G)in11/2"C.
Wire
Pole
Bkr
Descriptic
# 12
1
20
Small Appliance
# 12
1
20
Microwave / Hood GFI
#12
1
20
Small Appliance
# 12
1
20
Refrigerator GFI
# 12
1
20
Dining Receptacles AFCI
#12
1
20
Bath GFI Receptacles
#12
1
20
Foyer / Hall / Laundry AFCI
#14
1
15
Great Room, Lanai & Dining
Space
#14
1
15
SD & C/O AFCI
#12
1
20
Bed #2 & #3 / Bath #2 AFCI
#8 2 35 A/C AHU-1
(Heater 5 KVA at 65%
Load subject to demand factor calculations
Demand Factor Calculations:
Total load subject to demand factor
First 10000 watts at 100%
Remaining watts at 40%
Total A/C load
10% for future growth
Total Connected Load Watts
Tota I Amps (watts / 240 volts)
Watts
Circuit
1
Circuit
Watts
Description
Bkr
Pole
Wire
1500
1
2
8000
Range
50
2
#6
1800
3
4
1500
5
6
4500
Water Heater
�'
2
#10
1500
7
8
1500
9
10
1200
Disposal GFI
20
1
#12
1200
11
12
1500
Dishwasher GFI
20
1
#12
1200
13
14
5000
Dryer GFI
30
2
#10
AFCI
900
15
16
17
18
1500
Washer GFI
20
1
#12
900
19
20
1000
Garage Door Opener GFI
20
1
#12
1200
21
22
1200
Garage Lts & Receptacles GFI
20
15
15
1
1
1
#12
#14
#14
23
24
900
Owner's Suite AFCI
25
26
900
Owner's Bathroom AFCI
27
28
1000
Exterior Lights and Recpt. GFI
20
1
#12
29
30
1000
Irrigation controls only
20
1
#12
31
32
34
Space
S'DaCP.
33
37 38 Space
5120 39 40 Space
41 42 Space
15400 27700 Load subject to demand factor calculations / line
43100 ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
10000 NC: NON -COINCIDENT LOAD
13240 GFI: GROUND FAULT INTERRUPTER
33040 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD
137.7
General Lighting & Receptacle Load
Total A/C Square Feet 1672
General Lts & Rec 3 W / Sq. Ft. 5016
Hi -Hats 1 at 65W/Li ht at 10O% 65
Total General Lights & Rec (Watts)
150 AMR ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN
1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
"2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE S0 PvC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
Ckts# watts/ckt Total Watts
General Lts &Rec Panel A 81 6351 5081
PROVIDE 3N2/0 CU, THWN + 106 CU IN 2- CONDUIT OR 3
04/0 AL, THWN + lob CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANr
COMBINATION SERVICE
150 AMP
DISCONNECT SWITCH AND
120/240 VOLT
M
ELECTRIC METER IN
I PHASE
NEMA 3R ENCLOSURE
MLO
PANEL
15OA/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING:
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
— 1 N4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (201-0.
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C H IT E C T&
4Design
Grou—Inc
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #. 0003325
F
W
y
W
U
W
0
F
4
V
W
A
F
r
stmEll Y. & LOT:
CREEKSIDE
LOT 42
PE tOdECT# #04321.000
MODICIo
4EAB
"1672-ARIA"
ajuFlii- BWXN ':
RIGHT
PACT:
ELECTRICAL
FLAN
160 MPH EXP. C
LIATffi: 05 /21 /18
SCALM 1/4"=1'-011
9iia&'I'
I
I
1
I
I
I
LIVING ROOM 10x6
120 CPM
ROOM
BDRM.#3
IOxfo
15 CFM
FUS
10X6
120 GPM
M
N%
%THRU
II
�f5 1�6
II
ASS
FOYER
10X6
-T5 GPM
BDRM. #2
ENTRY
9".
P
12XI2
12XIz OWNER'S
SUITE
II I I —In 1
IL_ _ 1
pp,
L411,
1-1X1 ?
8X4
12' F 0.
BATH
—
1-4 r—g`�
0
X4 1 C.',=NI1
L — — J
CFMr — —
I
I I
O
L --J
MASONITE
LOUVER
PLANTATION r
4' 180-04 2W 1
MAX AIR L
J
584.15 CFM
GARAGE
------------
0
ARIA EQUIPMI=NT 5CH=DULL
2.5 TONS
MFG
CARRIER
Cu
25H5C530As030•
AHU
PX4DNl5.PJ031L
HEAT
5KW
SEER
15 SEER
TOTAL CAP
28400
ELECTRIC
208/230/IPH
5RKR
CU 30 AHU 35
REF LINES
3/4' a 3/5"
F
N
W
0
yE
W
y
A
F
ISVHDIV. AE LOT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
MODELc
4EAB
"1672—ARIA"
GARAGE SW MG:
RIGHT
PAGE:
H VAC
PLAN
160 MPH EXP, C
AY 2 `2
ROL D A. AflC.HAC.RA
R NO
DRATS: 05/21/18
F7� op
f U MY REEV1=RtI0ALLY W/ CONC.
UR Y Y FOCELL
STUDS
EN�OL. MAX
SEE ENERGY CODE FORMS FOR
8ILL
A. MATtON R-VALUEB ATE TO STUD W/ Y
z TEXTURED FINISH THI 2800 PSI • 28 DAYS
PLATE TO % AE UV }' T. WASHER }'
n q /2' GYP. UL. BD. T W/ 2' WASHER T' �I • OC MAX10 PLATE TO SHAD W/ IOd SLAB REINFORCED W/
MIN. • 32' OC MAX NAIL . 32' O.G. MAX 6 x 6 - W1.4NJIA WWIM.
I" No51 Imo"
WOOD BASE 0'-0' FIN. FLR
Z S 0 a
z p STOP ruliw
IEUNFDI�ED W/ 6'X6' j
q � qWlF OR FIBERMESFV ON 4 . R'_INFORCED W/ VI WAJgtA.4 4'UFORCED LLV 6'X6' WIAXW A ' C PNG. I�MFORGED W/ 6'Xi' W.4XWIA _ 1/2' R401 POR RETARDER ON WLF FIEERME6H CN 6-MIL. VAPOR UWF OR FI ON 6HMIL. VAPOR OR FIBERMESI-I ON 6-MIL. VAPOR W � OR MPACTED CLEAN FILL. L' REt R ON WELL -COMPACTED CLEAN RETARDER UELL-COMPACTED CLEAN RE ER ON LLELL-GgMP•AGtED CLE "` 7 ° TREATMENT TO EE FILL TE TE TREATMENtTO BELFtLL 1ERMIYE ATMBIT TO BE FILL. ITE TREATiM6'NY Td 0E
AR= APPLIED AT FRAMING. BORA-CA APPLIED AT FRAMING. µ° 1. m BORA-CARE A AT FRAMING, 4- BORA- APPLIED At FRN'11Nfm. ,y °
4 I_m a 4'. aw
z °' z W (2) 9 W15AR CHAIRS (3) 8 REBAR ON RG6 (2) 5 REBA CHAIRS
�� I'_(D° 4' V_5" 12'MIPL
�:z, v Rent. �.ry u�nina �.— __ •J -. �. �_.
1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING
W/ BLOCK WALL AT L.B.W. (W/ UPLIFT) AT L. B. W. AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL 3 NOT USED
1 SCALE, SCALE: 141.1'-0' 2SCALE: In'.I'_m, r..li SCALE,
4' OONC, REIF. W/ 6'x6' WA UL40 WUM ON °
POLY ETHYLENE VAPOR RETARDER
71,46-MIL
N LLELL-COMPACTED CLEAN FILL TERMITE 4' Co1r, IREINF. W/ i'x6' WIAXWL 0 WLM
TREATMENT SHALL BE BORA-CAPE ON 6-MIL POLY ETHYLENE VAPOR STUDS16'O.G.MAX STUDS W' O AX
RETARDER ON WELL -COMPACTED CLEAN HEAD SECURE el) M) REEAR ON CHAIRS 4' 4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM O W/ SECURE BOTTOM VAR WI MASON P. T 3A7E M X W/
THICKEN EDGE SIMPedN SP4 ° 61MPSON SP4 . ' °
4 GARAGE STEP—UP HEIGHT OF GARAGE bECURE Er L O W }•x8' HEIGHT O=GARAGE SECURE ET. O W }'x9'
SCALE, I/)'.I'-0' VARIES WITH SLOPE 2' 7' EMBED. 2' R T' EMBED. 70 BLAB W/ 10d
5 NQ N—BEARING N MINL • M VARIES WITH aoPE MIN.. OC MAX. M . 32. OL, MAX
E, •r 0 w ,E XY D FOR EXPANSION D FOR EXPANSION w ,�
a e � w
w w > wI > 4 ° .�'. REIPIF. W/ 6'xi' WACWIAO WUM
TAIIIII ON D CLEAN
= ro 4 4gr
L4XWIA°� -°RM TREATMENT 614ALTL BE
OR w RER49011 D W/ 6'1 WIAXWIA . ° • ° ' CONC. RER�ORCED W/ 6'X6' WIAXWIA C°f k" REINFORCED W! 6'X6' WL4XWA -CARE�T CLEAN 4' AO WU`M ON FIpER`1684 ON 6-MIL. VAPOR OR FIEERESH ON 6-MIL. VAPOR r F115511 6H ON 6-MIL VAPOR
? ° i-MI POLY ET VAPOR R_TARDER i X RETA ON WELL -COMPACTED CLEAN z wER ;N WELL -COMPACTED CLEAN z I RET It ON WELL -COMPACTED GLEAN z K
°G. A EEEEk7RA-CARE ITE FIBOIIA-APPLIET D ATTFRAMMG. ?2 & FILL. ITE TREATMENT TO CC e' 4 FILL ITE TREATMENT TO BE u l2) Mi ROM CHAIRB
- a' 4" , BORA- APPLIED At FRAMING, I'= m w 4" m EIORA- APPLIED AT FRAMING. O
!U R 8
I� "D REf5A1F ON CHAIRS 3" �M. z - (2) 9 REBAR AIRS (3) Mi REBA CHAIRS (2) M) REAR CHAIRS -
w 4' GARAGE STEP—UP
1—STORY FOOTING r. RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W.
NON— BEARING L. B. TN`. W UPLIFT 2—STORY L.B.W. W/ UPLIF L.B.W. W/NO UPLIFT W/NO UPLIFT
4A AT FRONT PORCHES 5 EXTENDED STEP 6 • ® 6A SCALE: In^=I'-m' 6B SCALE: In'.I'-m' 6C EXTENDED FOOTING
'STEM ALL To BE MIPL 3 COURSES
LEI TO'
SCALE: In' a l' -m'
GRADE
RECESS FOR
VII
GARAGE POOR
SECURE P.T. BT. TO SL W/WISED. MIN. 'OCM (U M7 REBAR VERTICALLY W/ CCNC. (U NO IEMAR I Y qJ 'xi' WIAXWIL40 WUM
SECURE P.T. TEAI
,POURED CELL 6 �GEL -T' -MIL iqe UETHYLENPVVAPO1/)'XS' �•' OMU f CLE F TERMITE TREATMENT SHALL 4' CONC, RI W/ 6'x6' WIAXW 40 WUM CN
EMBED. 32 z
w' E L NOTE, OPTIONAL USE OF L Q • GARAGE m s 8 4 A CARE I'-o" U61_L-COMPACTED CLEM FIL6-MIL POLY ETHYLENE R CARDER ON
L `° _ 4 � 2'- % REBAR ON CHAIRS TREATMENT SHALL EE BORA-CANOE
CONCRETE CURE • GARAGE 1. ` O YERMTNED BY
>, ON -MI LY ETHYLENE tLV VAPAPOR AV WWM •�' WALLS
DY DN SION.MED BY STUCCO DIVISION.
w ° < ER ON U)=LL-CO'R•ACTED CLEAN e STOP C (U 9 REBAR ON CHAIRS
CRETE PAD
PI ITE TREATMENT SHALL BE STOP
a4. INF. W/ 61x6' WIAXUL40 ULM " . _CARE _ 104T VARIES E,I •I- GARAGE DOOR FOOTINGCALE,
? ON 6 POLY ETHYLENE VAPOR ° : CURB W!FhI VARIES `�
m w w ° 1 SIR'=I'-0'
" P ER ON WELL -COMPACTED CLEAN 1
TERM TREATMENT SHALL BE4i R ON CHAIRS q
�' z
ro NC. L .. ..
} z 4' OOMEW-ORCED W/ &'X6' WAXWA 8' VARIE5
. L OR FIDERM 61.4 ON 6-MIL VAPOR 6 S S 3,
oT O 4' CONG. REIPFORCED au 6'X6' WL4XWI.4 - °
oa a (2) v ON CHAIRS - e _ r - - FINISH FLOOR
F
- RD MI ON LSAT GCMPAGTED CLEAN5-
UAF OR IER ON E6H -C SNAIL VAPOR - r . FILL. 10'fITE TREATI`TPNT TO ME
. +� FILL. 1 ER ON IIEATMEN 1PAGTED GLEAN ° FORA_ APPLIED AT FRAMING.
�++ O a FILL. TERMITE TREATMENT TO Be-
ARAGE STEP—UP BORA-GAREAPPLIED ATFRAMING
2—STORY L,.B.W. �q ryo 5 `'
ii z L' a I' (2) M) REEAR OV CHAIRS _ 4 8 2 (3) Ta R= ON CHAIRS
GARAGE STEP—UP 6 EXTENDED
SCALE: In'.I'-m' / V ��A V / �/ / %/'/.✓
1—STORY L.B.W.
W/ UPLIFT 1—STORY FOOTING 2—STORY FOOTING
ffE��M.NDED FOOTING D bLAa "�' CURB HE[ Ee 8 AT GARAGE S A AT GARAGE SLAB AT S. G. D. z
'G' 8O SCALEs SCALE:In'eP-m' 10 2 SHOWER RECESS FOQTER
CALE: In'=1'-m' ecAE, F.r-®'
SCALE, I'
z
(U M) REBAR VERTICALLY W/ CONC. E
D CALL ON 6-MIL POLY ETHYLENE VAPOR ULIL`I
IN&1LAON �- - RETARDER ON WELL -COMPACTED CLEAN
T1=XtI1IED I TERMITE TREATMENT SHALL BE
CARE
a, am z W (2) M) IE ON O-IAIRS GROUTED FOND SEAM
Z in' LAB AT GARAGE
q m VARIES ELEV.
7 SERVICE DOOR TO,�'� EAR
'=1'-O' 0'-0' R1 FILM, IEEAR W/ 10• HOOK TIE VERTICAL
TO 40RIZONt
GROUTED FOND SEAM 4 REBAR W/ I0'
CAWJC AND SEAL ° ° VARIES PER ELEV. - RIEe PER III
w TOP e ° 4' CONC. REINFORCED W/ 6'x6'
WL4XW4 IULF OR FlEERME6H ON 1 `t GAS LINE z
E - 6-MIL. VAPOR RETARDER ON '� L ° < a
Z, O a LL-COMPACTED CLEAN FILL. �'`J NOT USED ®OUTED BOND SEAM
IYE TREATMENT TO EE ` • POURED LINTEL OONT. ITYPJ I }' PVC eLEEVE 1
,- • • -CARE APPLIED AT IrWA&ER
a' CMU flLLED CELL (TYR.)
FRN`II FOR GAS LINEPVL CHASE TW?W FOOTING
7X WALL FRAMING!31 M) RE ON O-IA,UaB 4(4)1YXT' ANCHOR BOLTS a (4)1SM' ,+1/2' DR WALL 7 R ON CiiAll@6J-COL.TS MIN b'EMBEDMENT W/ 2'XT'XI/e' ✓" AND NUT SPACED EVENLY FROM WOOD, EASE 2.6TORY I °°
FLOOR TO FOND SEAM. SET IN JOINTS f31 MY REISAR ON CHAIRS
2—STORY FOOTING PRIOR TO FILLING, (SLEEVED ANCHORIN
SOLID POUR ACCEPTABLE RETROFIT)
W/ BLOCK WALL EXT./INT. FRAME WALL TO
SCALE: In"=r-m' j 5 BLOCK WALL CONNECTION 4 (IOURCr LR VERTICALLY W/ CONC, —
F
w
U
W
O
a
a
A
F
A
"i.
ti
otmDly. do LOT:
CREEKSIDE
LOT 42
PROJECT#
04321.000
MODErt
4EAB
1672— ARIA"
GARAGE BRING:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
1 SCALE: SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES a
a' aMu a oc r SQUIRED C7rIONa 0.EANour REQUIRED ARCHITECT
16 GAS LINE THRU BLOCK 1A'Gn'-W-DO. C71ON STATE OF FLORIDA
z WOOD EASE
°� NOT USED E q w 4' CONC, REIF. W/ 6'x'' WA),WIAO U.WM
ON 6 POLY ETHYLEVAPOR C-0' FIN. FL . f
f RETARDER
NE ER ON WELL -COMPACTED CLEAN 0'-0' FIN.F.R.
'U PILL TERMITE TREATMENT SHALL EE I V 2 a
° ( BORA-CARE s+ °a ° tIE VHERTICAL REBAR �' IE VERTICAL REBAR 1 '' I'
(U Ms REBAR SET IN SIMPSON HIGH g' i, T ° TO CRYONTA_
z STRENGTH EPDXY 6' EMBE'D. MIN. . d I . (2) 7 REBAR • I -STORY ° REISAR LLV 10' HOOK W/ �' HOOD
L (3) Mi REBAR • 2-STORY z �� �:� �.
OUTSIDE REAR TO ME
.�+•. �+�+ �'. r VC CANTINUOJS ro a' PCAWtHRL FOOTING 1- w
4' CONC, REINF. W/ 6'xi' WIAXWL40 !U Mf VERT. DOWEL
a WWM ON 6-MIL POLY ETHYLENE ' q °_ LAPPED W/ BOND BEAM ` .
6 `_• VAPOR RETARDER ON (U'5 REAR AT CORNERS Ep I -STORY ROLAND A CRA
DELL -COMPACTED CLEAN FILL a" :.., _ ° W/ 25' LAP MIN. o, U 4" e" 4" (2) IS REBAR ON CHAIRS AR NO 93723
TERMITE TREATMENT SHALL EE I�_4, 2-STORY HORIZONTAL/VERTICAL
EORA-CA1'-I'MIN.LAP (3)M)RESARONCHAIRS HORIZONTAL/VERTICAL REINFORCING AT
PRINT THROUGH EREIINFORoING BEARING TM 05/21/18TYP. RETROFIT FOR 1—STORY FOOTING EOMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP �9CA.LE:1/4"=1'-0"
B C AT LINTEL CORNERS D W BLOCK WALL
IR'.I'-0' : . �' 8i7EET
AI,T. EXTERIOR F'007E]RS A.T F'INISI-I SI�AB's 'I'O B]E MIN. 12" BELOW U�TIDISTUR]BEID SOIL CONTROL DATE: 07/01/15
Fle �O�•Y
RIBERGLASS SHINGLEc
OVER 030 FELT PAPE'
INSTALLED PER F5C'
RR905.1.1 ON �6" 0.911
SHEATHING OR }" CD
PLYWOOD SECURE:
PER FASTENS'
SCHEDUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EM5ED. STRAP VERIFY
W/ TRUSS PLAN
I%" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MA50NRY
1—STORY
� MEAL
OCKE: 3/4"
Y4' DRYWALL
I'X4' OR I'X2' P.T. NAILER
❑ Ix4 P.T. OR %'X4' MIN.
SECURE THRU FRAME 4
❑ EXTEND IA' INTO BLOCK
W/ %' TAPCON6 OR DRIVE
PIN
(MIN. SHANK SIZE .145
MIN, HEAD BITE 300
MIN. EMBEDMENT 1-41
WITHIN V OF EACµ END 4
18' O.C. MAX SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: 6HNM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED 4 )
DOOR JAMB TO BLOCK +3 4 OR +6 4
A OW3� :H�f.O�KSCAL +S/ OR +5/
SEE ENERGY COPE FORMS FOR
JSULATION R-VALUES
GYPSUM 50ARD OR J" HIGH
TRENGTH CLG. 50ARD
ONC. FILLED LINTEL 5LK W/ (1)
b RE5AR CONTINUOUS
RECAST LINTEL
=E ENERGY CODE FORMS FOR
SULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 05 RE5AR VERTICALLY W/
CONC. POURED CELL
lx2 P.T. FURRING STRIPS o 1&" O.G.
8' CMU
1/2, GYP. WL. OD.
WOOD BASE
FI5ERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RR905.1.1 ON F6
SHEATHING OR 2' CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GAOLE TRUSS
WEEP SCREED
(SEE DETAIL 5/D3)
2X6 P.T. SECURED TO
MASONRY w/ I/2"x9" A.B
w/ 2" DIA. WASHERS, -III
MIN. EMOEDMENT WITHIN
8' OF EA, END, 32' O.G.
MAX IN FIELD.
CONC. FILLED LINTEL
5LK. W/ (1)'5 REBAR
CONTINUOUS
PRECAST LINTEL
5/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(I)'S REBAR-
VERTICALLY W/ GONG.
POURED CELL
8" CMU
2x4 BLOCKING 5ETWEEN TRUSSES
At FIRST FIVE SAYS 4'-0" O.G.
(AT SHEATHING SEAMS)
STIFF5ACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
11-011
TYP. PRE-ENG WD. TRUSS 24" O.G.
o.H. ---- - --- MAX.
1—STORY �o
GABLE BLOCK~
2 WALL
2X4a
SEOURE t0 CLOCK W/ i(4'
2X4=
TAPCONS OR DRIVE PIN
SECURE TO BLOCK W/ V6'
(MIN. SHANK SIZE .14S
TAPCONS OR DRIVE PIN
MIN. HEAD SITE 300
(MIN. SHANK SIZE .145
MIN EMBEDMENT I YV
MIN. HEAD SITE 300
WITHIN WOF EAGI-1 END J I, OTE: STRUCTURAL 2X MUST CE
IV OjC. MAX GAGING.
MM. EMBEDMENT I Ya')
WITHIN V OF EACH END
NOTE: STRUCTURAL 2X MUST BE
2xb� CN OUTSIDE 4 SECURE° THROUGH
�1(4'
IS' O.C. MAX GAGING,
OUTSIDE t SECURED
NON-STRUCTURAL TAPCON
SECURE t0 CLOCK W/1- MM. NON-STRUCTURAL
ECTURAL W INTO
2Xbm
THROUGH
THROUGH NON-STRUCTURAL'
TAPCON MIN. IA' EMBEDMENT
TAPCONS OR DRIVE PIN
SECURE TO BLOCK
INTO BLOCiG
(MM. SHANK 812E .145
WR-%' TAPCONS OR
MIN, HEAD SITE 300 : CMU
DRIVE PIN
MIN. EMBEDM�T I Y4)
• DRYWALL
(MIN. SHANK SIZE .145
: CMII
WITHIN 8' OFF EAG-I END 4
18' O.C. MAX SPACING.
'X4' OR I'X2' P.T. NAILER
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
' DRYWALL
2XS,m
❑
WITHIN V OP EACH END 4
18' O.C. MAX SPACING.
❑�.X4'
OR I'XU' P.T. NAILER
SECURE To BLOCK WA-!4'
7{4' OAS. X 4' MIN.
7APCONS OR DRIVE PIN
DOOR CASING
2XS�
(MIN. SHANK SIZE .145
SECURE TO BLOCK
POOR CASING
MIN. HEAD SIZE 300
DOORJAMB OR WINDOW
OR
TAPCONS OR DRIVE PM
lt�W/2-i4'
MIN. EMBEDMENT I W) ATTACa TO 2X PER
(MIN. SHANK SIZE .145
DOOR JAMB OR WINDOW
WITHIN V OP EACH END 4 MANUPACTURES DETAILS.
MIN HEAD SIZE 300
ATTACH TO 2X PER
G IV O.G. MAX SPACING.
MIN. EMBEDMENT I X')
MANUFACTURES DETAILS.
NOTE: BHNM A8 NEEDED TO PLUMB
WITHIN 8' of EACH END 4
10' O.G. MAX SPACINCx
NOTE: SHIM AS NEEDED TO PLUMB
JAMB (00 NOT EXCEED Y49
JAMB (DO Nor EXCEED YV
DOOR JAMB TO BLOCK +1-15/1¢"
DOOR JAMB TO ffiACK +3"
WINDOW TO BLOCK +1-15 8
WINDOW TO BLOCK +3"
"SCALE:
: 3 - -
3/8'=I
-0'
2x4at
CONT. 2x4 RAT RUN SECURED W/
(2) 12d'6 a EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM OOAR) OR 1/2"
HIGH STRENGTH CLG, 50ARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
-.-CAST GONG. SILL
P.T. FURRING STRIPS (3 24" O.G.
1/2" GYP. WL. OD.
WOOD SASE
2X44w
SECURE TO CLOCK wy4
TAPCGNS OR DRIVE PM
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Ya')
NOTE: STRUCTURAL 2X MUST BE
WITHIN W OF EACH END J
ON OUTSIDE 4 SECURED
18' O.G. MAX SPACING.
THROUGH NON-STRUCTURAL W
2Xj,,NIIIIIIII
TAPCON MIN. 144' EMBEDMENT
St•_CURE YO CLOCK
INTO BLOCK
WA-1/4' 7APCONS OR
DRIVE PM
(MIN. SHANK SIZE U4S
'CMU
MIN. HEAD SIYE 300
MIN. EMBEDMENT I Al)
'DRYWALL
WITHIN V of EACH END !
1'xi' OR I'XJ' P.T. NAILER
Is, Or- MAX SPACING.
❑
2X8N:NiiNm
76' CAB, X 4' MIN.
SECURE TO BLOCK WA-1/4'
TAPCONS OR DRIVE PIN
DOOR CASING
(MIN. SHANK SIYE .145
DOOR JAMB OR WINDOW
MIN. HEAD 812E 300
ATTACH TO 2X PER
MIN. EMBEDMENT I Y4)
MANUFACTURES DETAILS.
WITHIN V OF EACH END 4
NOTE, 64NM AS NEEDED TO PLUMB
IV O.C. MAX GAGING.
JAMB (DO NOT EKED Y4)
DOOR JAMB TO BIACR +3-7/18'
�wm ALE,3A7�:HtJICK +9-7/IS'
SECUREN4,
R
SECURE To BLOCK W/
SECURE TOBLOCK IN
PILV
S OR DTO
SECURE TO BLOCK WiY4
TAPCONS OR DRIVE PIN
TAPCONS OIS DRIVE PIN
(MIN. SHANK SITE .145
TAPCONS OR DRIVE PIN
(MIN. 514ANK SIZE .145
(MIN. SHANK STYE J45
(MIK SHANK
MIN. HEAD SIYE 300
(MIN 64ANK SIZE .145
MIN HEAD SIYE 300
MIN HEAD 812E
EMBEDMENT
MIN.HEAD SITE 300
MIN. EMBEDMENT 1 Y4') WITHIN
8' OF EACH END 4 18' Or-
14
MIN EMBEDT"IENT I Y4) WITHIN
8' OF EACH END 4 18' O.G.
V OF EACH END4 16' Or-
MAX GAGING.
NOTE: STRUCTURAL 2X MUST
WITHIN
EMBEDMENT I YEN
8' END 4
NOTE, STRUCTURAL 2X MUST
MAX SPACING.
MAX SPACING.
NOTE: 4L 1X MUST
2X6Aw
ON OUTSIDE < SECURED
MAXEACH
18' O,G, X SPACING.
ON OUTSIDE 4 SECURED
2Xb:m
2X6
OUTSIDE
OUTSIDE 4 SECURED
SECURE CLOCK
THROUGH
rHRWCsI-4 NON-s1RUCTURAL
TP
THROGG-V NON-STRUCTUURAL
SECURE TO BLOCK WFU-%'
SECURE TO OLOCK W/2-%'
THROUGH NON-
THROUGH
OU ORAL
W/U-3(e' TAPCCNS OR
A
rAPC:ON MIN I,Y4
SECURE
SECURE TO BLOCK WA-1/4'
96' TAPGON MIN I -A'
TAPGGNS OR DRIVE PIN
TAPGONS OR DRIVE PIN
MIN
. 1-Y4'
DRIVE PIN
EMBEDMENT
EMBEDMENT INTO BLOCK.
TAPCONS OR DRIVE PIN
EMBEDMENT INTO BLOCK
(MIN. SHANK SIYE J40
(MIN. SHANK 812E Job
E WMEN
EMBEDMENT INTO BLOCK
B
(MIN. SHANK SIZE J45
(MIN, SHANK SIYE .145
1MM. HEAD SIZE 300
MIN HEAD SIZE 300
MIN HEAD SIZE 300
s, CMU
MIN HEAD SIZE 300
MK EMBEDMENT 149
MK EMBEDMENT 1 49 WITHIN
8, CMU
MIN. EMBEDMENT .14)
X' DRYWALL
MIN EMBEDMENT 1 Y49
8' C
WITHIN 8' OP EACH END !
V CM&U
W OF EACH END 4 Is, O.C.
DRYWALL
WITHIN V CF EACH END
I'X4' ORP.T. NAILER
WITHiN 8' OF EACH END 4
YID L
18' O.G MAX SPACING.�'
15' DRYWALL
MAXMAk GAGING
El
X4' OR I'X2' P.T.NAILER
4 I8' O.C. MAX GAGING.
2X8:m
ND 2X SECURE TO
18' Q.C. MAX SPACING.
2X84m
I'X4' OR I'X2' P.T. NAILER
2X&:
SECURE TO BLOCK W/J-T1(r'
❑
I'X4' OR I'X2' P.T. NAILER
OOR CASING
2X04�
SEOURE TO BLOCK w/2-va'
CASING
SECURE TO BLOCK
STRUCTURAL MEMBER
W/CZ1IZd WITHIN 8' OF EACH
SECUIQE TO BLOCK UI/I-I/4'
' P.T. X 4' MM.
TAPCONS OR DRIVE PIN
tAPGON6 OR DRIVE PIN
W/2-W,' TAPCONS OR
DRIVE PIN
END 4 b' TO 8' OG MAX
TAPS OR DRIVE PIN
OOR CASING
(MIN. SHANK SITE J46
MIN. HEAD 81YE 300
OOR JAMB OR WINDOW
CATtACWTO
(MIN SHANK SIZE J45
MIN HEAD SIZE 300
DOOR JAMB OR WINDOW
(MIN. SHANK BITE .145
OOR CASING
(MIN SHANK SIZE .14E
MIN HEAD SIZE 900
MIN EMBEDMENT I Yi') WITHI
ZX PER
MIN EMEIEDM1EhiT 1 Y<'1 WITHIN
7TA,GN t0 2X PER
MIN HEAD SITE 900
MIN EMBEDMENT I Y49
DOOR JAMB OR WINDOW
TTACH TO 2X PER
MIN EMBEDMENT I Ys')
DOOR JAMB OR WINDOW
ATTACH 2X PER
V OF EACH END 4 Is' O.C.
MANUFACTURES DETAILS.
V Cr- EACH END 4 18' O.C.
MAX SPACING.
MANUFACTURES DETAILS.
WITHIN W O° EACH END 4
MANUPACTURES DETAILS.
WITHIN 8' OP EACH END 4
18' OG MAX SPACING,
rU
ANUFACTURES DETAILS.
MAX SPACING.
. 5HIT1 AS NEEDED TO PLUMB
NODE. SHAM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED YV
18' OG. MAX GAGING. NOTE: SHAM AS NEEDED TO PLUMB
NOTE: SHIM
AS NEEDED TO PLUMB
JAMB
(DO NOT EXCEED Yw
JAMB (DO NOT rxmw Y4)
JAMB CDO
NOT EXCEED Y4 )
5' crTu
K' DRYWALL
I'X4' OR I'k2' P.T. NAILER
❑ Ix4 P.T. OR V4'X4' MIN. SECURE tHRU
FRAME 4 EXTEND I,Y4 INTO CLOCK w/
�4,' TAPCONS OR DRIVE PIN
❑T1(M0,L SHANK SIZE .14E
MIN. HEAD SITE 300
MIN. EMBEDMENT I -Al
WM I41M W CP EACH END 4 18' Or-. MAN
SPACING
'DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO IX PER MANUPACTURE6
DETAILS.
NOTE. SHIM AS NEEDED TO PLUMS
JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO HIACK +S/4 OR +5/4
/WD(DOW TO BLACK +S/4 OR +6/4 1
DOOR JAM® TO BLOCK +1-1 2"
ROOFD P RA
DOOR JAMB TO BLOCK +2
DOOR JAMB TO BLACK +3"
DOOR JAM® TO BLOCK +9 9/4'
v
/�'y,� WINDOW TO BLACK +1-1 C,
WINDOW TO BLOCK +2 1 4
/� WINDOW TO BLOCK +S'
F
WINDOW TO HIACK +9 9 4"
H
\./ 6C'iALE, 3A3'•i'-0'
SCALE: 3/8'=1'-®'
SCALE: 3/V-F-0'
SCALE: 3/8'=1'-0'
N
°
FASTENER
SCHEIDULE
NAIL
REQUIREt" tENT5
�(
IA H
TOP CORD BLOCKING AT 4'
GM
USE 1/16" O.S.M. OR 1/2' CDX PLY WITH V RING SHANK GUN NAILS AT
4' O.C_ AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 'B GUN NAILS a 4' O.G.
SIZEI
HEAD
I LENGTH
I DIA.
ENSILE STR
ad
ROUNDT'IODiriED
I 'I/B"
.113
170o00
OR T
1
10d
ROUND,MODIFIED
21/8'
.12E
1-10,000
OR T
1
O.G. MAX. FIRST 2 FRAMING NO E: TYP. EXt.. SHEATHING ATTACHMENT
SPACES ATT EACH END. FOR SHEAR 4 UPLIFT (OS$. TO ME STRUCTURAL a> �
RAFTER OR MaoIN",\
GRADE) CONNECTORS FROM STUD TO PLATE ARE
ROOF SHEATHING NOT REOUIREp EXCEPT ®OPENINGS
EXTERIOR SHEATHING
NOTE: NAILS TO SE MFG. MY MEMPER OF INT.
2
USE 1/2' CDX OR 1/16' OSB PLY WITH'8 RING SHANK GUN NAILS AT 6'
STAPLE, NAIL 4 TOOL ASSOCIATION
I. 0.113 INCH NOMINAL SHANK DIAMETER
O.C. AT PANEL SIDES AND'B RING SHANK GUN NAILS 4' O.C. TOP 4
$
C)
BOTTOM PANEL AND'B RING SHANK GUN NAILS AT 6' O.G. AT
2. RING DIAMETER OF 0012 OVER SHANK DIAMETER
p
INTERMEDIATE SUPPORTS OR "f/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS). SEE DETAIL.
3.16 TO 20 RINGS PER INCH
4.0280 INCH FULL ROUND HEAD DIAMETER
m
ROOF 514EATI�ING LA'rOUT
NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACR TURE
5.2 INCH NAIL LENGTH
AND ENDIUALL BRAG LNG
-ROOF DESIGN PRESSURE BASED ON WORST CASE
BUILDING LENGTH
FOR GABLE END FRAMING
SCENARIO FOR ZONE 3
"8 RINCi SHANK SUN NAILS e W O.G.
TOP 4 BOTTOM EDC.ES
EI5ER3LA66 SHINGLES OVER
030 FELT PAPER INSTALLED
PER F5CR RR905.1.1 ON �r," O.S.S.
SHEATHING OR �` CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE O„
TYP.
o-H-
MTL. DRIP EDGE I
2x4 OR 6 FASCIA PER
ELEVATIONS
VENTED A M. SOFFIT
STfEE5AG T ALL
UPRIGHTS OVER '-10"
HIGH (SEE SEALED
FOR SIZE 4 GONp1Tl0
OS.S. SHEATHING: OR }' CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR -I/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/5" THICK, 3 COAT PORTLAND-/ �`�/
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON EORTIFI5ER JUM50TEX GRADE
'D" PAPER OVER TYVEK
OUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL 1/WA2 1
SECURE GAOLE t0 2x6 P.T. J
PLATE W/ 126's 8' O.G. MAX
SECURE 2x(b PT. PLATE TO 5L /Aj
i"x9" ANCHOR 5OLT W/ 2' W ER J
SET IN SIMPSON HIGH St NGTH }
EPDXY 1" EMOED. MIN 32" OC
MAX.
THICK, 3 CO PORTLAND
CEMENT PL TER APPLIED w
DIREC Y TO MASONRY z
1— ORY GABLE
/ VAULT CLG.
LO C K WALL
SCALE: 3/4" =1-0"
2X6 P.T. SECURED TO
MASONRY w/ 1/2"x9' A.B. w/
2" DIA. WASHERS, i" MIN.
EMBEDMENT WITHIN 8' OF
EA. END, 32" O.G. MAX IN
FIELD.
"B 2' DEOK SCREWS • 6'-6'
O.C. MAX a EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T4G SUB -FLOOR DECKMIG GLUED TO
ALL EXPOSED MEMBERS
2x4 5LOCKING BETWEEN TRUSSES
WHERE "X" 5RACING IS PRESENT
-PRE-ENG GA5LE TRUSS
CONT. 2x4 RAT RUN SE/"O.[C.
(2) 12d's 6 EACH TRUS
TO 5E INSTALLED a MOF TRUSS SPAN, OR 10
MAX
SEE ENERGY G E FORMS FOR
INSULATION R- ALUES
960ARD OR }" HIGH
CLG. 50ARD
2x AILER
x4 a 24' O.G. g INTERIOR KNEE
WALL
GONG. FILLED LINTEL 5LK W/ (1)
M.. 45 RE5AR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 05 REBAR VERTICALLY W1
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS im 16" O.C.
CMU
I " GYP. WL. OD.
NOTE:
PER F5CR R905.1.1 - FOR ROOF SLO 5 2:12 TO
LESS THAN 4:12, A (2) LATER UNDERLA ENT
SYSTEM 15 REQUIRED. FOR ROOF SLOPE
4:12 OR GREATER, (1) LAYER UNDERLAYME IS
PERMITTED BUT MUST 5E PER ASTM D226 TY
II, ASTM D 4869 TYPE IV, OR ASTM D ro-TF-1
IX4 DIAGONAL 5TM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS OYP) m 24'
O.C. MAX
SIMPSON
HETA-16
(TYP) VERIFY
7-W/ TRUSS PLAN
LINTEL COURSE
Ix4 SYP LATERAL
RE-INFORCING 36' O.C.
MAX a TRUSS 5TM.
CHORD, SECURE W/(3) 1001
NAILS 6 EA. TRUSS
CHORD
GABLE END BRACING
`'8 RING SHANK GUN NAILS
+ 6' Ot. IN FIELD
TTP. EXT. SHEATHING .ATTACHMENT FOR ROOF
SHEATHING (0,5M. TO ME STRUCTURAL GRADE)
H I T E C T S
1 N. RONALD REAGAN 81
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
U
w
4
0
A
A
I6ILTHDiV. Aa LOT:
CREEKSIDE
LOT 42
PRAJECT#
04321.000
MODEL:
4EAB
"1672- ARIA"
GARAGE 811(ING:
RIGHT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
D! 05/21/18
OCALE: 1 /4" =1' — 0"
NHEET
ID2
�4p