HomeMy WebLinkAboutBUILDING PLAN 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
REVIEW BY BUILDER
THE CONTRACT DOCUMENTS.
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.
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
DESIGN CRITERIA:
ABBREVIATIONS
-FLORIDA BUILDING CODE RESIDENTIAL
MBV.
ABOVE
LAY.
LAVATORY
(FBCR) 2017, 6th
EDITION
A/C
AIR CONDITIONING
LUM.
LUMINOUS
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
-FLORIDA FIRE PREVENTION CODE 6TH EDITION
ALT.
ALTERNATE
M.
MANUFACTURER
-NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION
AMP.
AMPERAGE
MIN.
MINIMUM
-AIL LOCAL AND STATE
CODES
BD.
CL
BOARD
CENTER LINE
MT
MIL.L
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.B.
PUSH BUTTON
• BASIC WIND SPEED
- Vuit=160 MPH
CPT.
CARPET
PH.
PHONE
Vasd=124 MPH
C.T.
CHIC THE
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
AND STATE CODES
DISP.
DISPOSAL
R.A.G.
RETURN AIR GRILL
DP.
DEEP
HER
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.
ELEV.A.
EACH
ELEVATION
SET.
SHTHG.
SHEET
SHEATHING
SQ.FT.
CALC. S
EQ.
EQUAL
SHWR.
SHOWER
EXIT.
EXHAUST
SIM.
SIMILAR
EXT.
EXTERIOR
SL.
SMING
LIVING
16'12 50. FT.
F.G./FX .
FIXED GLASS
SL. GL.
SLIDING GLASS
GAR66E
432 Sa PT.
F.G.
FUEL GAS
sm.
STANDARD
ENTRY
38 5Q FT.
FIN.
FLR.
FINISH
FLOOR
SWS
SHEAR WALL
SECTION
LANAI
'36 50. PT.
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
Tom•
TEMPERED GLASS
TOTAL
2238 50. PT.
FIG.
FOOTING
THE
THICK
GA.
GAUGE
T.O.C.
TOP OF CURB
A/C VOLUME
14113.1
GAR.
GARAGE
T.O.P.
TOP OF PLATE
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
TYR
TYPICAL
INTERRUPTER
U.N.O.
UNLESS NOTED
GL.
GLASS
OITIERNISE
GYP. BD.
GYPSUM BOARD
V.P.
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HIM.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WDW.
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT MON
REVISIONS
REV,
DATE
DESCRIPTION
--
Ol 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 LIV. & LANAI
--
07/01/15
FBCR 5TH EDITION 2014
CODE UPDATE
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
CI -COVER
PAGE
PG
GN-GENERAL
NOTES
PG
1 -FOUNDATION
PLAN
PG
IA -DOWEL
PLAN
PG
1B-LINTEL
SCHEDULE (CAST-CRETE)
PG
IBA
-SAFE LOAD TABLES
PG
2 -FLOOR
PLAN
PG
3C-ELEVATIONS
"C"
PG
4C-FRAMING
PLAN
PG
4.1-CONNECTOR
SCHEDULE
PG
5-ELECTRICAL PLAN
PG
6-11VAC PLAN
PG
Dl-FOUNDATION
DETAILS/SECTIONS SCANNIPl
PG
D2-1—STORY
WALL SECTIONS & DETAILS BY
PG
D3-2—STORY
WALL SECTIONS DETAILLS atLA `OCC"'l qr
PG
D4-MISC.
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 -WINDOW FLASHING
PG
WA6-WALL
ASSEMBLY DETAILS -SUB -BAND
q
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.a bdesigngrou p.com
AA #: 0003325
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"1672— ARIA"
GARAGE 8WING:
RIGHT
PAGE:
COVER
PAGE
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
MAY 2
05 /24 /18
1 scALE: 1/4"=1'—O" 1
ST. LUCIE
SITE OR NO
KEPT ON JOB
WILL BE MADE
FILE COPY
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
VI I.
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
0.85
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 ()F 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 ARCH ITECT/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 PROVISIOII 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 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 RESIDENCE 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 V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THAN/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.
COMPACT TO 95% 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- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4".
4. PROVIDE 61/o 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/4".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON
DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE 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 C90-1lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =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 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN % INCH, REFER TO FBCR 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 211 OF THE FBCR 6TH EDITION (2017)
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=1,100PSI Fv=175PSI 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 ARA RATED 3/<" 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 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 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 ACORROSION 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 REX "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
1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
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.
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11a &
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
ASTM-C1063-12a.
3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
LIMITED TO:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH_311
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS
I. #5, W31 OR D31 AND SMALLER 2"
PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
I. #11 AND SMALLER 3/"
CASING BEAD DETAILS DRIP EDGE DETAILS
D. BEAMS, COLUMNS:
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/11WINDOW
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 PER ASTM-Cl 063-11AAND R703.7OF THE FBCR, 6TH EDITION (2017)
APPROVAL OF THE ARCHITECT.
FIRE-RESISTANT CONSTRUCTION
TIMBER
UNDER 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:
EXTERIOR CEILINGS
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
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)
ARC If IT E C T S
J. N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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RIGHT
PAGE
GENERAL
NOTES
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FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL
MEET PROVISION OF R3113J OF THE FBCR 6TH EDITION (2011)
4' CONC.
f SLAB
*55
A R C H I T E C T S
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
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■ CONT. VERTICAL DOUI=L
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A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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GSEATER CAPACITY THAN THE VALUES STATED
NO.
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YOU Inc.
1 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
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SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
4^ZT-4411196"
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-0B
8F16-06
8F20-OB
BF24-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
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
F 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
2557
3403
4149
4896
5644
2170
4027
1 6039
7526
1 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
4459
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
7'-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
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'-8" (176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045 1
2610
3185
3765
15'-4" (184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
420
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
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
(288") PRESTRESSED
N.R.130
NR
NR
NR
NR
NR
NR
240
470
720
1030
1350
ENR24'-0"
8" PRECAST & PRESTRESSED U-LINTELS
C�►sivicer�
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-1T
8U8
8F8
8F8-2T
SF12-2T
8F16-2T
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
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") 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*
488
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
1 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
5 00
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 1
4471
515
N.R.
135
124 1
186
290
408
538 1
680 1
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4^ZT-44"M
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-OB
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
BRF30-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
1827
3053
3412
2982
4982
3954
6472
4929
7947
5904
9416
6880
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'-1Q" (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
s6
535
928
1497
2179
2618
3595
EE2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-IT
8RF10-1T
8RF14-IT
8RF18-IT
8RF22-IT
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
1 1455
2240
3036
3837
4643
5453
5'-$" (6$") 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
1 956
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" (11611) PRECAST
533*
433
808
1123
1413
1704
1995
516
614
533
527
1009
1 1369 1
1728
1 2088
2450
TYPE DESIGNATION
8F16-
NOMINAL WIDTH J
NOMINAL HEIGHT
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
1 B/ 1 T
L
QUANTITY OF #5
REBAR AT TOP
*REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR
#5 REBAR AT TOP
MIN. (1) REQ'D
° 1-1/2" CLEAR
=
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7-5/8"ACTUAL
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#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. fc 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 5-1/2" 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 L/360 vertical deflection, except lintels 17'-4" and
5.
Additional lateral load capacity can be obtained by the designer by providing
Field rebar per ASTM A615 GR40 or GR60.
longer with a nominal height of 8" meet or exceed L/180.
addional reinforced masonry above the precast lintel.
6. Prestressing strand per ASTM A416 grade
6.
field fi Bott l b t b added
tom
oom eaed rear o e located at the bottom of the lintel cavity.
6.
One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
270 low relaxation.
7
h d ld i i 7/32" dia
meter ameter wire stirrups are weeto 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
6
Design
Grou�r��
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
4
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CREEKSIDE
LOT 30
Piio9zCT#
04321.000 030R1
MODZT 4
4EAB
"1672-ARIA"
GARAGE 9'1rMG-.
RIGHT
PAGE:
SAFE LOAD
TABLES
160 MPH EXP. C
np 05/24/18
8CALM 1/4"=1'-0"
1' � 1 14
1 B. 1
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 F5G R302.10.1 THROUGH F5C R302.105
CMFOl AID CLADDIM MILD LOADS
BASK MILD EP W FOR 8 YI W0 WM
OI'Ell
3OUAIE
ZOIE
i60 WH YIID M
FSAAll
AID TYPE
FOOTAGE
MIN. WINDOW
10
5
34/-45
CRITERIA
EXTERIOR SWING
21
5
32/-42
DR. MIN. CRITERIA
S.G.D. MIN.
72
5
30/-37
CRITERIA
W70 O.H.D.
56
5
30/-38
16010 O.H.D.
112
5
29/-35
SOFFIT
N/A
5
31:6/-38.8
-6829/
IF
ROOF TILE
N/A
3
-5829
APPLICABLE
BASIC WIND SPEED MPH = 180 (Vult) INTERNAL
PRESSURE COEFFICENT = �E 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
HAVE BEEN MODIFIED PER FBCR R302.2.1
EPR�E]SURES
EET TESTED ALLOWABLE OR NOMINAL WIND LOAD
ALUES FROM THE PRODUCT MANUFACTURER.
LiT
,.mil o,�,"
14
GABLE ROOFS
0:510"
0 s 10` ...
r„ f f.
. I a
10- f3 x 45° 100 < 0 30�
.g. ..
Mlak� r wa oaf,. t
GABLE ROOFS
10"' - 0 z 45" HIP ROOFS
F or Sf., I. foot -_ 304,8 max, I degree = O.ilPS* rad.
Note; a m 4 feet In all cases,
FIGURE R301.2(7)
COMPONENT AND CLADDING PRESSURE ZONES
38' - 8'
I'-4° 101-811
9'-4" 13'-411
1_O
4P
C2J 3052-SH
11(
(2) 3052-SW EGRESS
-------------
I 1
--
I LANAI
I I
DINING
OWNER'S
8'-8' CLG.
1 I
ROOM
SUITE
I I
W-8' CLG.
8'-8' CLG.
2'-8"1,
1
(2) 3052-SW
co
1
s
FFIROVIDE
D5L STUD
N
EA. END OF
`F
KNEEWALL '
- IR-ISH
In
QI I
---�
GREAT ROOM
W-8' CLG.
s
I I
° 36
a
W.I.C.
j
r
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o z ctI0
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II
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b24 b36 I
C.
IR-ISH
�
I
KITCHEN 1
1� -
It
4 -4
1
3 -8 3 -9 r};';-III
3 -l0
12 -8
M
IN 1
I
BDRM #3
2)
I
---
alecl�
s'-8' CLG.
cL
® 3-sH
N
1—
Cq
0, I
LAY.
OMM NU It _ _
BATH
r
8 cLG.
6'-4' 2'-8' 3'-8"1
r
v
co
5'-4°
I Q j
1 -8" 6'-811
0
_$
)LAV.
. 0
dl1
11C I I
8 8 I I
Q
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DIN
O
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SWWRL PAN
3-SH
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IR-ISH
-
`"
•C. O
BATH `'�
82 F
I 1
I I '-
r— 2' .--
22 —
Q
�CESS j
8 '
CLG. �; I V
D
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L Jj
BOLLARD
O
I 1
AS REQ. PER
5LDCx. CODE
WC.
I I�
II
— IR-ISH—
'
V.
FOYER
GLG 8'-8' .
GARAGE
8'-8' CLG.
I
ENTRY
BDRM.#2
M.T.
IN
Ill CLG.
W-8' CLG.
I
r
(2) 3052-SW
EGRESS
21-011
8'-4'
611
2'-a' 2'-0° 31-10°
Q
8" I/-/ 1
21-pll
V
41-4'
211-411
19'-4°
381-8'
FLOOR PLAN
e
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-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR
20-MINUTE FIRE -RATED DOORS.
EXTERIOR MASONRY
WALL 5R3. HEIG4TS
SQ.FT.
CAM'S
LIVING:
1612
SQ. FT.
GARAGE
432
50. FT.
ENTRY
38
50. FT.
LANAI
96
50. FT.
TOTAL
2238
SQ. FT.
A/C VOLUME
14113.1
TOP
PLATE 0
AR DETAIL
Q SCALE: 1/2' - I' -0'
cOaRcx
im,
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0
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O VANITY
I
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A R C H I T E C T S
/Design
Gri6U Inc.
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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3U133DIV. ee LOT:
CREEKSIDE
LOT 30
PROJECT#
04321.000 03OR1
MODEL
4EAB
"1672—ARIA"
GARAGE SWING:
RIGHT
PAGE:
FLOOR
PLAN
160 MPH EXP. C
ARCHnECTl
STATE OF F-ONDA
MAY 12 5.
Dp 05/24/18
SCALE: 1/4"=1'-011
0
8'-8' EKGs. HGsT.
14B
WA3
TYP.
0'-O' FIN. FLR
r
REAIR Ir
h LEVATION
TEXTURED FINISH
8'-8" 51R3. HGsT.. ---
1'-011
0'-0' FIN. PLR.
0'-0" FIN. FLR. L
12
<--T6
II
OFF RIDGE VENT
FOAM DRAI
TILES
4" RAISED
SAND
8'-8" EKGs. HGsT. 8'-8" 5R3. I-IGsI
II-0 II
16 "X6
DECORATI%
14B SHUTTE
WA3
TYP.
4" RAISED
1SAND ITYF
0'-0' FIN. FLR. 0'-0" FIN. FLS
OFF RIDGE VENT
LIEN �L]EATION
TEXTURED FINISH
OFF RIDGE �VENT
OFF RIDGE VENT
RIGHT ELPENATION
TEXTURED FINISH
FRONT ELEVATION_
TEXTURED 1-INISH
NOTE: WALL FENESTRATION FLASHING AS PER F5CR R103A
-01
8'-8" 5RGs. HGsT,
0'-0" FIN. FLR.
J.. i/-IFS'-R" Ri ne,: LJPzt
MODEL 1672-ARIA
AREA OF ATTIC
= 2334 SQ. FT.
NET FREE VENTILATION AREA RI
1/ 300
REQUIRED VENTILATION AREA
= 2334 /300
= 7.78 SQ. FT.
7.78
= 1120.32 SQ. I N .
MIN. REQUIRED VENTILATION
= .4X 1120.32
IN UPPER PORTION OF ATTIC
= 448.128 SQ. IN.
(BALANCETO BE PROVIDED IN
SOFFIT VENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PER VENT (net free area)
TOTAL# OF VENTS REQUI RED
= 3.90
TOTAL# OF VENTS PROVIDED
= 4
SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free
area)
LINEAR FEET OF SOFFIT REQUIRI 64.02
�/ e
ODETAIL
A R C H I T E C T S
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
LOT 30
PROJECT#
04321.000 030R1
MODEL:
4EAB
"1672-ARIA"
GARAGE 9TrnCCk
RIGHT
PAGE:
ELEVATIONS
„C„
t60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
w15
R �T 05/24/183
aCALE: 1 /4"=1' - 0"
m
5J I
5J3
5J5
Ix4 DIAL. 51M.
CHORD 5RACING,
t1'P.
Ix4 5TM. CHORD 5RACING
12' O.G. MAX., SECURED W/
(2) 10d COMMON NAILS *
EA CHORD INTERSECTION,
tYP.
GAME END 5RACING
SEE DTL. '4' SHEET 02
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Design
GroU Inc.
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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BUDDIY. de LOT;
CREEKSIDE
LOT 30
PROJECT#
04321.000 030R1
MODEL:
4EAB
1672— ARIA"
GARA0E BWMGt•:
RIGHT
PAGIM
FRAMING
PLAN
160 MPH EXP. C
DATIC: 05/24/18
SCALE: 1/4 11=11— 0"
SHEET
4 Lj
CONNECTOR SCHEDULE
II CONTROL DATE: 01-05-17
MiTek USP
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) 16d 2-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"
}-
cC
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
V7
LUGT-2
2260
LGT-2
2150
BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d
(7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d
Q
DHTA-20
2430
DETAL-20
2480
116) - 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) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LUGT-3
3525
LGT3-SDS2.5
3285
CONIC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) W525
(12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL
LPTA
1 510PARALLELTO WALL
147PERPENDICULAR 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) SDS 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) SDS 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) lod 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", 120) 10d
(24) 30d 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
N
MSTA-30++
2065
MSTA-30++
2050
(22) 10d
(22) 10d
MSTA-36 ++
2065
MSTA-36 ++
2050
(26) 10d
(26) 10d
F~
ul
KSTI236
3890
MSTI-36
3800
(36) 10d X 11/2"
(36) 10d X 11/2"
KTS1248
5140
MSTI-48
5065
(48) 10d X 11/2"
(48) 10d X 11/2"
LFTA6
1210
H6
950
(16)8d x1 1/2",(16)8d}
(8) Sd TO PLATES, ($) Sd TO STUDS
SPT24
1030
SP4
885
(6) 10d TO STUDS (6) lod TO PLATE
(6) 10d x 11/2" TO STUDS
MP34
5251N Fl @ 160%
A34
515 IN "F1 @
160�
(4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST.
(4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST.
H HCP2
800
HCP2
645
(10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE
(12) lOd 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"THREADS
ROD
(16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W/THREADED ROD, (2) NUTS/WASH
MUGT15 & PHD4A
4175
VGT & HD7B
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/THREADED ROD, (2) NUTS/WASH
PAU44
2535
6775
ABU 44Y
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 CONC., (12) 16d TO WO
PAU66
2380
16005
ABU 66Z
2300
12000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16dTO WOOD
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)16d TO W01
LTS19+++
1205
LTT19+++
1340
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONC., (8)10d TO WOOD
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (8)10d TO WOO
Ln
LTS20B+++
1100
LTT20B *++
1500
(1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (10) 10d TO WO
�
HTT45
4160
HTT4
4235
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (18) 16d X21/2"
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) 16d X2 1/2"
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 CONC., (26) 16d X 2 1/2"
Q
UPHD11+
14395
HHDQT DS25+
11810
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONIC., (24) WS3 WOOD SCREWS
(1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24) SDS M" x 2%'
PHDSA
TDX8
6525
7870
HD7B
6645
(1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONIC. (14) WS3 WOOD SCREWS
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOI
(1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8" STUD BOLTS TO WOOD
NFM35X12U
2580
7130
MBHA
3.56/11.25 1
3475
5330
(1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD
DYNA BOLT SLEEVE 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, (11
EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM
Ln
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%)
Cr
HD4101F (CMU)
1950
5000
HUC410
(CMU)
1800
4500
(18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO
WOOD. USP (20) 3/16""TAPPER+, (SO) 10d TO WOOD
(18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD:
=Z
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) lOd TO WOOD:
HD210-31F (CMU)
1950
5000
HUC2104
(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:
LGUM26-2
2125
6065
SGUM26-2-SD
1430
5595
(4) 3/8" 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 SDS SCREWS T(
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 NAI LS 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.
en
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7"
Lu
O
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/ HOG 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 SIM PSON "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 I LOOR TRUSSES).
* FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL UL 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.
_;. HEADER SPAN CHART & MINIMUM WALL & HEADER
51 UD 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 & BEVEL TO FIT TIGHT TO TRUSS 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
SINGLE
STORr APPLICATION,
SIZE
CLEAR SPAN
DBL 2
DBL 2
DSL 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-4"
5'-4' TO 1'-0'
i'-0" TO 10"-0'
10'-0" AND OVER
TLUO STORY APPLICATION DOUN STAIRS
SIZE
CLEAR SPAN
DSL 2
DSL 2
DSL 2
DSL 2
x 6
x 8
x 10
x 12
UP TO 5'-0'
5'-0' TO 6'-4"
6'-4' TO 8"-0"
W-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-O" TO
8'-0'
u.N.O.
4'-11 1/2'
-t'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
j
2
3
NUMBER OF FULL LENGTH STUDS
AT EACH END OF HEADER
1
2
3
ax12
(M2 SYP)
i/16' 065
NAIL (3) 126 * 6'-W O.G.
TYP. 2x12 BM./HDR.
H I T
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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04321.000 030R1
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"1672-ARIA"
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PAGE:
CONNECTOR
SCHEDULE
160 MPH EXP. C
ARG�-IITECi
[ROLAND
TE FLOPoDA
JAA
A
� a
DATE: 05/24/18
SICALM: 1 /4"=1' - 0"
SHEET
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
12r2V OUTLET
20 AMP SINGLE POLE
110V OUTLET
110v OUTLET
In OF OUTLET WIRED
To SWITCI4
/-�
T GFI
_4
IIOV OUTLET
ECUIPED W/GIBJD FAUL
INTERUPMR !TAMPER
RESISTANT TYPE)
E0
220V OUTLET
(4) WIRE CONNECTION
LLB'
Exr. WATERPROOP
GROUND FAULT
Ut-t
OUTLET
NiVRRUPMR
SWITCF4
SWITCH
$-U)AT OP'ER.
1
eWITCN
4-WAY OPER.
o
WALL MOUNTED
LIGHT
CEILING LIGHT
VAPOR PROOF
RECESSED CAN
�-
WALL SCONCE
PRE -WIRED
VENT. PAN
I CPM PER SO. Fr.
VENT. PAN
W)LIGF4T
I CPI11 PER Sri. PT.
l
FIXTURE
rePEc16 7MD MY
5C
_
2' PLUCM5CENT
4' PLUORBSCENt
4' TRACK LIGHT
--n--r
IIDII
PANEL
IIIIIIIiiallill!
METER
OSMOKE
S.D.
LSATT. P.ACIC-UP
W/ FARDWIRE
DETECTOR
WALL MOUNTED
MATT. BACK-UP
6D.
eMOKE DETECTOR
W/ I4ARDWIIE
CANON MONOXIDE
SMOKE DErECYOR
MATT. 5ACK-11P W/
HARDWIRE
S4A-L ONA CTED
`LY
COMBO
51sT
SF4ALL ME A DIetANGE
14WO NT LIGHT
L�
NATURAL GAS
fV
OUTLET
.
TELEPFIONE JACK
WATER NEATER
DISCONNECT
A/C
AIR CON7ITIONNL
DISCONNECT
TV.
TELEVISION JACK
O
CEILING
----------------
LANAI
CEILING:
MTD. LIGHT
TO BE `\
INSTALLED,
PROVIDE \ I
J-BOX FOR
OPT. FAN GPI
GREAT ROOM
CLG FAN \
\
I
BDRM.#3
M �
PRE -WIRED \
CLG FAN
I
17111
IN
IN
M
�lL
FLOOD LIGHT
OPT. SECURITY
KEYPAD
P.M.
PUSH_%TtON
POR a4me
•T�
UBM PORT
LOCATION OF TV JACKS t PHONE OUTLETS 4
FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO 5E 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
M15014 FBCR 6TH EDITION (201-1).
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FECR 6TH ED (201"I).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FECR 6TH ED (201-1).
ALL LAMPS SHALL EE SELECTED SY
�/O
S.D.
P.B. FOR
M
PRE -WIRED
CLG FAN
W.I.C.
� I
DINING
ROOM
II
SWITCH IN I I
CABINET
FA/
O
P.B. FOR.
GARAGE
DOOR
OWNER'S
SUITE
/� PRE-WIRI=D
CLG PAN
HOOD WIRE WA
OUTLET FOR
°UTURE MICRO.
i
1 w —
/
KITCHEN r- -
\\ \I BATH
GFI J \ \ \
LAUN.
•" %fir-1
GFI a 42" CsFI a 421
' F 7
\----
\ WALL MOUNTED
\ LIGHT W/SWITCH
\ \ IN ATTIC
KEYLESS
FIXTURE
C-PI
CL.G. OUTLET
OHD
IRRIGATION
GARAGE OUTLET
� \) 48' A.F.FWIM
I � CxFI
/
a
� NTRY
OTIOT — — ——
OPT.
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) i n 1 1/2" C.
Wire
Pole
Blur
Description
Watts
Circuit I
Circuit
Watts
4680
I Description
Space
Space
A/C C.U: 1
Blur
30
Pole
2
Wire
#10
#12
1
20
Extedor Receptacle GFI for TUG
1200
2
#12
2
20
Irrigatlon Pump
1000
4
6
Space
71
8
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-#210 AL THWN & 1-#6 Cu (G) in 1 1/2" C.
Wire
Pole
Bkr
Description
Watts
Circuit
Circuit
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
Watts
Description
Blur
Pole
Wire
# 12
1
20
Small Appliance
1500
1
8000
Range
50
2
#6
# 12
1
20
Microwave! Hood GFI
1800
3
#12
1
20
Small Appliance
1500
5
4500
Water Heater
25
2
#10
# 12
1
20
Refrigerator GFI
1500
7
# 12
1
20
Dining Receptacles AFCI
1500
9
1200
Disposal GFI
20
1
#12
#12
1
20
Bath GFI Receptacles
1200
11
1500
Dishwasher GFI
20
1
#12
#12
1
20
Foyer Hall / Laundry AFCI
1200
13
5000
Dryer GFI
30
2
#10
#14
1
15
Great Room, Lanai & Dining Lights AFCI
900
15
Space
17
1500
Washer GFI
20
1
#12
#14
1
15
SD & C/O AFCI
900
19
1000
Garage Door Opener GFI
20
1
#12
#12
1
20
Bed 02 & #3 / Bath #2 AFCI
1200
21
1200
Garage Lts & Receptacles GFI
20
1
#12
Space
23
900
Owners Suite AFCI
15
1
#14
Space
25
900
Owners Bathroom AFCI
15
1
#14
Space
27
1000
EMorlor Lights and Reciat. GFI
20
1
#12
space
29
1000
litigation controls only
20
1
#12
Space
31
Space
Space
33
Space
Space
35
Space
Space
37
Space
#8
2
35
A/C AHU-1
(Heater5 KVA at 65%
5120
39
Space
41
Space
Load subject to demand factor calculations / line
15400
27700
Load subject to demand factor calculations ) line
Demand Factor Calculations:
ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
NC: NON -COINCIDENT LOAD
GFI: GROUND FAULT INTERRUPTER
Total load subject to demand factor 43100
First 10000 watts at 100%
10000
Remaining watts at 40%
13240
Total A/C load
9800
10% for future growth
LOAD CALCULATION IS BASED ON A'C NON -COINCIDENT LOAD
Total Connected Load Watts
33040
Total Amps (watts 1240 volts)
137.7
General Lighting & Receptacle Load
Total A/C Square Feet
1672
General Lts & Rec 3 W / Sq. Ft.
5016
Hi -Hats 1 at65WJLi htat100%
65
Total General Lights & Rec (Watts)
5081
Ckts# watts/Ckt Total watts
General Lts & Rec Panel A
8
635
5081
150 41 IP EELIECTRIC,4L R15ER
NOT TO SCALE.
METER GENERAL NOTES:
FIELD A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
VERIFY COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH
LOC. EDITION (2011). LOCAL COPES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX-
ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3
04/0 AL, THWN + 1% CU IN 2' CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT 6 OVERHANG.)
0
00MBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
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 "4 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (201-1).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C H I T E C T S
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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RIGHT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT(
STATE OF FLORIDA
r r `Q i
DATE: 05/24/18
SCALM 1/41'=1'-0"
SKEET
ARIA EQUIPMENT SCI4EDULE
2.5 TONS
mtrG
CARRIER
G.U.
251-45C53OAr030+
A.I L.
FX4DNC5,F)031L
HEAT
5 W
SEER
15 SEER
TOTAL CAP
28400
ELECTRIC
208/230/1HP
5WR
G.U. 30 A.N.U. 35
REF LINES
3/4" 4 3/8'
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04321.000 030R1
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"1672-ARIA"
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RIGHT
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HVAC
PLAN
160 MPH EXP. C
np�; 05/24/18
81CAUM 1/4"=1'-0"
E 3 T1 4 a
IN
!V b REBAR VERTICALLY W/ CONC.
FOUR CELL
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
TEXTURED FINISH
L
v a S• CM
iv In' GYP. W_. BD.
OOD WBASE
S Jar`
z p STOP <• - 4' CONC. REINFORCED W/ 6'X6'
W.4XWL4 UAW OR FISH ON
"? 0 6-MIL VAPOR RETARDER ON
DELL -COMPACTED CLEAN FILL.
'-• o . TERMITE TREATMENT TO SE
BORA-CARE APPLIED At FRAMN&
2 � ? IV
f11 r-ra' 4'
m
(2) b WEAR ON CHAIRS
1-STORY FOOTING
W/ BLOCK WALL
1 SCALE: IA'•I'-0'
4' CONC, REIN. W/ 6'x&' WIAXWIAO UUM ON
6-MIL POLY ETHYLENE VAPOR RETARDER
L 4" ON LLELL-COMPACTED CLEAN FILL TERMITE
0 S, TREATMENT SHALL BE BORA-GARE
(U b REBAR ON CHAIRS,
4 THICKEN EDGE
SCALE, In'•I'-®:
w
&'X&' UAXWIA
w-I'l VAPOR
ro ~ IET F COMPACTED CLEAN
FILL, TREATMENT TO BE
'a a RE APPLIED AT FRAMING.
i
'5 REBAR ON CHAIRS
u1 i
a -4^
1-STORY FOOTING
A AT FRONT PORCHES
T'
w
a'l
e q
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L
R WELL -COMPACTED CLEAN
T'EIRM1115 TREATMENT &HALL BE
-CARE
L
(2) Is RE ON CHAIRS
GARAGE STEP-UP
1-STORY L.B.W.
W UPLIFT
- EXTENDED FOOTING
SCALE= I/2'=1'-0"
mum =
w TOP
..9 4' CONC. REINFORCED W/ 6'X6'
z0 1UAXWIA
U LF OR FIBER l ON
L
6-MIL VAPOR RETARDER ON
z'
° L-COMPACTED CLEAN FILL.
0
�: ITE TREATMENT TO BE
•,
-CARE APPLIED AT
FRAM
(3) b RE ON CHAIRS
1 _O.
/ 2-STORY FOOTING
W/ BLOCK WALL
SCALE: 1/2' =1'-0"
(I) b maAR SET IN SIMPSON HIGH
STRENGTH EPDXY 6' EMBED. MIN
L
! 4' CONC, REINK UV 6'xb' WL4XWA0
a-. < WWM ON 6-MIL POLY ETHYLENE
VAPOR RETARDER ON
e°� DELL -COMPACTED CLEAN FILL
I IM TREATMENT SHALL ME
BORA-CARE
TYP. RETROFIT FOR
agmwilanbs-
LA
10, N\
YE A BTLD W/8P • O.G. MAXp T,zP P1E TO
. PLATE TO SLAB UV }'ANCI-�R -1�- J�LT UU 2' WASHER 7' D. MI !,(/ \J NAIL • 32' O
. MIN. • 32. OG MAX
4 RENORCED W/ 6'X6' WIAXWL4
° UIIIF FIRE ISC44 ON 6-MIL. VAPOR
BETA ON DELL -COMPACTED GLEA
FILL TE TREATMENT TO BE
4�� 1, �. 4„ BORA- APPLIED At FRAMINGx
!2)b REBAR G4AIRe
1-STORY FOOTING
%� AT L.B.W. (W/ UPLIFT)
4' CONC, RERF. W/ 6'x6' UAXWIAO WAM
ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON WELL -COMPACTED CLEAN
q• 4' FILL TERMITE TREATMENT SHALL BE
BORA-CARE
GARAGE STEP-UP
rJ NON -BEARING `
4' WUM ON
' < ... �[6-MI PO YET VAPOR RETARDER
�rIELL- CLEAN FILL TERMITE
{IGEA L BE BORA-CAPE
r '� J
RAGE STEP-
NON- BEARING
EXTENDED STEP
W/
EMBED. MIN.�i!33; OG MAC/
w
4 W/ 6'x6' U1XIUI.40 UlI1M
ON -M Y ETHYLENE VAPOR
.q R ON DELL -COMPACTED CLEAN
p FI RMITE TREA11"l &HALL ISE
ba -CARE
zj (31 b ON CHAIR&
L
fi ,4'i
mil
-0.
ARAGE STEP-UP
2-STORY L.B.W.
EXTENDED FOOTING
SCALE: 1/2' • P -0'
of AB I In' CUR® =81281Ire
\ �In'fGOE&&ERv
!"1
�4' INFORCEP W/ 6'X&'
f WIP ON
ON 6-MIL V
RETARDER DELL-COMPACTEFILL
7pr-
TERMITE
TMENY TO BE4'1'
5ORA-CARE A
RED AT FRAM
1 ��
(91 b REBAR ON
z rc
\IFW
2-STORY FOOTING
�1 AT L. B. W.
HEIGHT OF CIAl
VARIES WITH SLOPE
STUDS W' O.G MAk
SECURE BOTTOM
O W/
S,IMPS,ON
SECURE
2'
R'i' EMBED.
MRL • MA
•EI•pXY
FOR EXPANSION
NG RENFORCED W/ 6'X6' WL4XWL4
F(SERMESN ON a -MIL VAPOR
WE�L.BW.
BETA R ON WELL -COMPACTED GLEAN
FILL. TE TREATMENT TO BE
mMORA-CA APPLIED AT FRAMING.(2) b RESARAIRS
STEP-UP
UPLIFT ,o•L TO BE MIN.3 COURSES,
(I)'5 REBAR VERTICALLY W/ CONC.
POURED CELL
e' CMU
z
NOTE, OPTIONAL USE OF
CONCRETE GARB • GARAGE
n 1 UTALLO TO SE DETERMINED MY
STUCCO BUILDER BY DIVI&IGM
STOP
CURD HEIGHT VARIES I
� s S
W w SI
4' CON- REINFORCED W/ 61X6' UAXWI,4
UI.F OR FIBERMESH ON 6-MIL VAPOR
�- RETARDER ON UELL-COMPACTED CLEAN
• a. FILL. TERMITE TREATMENT TO BE
BORA-CARE APPLIED AT FRAMNG.
LL Z W 4' 1 -O^ 4" (2) b Il ON G4AIIE
�� m0 ,_a..
�o
1-STORY FOOTING
8 AT GARAGE
/2•-
- 'LONG. �RFORCED W/6'Xi' WIAJUU44
V OR FIBERME04 ON 6-MIL. VAPOR
ER ON WELL -COMPACTED CLEAI
FILL. ITE tWA1t'TXT TO BE
FORA APPLIED At FRAMING.
4•, v-o' a°
(2) b RE CHAIRS
1-STORY FOOTING
L.B.W. (W/ NO -UPLIFT)
6)_�AT
SCALE: In'=I'-O'
04
In'
OR O)
12' MIN F B
3 STAIR DETAIL
SCALE,r=r-a'
K'
2&00 PS 26 DAYS
>Z
SLAB RENFORCED W/
6 x 6 - U&ANNA WWM.
4EIC+1-iT OF QARAGE SECURE BT. A O W/ }'xS'
VARIES WITH SLOPE 2 R T' EMBED. 70 SLAB W/ IOd
MIN • oC MAX RY • 37' O.C. MAX
'E D FOR EXPANSION w
N q
W
°°.
0 )
•` 'CONC. REINFORCED W/ b'X6' WL4xLnA GONG REINFORCED WI/ b'X6' WIAXWIA
OR P15EN-ESN ON 6-MIL VAPOR FIBERME814 ON 6-MIL. VAPOR
_Z DER ON UE1L-COMPACTED GLEAN � � RET ER ON DELL-COMPACTE7 CLEAN
>e z
L } FILL. TE TREATMENT TO Me FILL. ITE TREATMENT TO BE
APPLIED At FRAMING. I'-IO" 4" " BOI4A-CA APPLIED AT FRAMING.
2_ID(3)45 RE CHAIR& 1 b (2) IS MBAR CHAIRS
GARAGE STEP-UP GARAGE STEP-UP
A 2-STORY L.B.W. W/ UPLIF 6 B L° B. W. W/NO UPLIFT
SCALE: 1/2' = I' -0'
GRADE
r a °
(1) b REBAR 1 Y a 'x6' WtAkUAAO UiIM
W/ GONG. CEL `r'T MIL PO ETHYLENE VAPOR
a, cm HELL -COMPACTED
GLE 1 F�L TERMITE TREATMENT SHALL
L
i D OF
Q ETERMRED MY
b REBAR ON CHAIRS
DIVISION.
6r'oO I+T VARIES9 C CRETE PAD
m
w w e
o
>z La 8
a J 4' CONG REINFORCED W/ 6'X6' WL) W A
m a CESS FOR OR FIRIERI'l ON 6-MIL VAPOR > &�, TRACK
_ ° I RIDER ON WELL -COMPACTED CLEAN FINISH FLOOR
• • FILL. ITE TREATMENT TO BE
MORA- RE APPLIED AT FRAMING. w -
� a
z 4 e a 4 (S b REBA ON CHAIRS
�0
2-STORY FOOTING
8 A AT GARAGE SLAB AT S. G. D.
BGALE:1/2'=1'-0' 10 SCALE:1'=I'-0'
9KY_uSED���
U7/
4 e - �a . REINF. W/ 6'xb' WIAXUL40 ULM
-MIL POLY ETHYLENE VAPOR
tARDER ON WELL -COMPACTED CLEAN
° FILL TERMITE TREATMENT SHALL BE
-CARE
W t2) b ON CHAIRS
L�
mO 4' I' 4°
I'-
b"
GARAGE STEP-UP
2-STORY L.B.W.
W NO UPLIFT
@K��E NDED llljFOOTING
REGE&e FOR
? �I'-¢+�' QA:4A4E DOOR
° 4' CONC, REINF. W/ 6'xb• UAXWIAO UIUM ON
6-MIL POLY ETHYLENE VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL TERMITE
- TREATMENT &HALL ME SORA-GIRE
!U b REBAR ON CHAIRS
11 GARAGE DOOR FOOTING
SCALE:
MAIM MIT WONN."r-
TIE VERTICAL WEAR
TO HORIZONTAL z
REBAR UV I0' HOOK L
GROUTED BOND SEAM s;
VARIES PER ELEV°
z e
°a
c
(4)Y)XT ANCHOR BOLT& or (4))?xv �In' DRYWALL °
J-BLT& OMRL 5' EMBEDMENT UX2 V 2''XI/S' !2) b REBAR ON CHAIR&
WASHER AND %T &PACED EVENLY FROM
FLOOR TO BOND SEAM. SET IN JOINTS WOOD SAW(3)) b REBAR ON CHAIRS
PRIOR TO FILLIN& (SLEEVED ANCHOR IN =� °
SOLID FOUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
15 BLOCK WALL CONNECTION n (1))ab FREISAR
vERrIOAL`YWucGNc.
S,CALE, I/!'•I'-0' SEE EY CODE YORMe FOR
a INSULATION R-VALUES
6, c) d GLEANOUT REOWRED
GAS LINE THRU BLOCK In' GYP. IllBD. Z FOR INSPECTION
1 VET'• - z WOOD BASE L ,.
i '° 1'�J NOT USED ry C W 4' GONG, REINK W/ VW WIA UL40 WWM -
z 0 ON 6-MIL POLY ETHYLENE VAPOR
RETARDER ON UELL-COMIll CLEAN 01-6' FIN. FLR
J FILL TERMITE TREATMENT 614ALL BE
° I • - Ia 4 0 BOR'MCARE z
F '° TIE VERTICAL REBAR
a ' TO HORIZONTAL
o- (2) b REBAR • 1_6TORY z I a ° —� a ° a WEAR W/ 10' HOOK
(3) b REBAR • 2-STORY _
OUTSIDE RESAR TO BE n�CI-STORY
6' PVC CHASE THRU FOOTING
CONTINUOUS
(1) b VERT. DOUEL
.� LAPPED W/BOND BEAM
(1) b REBAR AT CORNERS L
. - UY 26' LAP MIN. M 0 4" a" 4" (2) 45 RESAR ON CHAIRS
2-STORY
-I" MIN. LAP 4" (3) No RIEMAR ON CHAIRS HORIZONTAL/VERTICAL
PIPE THROUGH REINFORCING
REBAR LAP AT FOOTING TYR REBAR LAP 1-STORY FOOTING �J SCALE; 11•J'=i-o
B OCALIE' In'°'' C AT LINTEL _CORNERS
%� W/ BLOCK•r WALL
E. -0
ALL EXrrE]RIOR FOOTERS AT I'INISI-I STAB'S 70 BE MII'q. 12" BELOW TJNIDISTURBEID SOIL
�.
RERF. W/ 6'x6' UAXWIAO Ull)-t
ON 6-MIL POLY ETHYLENE VAPOR
° = RETARDER ON WF1L-COMPACTED CLEAN
b - TERMITE TREATMENT &HALL ME
-GARS
P (2) b ON CHAIRS
m LAB AT GARAGE
7 SERVICE DOOR
SCALE: 92'.I'-0
NOT USED
PONIED LINTEL CONT. (TYPJ
;.•:; a, CIMU FILLED CELL (TYPJ
;� •., 2X WALL FRAMING
'CAULK AND SEAL
GAS LINE
I }, PVC SLEEVE l� NOT USED
FOR GAS LINE m p
a, cm
WER RECESS FO
i
BOND SEAM
CLEANOUT IEGUIRED
FOR INSPECTION
, a° a E FIORIYCNtAL BAR
a.: W/ 10, HOOK
Ej
m0
/HO RIZ 0 NTAL/VERTICAL
REINFORCING AT
DBREEARWING CHANGE
CONTROL DATE: 07/01/151
A R C H I T
6
Design
Grou inG.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
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W
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Fes',
Ell
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q
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evsDiv'• & LOT:
CREEKSIDE
LOT 30
PROJRCT#
04321.000 030R1
MODEta
4EAB
"1672—ARIA"
GARAGR OMMO:
RIGHT
PAGR:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
ARCHITECT•
STATE OF FLORDA
WAM
DRwT
AAI ., 05/24/16
eCALR: 1 /4" =1' - C
elm=
DI
FIBERGLASS SHINGLE -
OVER 030 FELT PAPEI
INSTALLED PER F5C1
RR905.1.1 ON a, OS#
SHEATHING OR J" CD'
PLYWOOD SECUREI
PER FAStENEI
SCHEDUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTI=D ALUM. SOFFIT
EMBED. STRAP VERIFY
W/ TRUSS PLAN
THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1—STORY
DIFALES
/4"
J4' DRYWALL
I'X4' OR I'X2' P.T. NAILER
❑ 1 4 P.T. OR 1/1X4' MIN.
SECURE 7HRU FRAME 4
❑ EXTEND I-Y1 INTO BLOCK
W/ 11`' TAPCONS OR DRIVE
PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
M\IN:WIT818'MAX PAGING
CARING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANU=ACTw;EB DETAILS.
NOTE: SHIM A6 NEEDED TO PLUMB
JAMB (DO NOT EXCEED Y19
DOOR JAMB TO BIOCK +3/4 OR +5/4
iwl WINDOW TO 1M1ACK +8/4 OR +5/4
E 3/81-1'-0°
iEE ENERGY CODE FORTS FOR
4SULATION R-VALUES
' GYPSUM BOARD OR J" HIGH
TRENGTH CLG. BOARD
;ONC. FILLED LINTEL 5LK W/ (U
i RE5AR CONTINUOUS
RECAST LINTEL
HE ENERGY CODE FORTS FOR
SULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) *5 RE5AR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS ® 16" O.G.
8" CMU
1/2" GYP, WL. 5D.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER F5CR
RRS05.1.1 ON J' O.S.B.
SHEATHING OR �" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
PRE-ENG. GABLE TRUSS
WEEP SCREED
(SEE DETAIL 5/03)
2X6 P.T. SECURED TO
MASONRY w/ I/2'xV A.5.
w/ 2' DIA. WASHERS, 1'
MIN. EMBEDMENT WITHIN
8" OF EA. END, 32' O.G.
MAX IN FIELD.
CONC. FILLED LINTEL
51-K W/ (1)'S REBAR
CONTINUOUS
PRECAST LINTEL
5/8" THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(U 11 RE54R-
VERTICALLY W/ CONC.
POURED CELL
8" CMU
2x4 BLOCKING BETWEEN TRU55ES
AT FIRST FIVE BAYS 4'-0" O.G.
(AT SHEATHING SEAMS)
5TIPF5ACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
I'-o^
T�f= PRE-ENG WD. TRUSS 24" O.G.
MAX.
Zq
1—STORY o
GABLE BIjOCK�
WALL
SCALE: 3/4" =1' -m"
2X4=
SECURE TO BLOCK W/ 1*'
2x4=
7APCONB OR DRIVE PIN
SECURE TO BLOCK W/ )W
MIN. SHANK 612E .10
TAPCONS OR DRIVE PIN
MIN. HEAD SIZE 300
(M1TL SHANK 617E .14a
MIN. EMBEDMENT 1119
MIN, HEAD SITE 300
WITHIN 8' OF EACH END ! NOTE: STRUCTURAL 2X MUST BE
IS' O:C. MAX PACING,
MIN. EMBEDMENT 1 419
WITHIN V OF EACH END /
NOTE STRUCTURAL 2X MIST BE
ON OUTSIDE 4 BECUURED THROUGH
2X6
IS' O.C. MAX SPACMLx
ON OU781DE 4 SECURED
NON-STRUCTURAL V*' TAPCON
SECURE t0 BLOCK W/J-1(6' MIN. I-Y4' EMBEDMENT INTO
2Xbm
TI-IR000I4 NON-STRJG7URAL 16,'
YAPCON MIK 1-41 EMBEDMENT
TAPCONS OR DRIVE PIN BLOCK.
SECURE 70 BLOCK
INTO BLOCK
MIN. SHANK SIZE .145
W/2-W6' TAPCONS OR
MIN. HEAD SIZE -A" 1 CMU
DRIVE PIN
MIN. EMBEDMENT I Y4')
Jj, DRT.WALL
(MIN. SHANK SIZE .145
, �y
WITHIN V OF EACH END 1
'X4' OR DO' P.T. NAILER
MIN. HEAD SIZE 300
' DRYWALL
18' O.C. MAX SPACING.
2X8�
❑
MIN, EMBEDMENT 1 Y1)
WITHIN V OP EACH END 1
❑F4'
OR I'X2' F.T. NAILER
SECURE TO BLOCK
�M
)(r' Ob$. X 4' MIN.
18' O.C. SPACING.
014 K
DOOR CASING
(MIN. SHANK Alm J48
SECURE TO BLOCK W/2-1(`'
DOOR CASING
MIN. HEAD SIZE 300
DOOR JAMB OR WINDOW
tAPGON6 OR DRIVE PIN
MIN. EMBEDMENT I Y1) ATTACH TO 2X PER
(MIN. SHANK SIZE .145
DOOR JAMB OR WINDOW
w17HIN 8' OF EACH END 4 MANIPACTURRB DETAILS.
MIN. HEAD SIZE 30 -
ATTACH TO 2X PER
Is- O.G. MAX 6PACINCs.
T 1 41)
M18M EM01-
MANUFACTURES DETAILS.
NOTE, OWN AS NEEDED TO PLUMS
M END /
IS' THIN�
MAX SPACING.
NOTE: OWAS NEEDED TO PLUMB
JAMB (Do NOT EXCEED Y4')
JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO HTDC% +1-15/10"
DOOR JAMB TO BLOCK +3"
C WDTDOW TO BIACK +1-15 8'
/V 11WDOW TO HLOCK 4-T
\— CONT. 2x4 RAT RUN SECURED W/
(2) 12d's 0 EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 1/211
HIGH STRENGTH CLG. 50ARD
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 6T 24' O.G.
1/2" GYP. WL. BD.
WOOD BASE
2X4=
SECURE TO BLOCK WN4'
TAPCONB OR DRIVE PIN
(MIN. 614ANK BIZ♦= .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 149
NOTE, STRUCTURAL 2X MUST BE
WITHIN V OF EACH END 4
ON OUTSIDE 4 SECURED
18' O.C. MAX PACING.
THROUGH NON-STRUCTURAL 16'
2X6,=
TAPCON MIN. IA' EMBEDMENT
SECURE TO BLOCK
INTO BLOCK
W/I-1/4' 7APCGNB OR
DRIVE PIN
(MIN. SHANK SIZE J45
, GMl
MIN. HEAD SUM 300
MIN. EMBEDMENT I YEN
' DRYWALL
WITHIN OF EACH END 1
8'
'X4' OR DO' P. NAILER
18' OG. MAX PACMVCx
❑
2Xbt�
7b' OS.B. X 4' MIN.
SECURE TO BLOCK WA-1/4'
TAPCONS
OR DRIVE PIN
DOOR CA81NG
(MIK
SHANK SIZE .145
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300
ATTACH 70 2X DER
MIN. EMBEDMENT I Y1)
MANUFACTUF!r=S DETAILS.
WITHIN a' GF EACH END 4
NOTE, S4N AS NEEDED To PLUMB
18' O.C. MAX SPACING.
JAMB (DO NOT EXCEED 11)
DOOR JAMB TO BLOCK +3-7/IB'
/„\ WINDOW TO HIDCR +S-7/18"
2X4=
2X4:=
2X4:m
SECURETO BLOCK Ul( �'
2X4=
TO RIVE
;URE to BLOCK Ull
OR DRIVE
SECURE-
TTAAPCON6 OR DCURE
P'IfnN'
TSAEPCONS OR � PINI,
MIAPCONB SPIN
PC� OR DRIVE PIN
MIN. SHANK SIZE .145
(MIN. SHANK SIZE .M5
MIN. HEAD SIM 300
(MIN. SHANK SIZE .146
MIN. HEAD 617E 300
TTIK HEAD 812N 300
Al) WITHIN
V 4
MIN. HEAD SIZE 300
MIK EMBEDMENT 14') WITHIN
V OF EAC44 END 4 IV O.C.
MIN. EMDEDMIM3`IT I Y4) WITHIN
V OF EACH END 4 I8' OG.
0= EBEDMEN7
18' or-
°.
NOTE: STRUCTURAL 2X MUST
MIN. EMBEDMENT I Y4)
WITHIN EACH END 4
NOTE, STRUCTURAL 2X MUST
MAX SPACING.
MAX PAGING.
STRUCTURAL 2X MUST
�
OUTSIDE !SECURED
MAX PACING.
ON 4 SECURED
2X6,m
ZXCUR
BE ON OUTSIDE ! SECURE
BE O
BLOCK
THROUGH
OU
THROUGH NON-STRUCTURAL
ffa
TP 14 NIGNE
7HROUG4U NGT4-STRUCTURAL
To
SECURE TO BLOCK UU2-14'
THROUGH NON-STRUCTURAL.
W/2-%E A
,' TAPCON6 OR
V*' TAPCON MIN. 1 4'
SECURE TO BLOCK WPIN
MIN. Will
YBLOCK
RIVVEWPIN�'
7EAPGONB OR Dcum
TAPCONS OR DRIVE DIN
)W TAFC..CN MIN. 1-Y1
DRJV
DRIVE PIN
EMBEDMENT INTO BLOCK
TARSECU�
OR DRIVE PIN
EMBEDMENT
(MIN. SHANK BIYE .148
CMIK SHANK 617E .148
EMBEDMENT INTO BLOCK
(MIN. SFil4NIK 817E J45
(MIN, S A
MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. HEAD 8I7F 300
MIN. HEAD SIM 300
V C`MJ
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4')
MIN. EhTBEpMIENT I Y1) WITNIN
81 CMU
MIN. EMBEDMENT I Yl )
JS' DRYWALL
MN. EMBEDMENT I A,)
8' CMU
WITHIN 8' OF EACH END 1
IS' OJ:. MAX PACING.
8' C-w
8' OF EACH END 4 18' O.G.
K' DRYWALL
WITHIN B' of EACH END
4 16' O.G. MAX PACNNG.
I Xd OR I'X2' P.T. NAILER
U71T'4dIV 8' of EACH END 4
IS'
K' DRYWALL
li' DRYWALL
MAX bPAGINCk
❑
I'X4' OR DO' P.T. NAILER
2XSa
2ND 2X SECURE TO
O.G. MAX SPACING.
2X6ap
❑
I'X4' OR I'XJ' p.T. NAILER
2XS:m
8ECI1>iE TO BLOCK WR-4
❑
I'X4' OR 1'X2' P.T. NAILER
OOR CASING
2XBa=
SECUft 70 BLOCK WR-%'
OOR CASING
SECURE TO BLOGG
STRUCTURAL MEMBER
WITHIN 9' OF EACH
SECURE TO OLCC< W/I-I/4'
' P.T. X 4' MIN.
TAPCONS OR DRIVE PIN
tAPCONS OR DRIVE PIN
W/J-i(.' TAPCONS oR
DRIVE PIN
END 4d
END 4 6' TO V O.G. MAX
7AI'CONB OR DRIVE IN
OOR CARING
(MIK SHANK SIZE .145
MIN. HEAD SIZE 300
DOOR JAMS OR WINDOW
(MIN. SHANK SIZE J45
MIN. HEAD SIRE 300
DOOR JAMB OR WINDOW
(MIN. SHANK SIZE J45
OCR CASING
(MIN. SHANK SIZE J
MIK HEAD SIZE 300
MIN. EMBEDI-B T 1 Y1) WITHIN
A7rASP TO 2X PER
MIK EMBEDMENT 149 WITHI
ATTACH 70 2X PER
MIK HEAD 81XE 900
MIN. EMBEDMENT 1 Y1)
DOOR JAMB OR WINDOW
TTACH TO 2X PER
MIN. EMBEDMENT I Y1)
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
V OF EACH END 4 18' OL.
,tA urAcTuREs DETAILS.
V CP EACH � 4 18' O:C,
MAX SPACINGS-
MANUFACTURE8 DETAILS.
WITHIN V OP EACH END 4
MANIFAC'IURES DETAILS.
WITHIN a' of EACH END /
IB' O.C. MAX PAGINCx
AIUFACTURES DETAILS.
MAX PAGING. .SHIM AS NEEDED ro PLUMB
NOTE, SHPI AS NEEDED TO PLUM
O.C. MAX PAGING. NOTE SHIFT A8 NEEDED PLUMB
NOTE: SHIM
AS NEEDED PLUMB
JAMB
EED
(DO NOT EXCY4')
Y4
JAMB (DO
41
NOT EXCEEDYI)
DOOR JAMB
TO BIDCK +1-1 2"
DOOR JAMB TO HLOCR +3
DOOR JAMB TO BIAC% +3"
DOOR JAMB
TO BIACK 9 3 4'
a' cm
K' DRYUTALL
I'X4' OR 1'X2' PT. NAILER
❑OIX4 P.T. OR %'X4' MIN. SECURE THRU
I'TAPOONSORPRIVE!"N
AME 4 EMEND 1-)4' INTO BLOCK W/
IK SHANK SIZE.145N. HEAD SIZE 300
MIN. EMBEDMENT 1-Y1
WITHIN V OF EACH END 4 18' O.C. MAX
SPACING
DOOR CASINCs
DOOR JAMB OR WINDOW
ATTACH TO IX PER MANUFACTURES
DETAILS.
NOTE, S41M AS NEEDED TO PLWMB
JAMB (DO NOT EXCEED Y4 )
DOOR JAMB TO BLACK +3/4 OR +5 4
iil WINDOW TO BLACK +3/4 OR +5/
/n\ WINDOW TO HIACK +1-1/S" in�1 WDMDOW TO BLOC% +2 1!4¢ WINDOW TO HLOCK +3' + /
SCALE, 3/8'•I'-0' `✓ SCALE: 3/S'•I'- n 1@IDOW TO HLAC% +3 9/4" s
FASTENER SCHECSULE NAIL REQUIREMENTS
ROOF DIAPHRAGM
USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT
4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN
NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.C.
SIZE
HEAP
LENGTH
DIA
MNSILE STR.
8d
ROUNDPIODIFIED
11/8'
.113
110000
OR T
10d
RO 7 DMODIFIED
2 1/8'
J28
MOOOO
EXTERIOR SHEATHING NOTE. NAILS TO 6E MFCa. BY ME ER OF INT.
USE 1/2' CDX OR IA6' OS5 PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL !TOOL AS GIATION
OZ. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 I. 0.113 INCH NOMINAL SHANK DIAMETER
BOTTOM PANEL AND •8 RING SHANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF "12 OVER SHANK DIAMETER
INTERMEDIATE SUOR 7/16' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH
PPORTS
(INSTALLED PER MANUF, SPECS). SEE DETAIL. 4. 0280 INCH RILL 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
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
n=ArMM A+ t Awl i �kl"
�, BUILDING LENGTH
QJQ
Yu
'Du
NOTE: TYP. EXt. SHEATHING ATTACHMENT
q
FOR SHEAR 4 UPLIFT (O.S.B. TO 5E STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
o
NOT REQUIRED EXCEPT a OPENINGSff
21
z
®�
ROOF 514EATI4INGc LA'rOUT
AND ENDWALL BRAGINGv
I=OR GABLE END FRAMING
"5 RING SHANK GUN N4IL5 A 4- O.G.
TOP 4 BOTTOM EDGES
_ Q
6
FIBERGLASS SHINGLES OVER
030 FELT PAPER INSTALLED
R F5CR RRS05.1.1 ON J" O.S.B.
SHEATHING OR #" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULETo
MTL. DRIP EDGE -
2x4 OR 6 FASCIA PER -
ELEVATIONS
VENTED A M. SOFFIT -
STIFFBAC T ALL -
UPRIGHTS OVER-10"
HIGH (SEE SEALED G.
FOR SIZE E CONDITIO
r� OS.B. SHEATHING OR J" CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 1/16' ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
7/8' THICK, 3 COAT PORTLAND-
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIPI5ER JUM50TEX GRADE
"D' PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR 1/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL -t/UJA2—
SECURE GABLE TO 2x6K
PLATE W/ 12d'6 8' O.G.
SECURE 2x6 PT. PLATE T ' 5L"x9' ANCHOR BOLT W/ 2" W SET IN SIMPSON HIGH St NEPDXY rt" EMBED.M1N 32OC
MAX.
®/a' THICK, 3 CO PORTLAND
CEMENT PL TER APPLIED u
pIREC Y t0 MASONRY z
1— ORY GABLE
'-
V VAULT CLG.
LOCK WALL
SCALE: 3/4" =1' -011
L
2X6 P.T. SECURED TO
MASONRY w/ I/2'x9" A.B. w/
2' DIA. WASHERS, 7' MIN.
EMBEDMENT WITHIN 8" OF
EA END, 32' O.G. MAX IN
FIELD.
E
08 2' DECK SCREWS ® 6'-81
O.C. MAX 6 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-ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
(2) 12d'6 a EACH TRUSS
TO 5E INSTALLED a MID. INT
OF TRUSS SPAN, OR 10'- " O.G.
MAX.
SEE ENERGY G E FORTS FOR
INSULATION R- ALUES
" GYPSUM ARp OR" HIGH
STRENGT CLG. BOARD
�r2xAILI-zR
24" O.G. 4a INTERIOR KNEE
WALL
GONG. FILLED LINTEL 5LK W/ (1)
Mom. j5 RE5AR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 05 RE5AR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS m 16" O.C.
" CMU
I " GYP. WL. 5D.
NOTE:
PER F5CR RW5.1.1 - FOR ROOF SLO 5 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLA\ENT
5YSTEt-1 15 REQUIRED. FOR ROOF SLOP4:12 OR GREATER, (1) LAYER UNDERLAPERMITTED BUT MUST 5E PER ASTM D11, ASTM D 486S TYPE IV, OR A5TM D 6151
U
IX4 DIAGONAL BTM.
CHORD BRACING,
SEE PLAN FOR
LOCATION
PRE-ENG'D WOOD
TRUSS (TYP) e 24"
O.C. MAX
SIMP50N
HETA-I6
(TYP) VERIFY
+. \ vW/ TRUSS PLAN
CONC. POURED
LINTEL COURSE
"�- IX4 SYP LATERAL
RE-INFORCING 36" O.C.
MAX ® TRUSS BTM.
CHORD, SECURE WK3) 10d
NAILS a EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2"= I'-0"
08 RING SHANK GUN NAILS
• 6" OC. IN FIELD
TYP. Ext. SHEATHING ATTACLIMFNT FOR Il
SHEATHING: (OS$. TO ME STRUCTURAL GRADE)
71 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
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PMJICCT#
04321.000 030R1
MODEL:
4EAB
/�"1672— ARIA"
G'ABAG'& e�:
RIGHT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
np 05/24/18
OCALM 1/4"=1'-011
BI��T
D 2
IBERSLASS SHINGLES
VER W FELT PAPER
I STALLED PER FBGR
2x4 BLOCKING BET N
RS05.1.1 ON J" O.S.B.
TRUSSES AT FIRST C
FI RGLASS SHINGLES OVER
PROVIDE EAVE
sH ATHINGs OR 4° cDx
BAYS 4'-0' O.C. (A
*130
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
FIBS LASS SHINGLES OVER
SHEATHINGS SEAMS
APP OVED EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
SCHEDULE
EMBED. STRA
"'30 LTPAPER INSTALLED
" O.S.B.
I-4EATI-1(NCs OR GDX
CLEAR VENTILATION
VERIFY W/ T SS
PE FBGR RR905.1.1 ON a
PL
OOD
5EGURED PER
PER FBEG R402.2.3
PRE- NG WD. TRUSS
PLAN
O.S.B. EATHING OR �" GDX
F STENER SCHEDULE
24" O.C. MAX.
PLC- Op SECURED PER
F TENER SCHEDULE
PRE-ENG TRUSS
zIP SHEATHINGS SYSTEM
MTL. RIP EDGE
SEE ENERGY CODE ORMS
D"
MTL. p IP EDGE TYP.
Ti DRIP EDGE --
SEE ENERGY GOD FORMS
(INSTALLED PER MANUF.
SPECS.) OR
2x4 OR 2 FASCIA
FOR INSULATION R AOR
2X4 OR 2X6 ASGIA ®"
PRE-ENG D. TRUSS
24° O.C. X.
2x4 OR x6 SUB -BAND
FOR INSULATION -VALUES.
wooD sHEAtHINCx
PER EL VAtIONS
1
5/8" 5TRE M BO OR I/2"
HIGH StRENGstH LG. BOARD
PER ELEV TIONS
-�''�
PE ELEVATIONS
a" GYPSUM BO D OR
Ul LAYER i
DOUBLE TOP P ATE
VENTED ALUM. S IT
T. 2x4 RAT N SECURED
W/ l2) 121l o C4 TRUSS
VENTED UM. SOFFIT
HIGH STRENGT CLG.
STUCCO WRAP
02,
VENTED ALUM. OFFIT
BOARD
?, Will LAYER FORTIFIBER
TYP.
WINDOW HEAD R SIZE VARIES
1/2" CPX OR -1/16" 5B
SEE ENERGY ODE FORMS FOR
I '' BUILDINGS PAPER
o. �.
PER WINDOW PENINCs SEE
SECURE t0 WALL P R
INSULATION -VALUES
I, ♦
51MPSON
METAL LATH
GDX SB
HEADER SP N CHART FOR
FASTENER SGHEDUL
5/8" CSYPS BOARD OR
o00EUPOIrF�T
SP2
I FASTEN TO WOOD STRUCTURAL
SE O ALL
SECURE to WALL R
DETAILS
ON SHEET D
5 HIGH RENGTH Cl
BOARD
2 5YP I"2
2X8 STU
STU
MEMBER a T' O.G. MAX
s ^' 1/8' TEXTURED
FASTENER SCHEDU
WINDOW A ACHMENT As PER
OR -1/16' ZIP
D TOP
FIN15H * WOOD
ON SHEET
MANUFA Iiii SPECIFICATIONS
SHEAT4ING SYSTEM
DOUBL TOP PLATE
wINDO HEADER SIZE VARIES
PLA E
'M' TYPE CONTROL JOINT
OR/16" ZI
SHEATHING SYSTEM
WINDOW ILL
(INSTALLED PER
MANUF. SPECS.)
PER NDOW OPENING SEE
FRAME TO BLOCK
CONNECTION SEE DETAIL
(INSTALLED PER
2x6 ST CPS a 16 O.G. MAX W/
HEA ER SPAN CHART FOR
Z1P 5H THING
15/DI
MANUF, SPECS.)
INSUL. SEE ENERGY COPE
Fo FOR INSULATION
pEt ILS
SYSTEM NSTALLED
RY WALL
&' METAL LATH STRIP
;� • t ,
1/8 THICK, 3 GOAT
V SUES
„
'T/8
WI OW ATTACHMENT AS PER
NUFACTURES SPECIFICATIONS
PER MAN SF'EGSJ
I pIA ANCHOR BOLT
6 WIDE STRIP SELF
ADHESIVE PLASHING, CLEAN
CEMENT PLASTER
4 G SUBFLOOR GLUED AND
THICK, 3 GOAT
CEMENT PLASTER
INOOW SILL
OR
WALL
AT I„ O.C. MAX WITHrt„
EMBEDMENT AND 2"
MASONRY MPORE APPLYING:
"'
APPLIED TO METAL
LATH OVER 2 LAYERS
REUl AS PER FASTENER
REDUCE ON SHEET D2
APPLIED t0 METAL
2x6 STUDS im 16" O.G. MAX W/
SHEATHING
DIA. WASHER
,. TEXTURED
FINISH ® MASONRY
OF GRADE "D"
LATH OVER 2 LAYERS
INSUL., SEE ENERGY CODE
S CMu
BUILDING: PAPER OR
OF GRADE "D'
FORMS FOR INSULATION
2x8 5YP n
SIMPSON 5101
PAPER BACKED LATH
BUILDING PAPER OR
R-VALUES
WOOD STUDS
EA. 2X8
OVER AN APPROVED
PAPER BACKED LATH
' T 4 G SU5PLOOR 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
2x8 P.T. 5YP 02
o SOLE PLATE (1) COURSE TIE -BEAM
/I
/
'
POURED SOLID WITH
MTERIALS
DETAIL 15AUA2
ENCs FLOOR TRUSS
z
°
CONCRETE. CI) *5
LEPRE : N.T.S.
(INSTALL PER MFG. SPECS.)
u1 Z
4
REBAR HIORIZONTALL�'
GONG. FILLED LINTEL
BLK W/ (u + REBAR
�" GYPSUM BOARD OR �" HIGH
STRENGTH GLG. BOARD
DETAIL 1B/10
O
fL
WEEP SCREED PER
PRECAST LINTEL
t 4 G 5U5FLOOR GLI.Ii
ND SCREWED A5 PER
CONTINUOUS [ )
IX2 NAILER/DRAFt STOP
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
�/
:
ASTM 926-G 4 10�o3-G
(SEE DETAIL 2/D3 ��•�r��
WINDOW ATTACHMENT AS
FA EVER SCHIEDULE ON
SHEET D2
" GYPSUM BOARD OR J"
z Iti
PER MANUFACTURES
SEE ENEMY CODE FORMS
FOR INSULATION R-VALUES
HIGH STRENGTH GLG. BOARD
IX2 NAILER/DRAFT
fU 0
SPECIFICATIONS
FASTEN 2X4 BBON
CMU) W/ (5) 126 N S A
STOP
O
PRECAST LINTEL
z
*'S REBAR l 16
PRECAST SILL
S
GONG. FILLED LINTEL BLK W/
Z
O.G. MAX IN
PRE EN OR SS
WI OW ATTACHMENT AS PER
(1) S REBAR CONTINUOUS
lll (�
CONCRETE
C INSTALL EC
5/8' THICK, 3 GOAT
MA FACTURES SPECIFICATIONS
EE ENERGY CODE FORMS
2 P.T. FURRING STRIPS
PORTLAND CEMENT
PRE AST CONCRETE SILL
R INSULATION R-VALUES
O
VERIFY P
I(o" O.G.
CONC. F I L BLK W/
PLASTER APPLIED
P CAST LINTEL
LL ~
(7 0
PLAN.
$" MU
C1 B CONTINUOUS
DIRECTLY t0
MASON R
11J +5 BAR VERTICALLY
W/ CON POURED CELL
WIND ATTACHMENT AS PER
MANUF CTURES SPECIFICATIONS
-1 z
R-4.1
I/2" P. WL. BD.
IBB O N
5/8" THICK, 3 OAT
O
INS LATION
04
Ix2 P.T. FU ING
"
PORTLAND MENT
PRE-G t CONCRETE BILL
(1) NTINUOUS REBAR
FASTENING DET
STRIPS � O.G.
PLASTER LIED
WOOD 5E
8 CMU
DI TLY TO
lU "5 IZE13 R VERTICALLY
4 0
SCALE: 3/4"=1'-0"
1/2" GYP. WL. D.
ASONRY
W/ GONG. P RED CELL
D jQ
z lU
*4 REBA 48" LONG
w WOOD BASE
p
Ix2 P.T. FURR Cs
w 'q Y W/l " HIOOK 24"
z „
MIN. 24 IN 5
m'-0'
STRIPS +o z4" C.
p
= r
B
oRNOT
FIN. FLR.
allGMU
(L
2'-0" (MIN.
CONN
a
u
1/2" GYP. WL. BD.
N vLAI�)
s FOR
CLARITY E
z
WOOD BASE
s4oPFi DW3
• 4 .:
W
LL
3 v2" coNc., REI w/"xG7"
dd.°
WI.4XWI.40 WWM ON -MIL
EXTERIOR WALL
6HEAt4ING (�
C TIO N — L
POLY ETHYLENE V FOR
2—STORY
2—STORY
OOD
RETARDER ON
PAS EACH STUD
TO DBL. P PLATE
W/ u6P s NAIL
_'(
WELL -COMPACTED CL AN
PERMANUF.6
WALL
WALL �, ,'
:d ,` <'
FRAME
TO ,�,°
FILL TERMITE tR=AtME T
SECTION
SECTION
LO
>
C K WALL ° 2'=011
SHALL BE BORA-CARE
ECTION AT TOP
B
(3) *S REBAR CONTINUO
OF EXTERIOR WALL
SCALE: 3/4"=1'-0"
SCALE: 3/4"=r-0"
ON CHAIRS
SCALE: Nts
P15ER3LASS SHINGLES
PRE-ENG GABLE TRUSS
FIBERGLASS SHINGLES
OVER "'30 FELT PAPER
VER *30 FELT PAPER
PRE-ENG GABLE TRUSS
t
NO I
INSTALLED PER FBGR
RR905.1.1 ON " OSB.
SPF STIFFBACK (SEE 51 TRUSS
ALLEp PER FBGR
RR9 ON ° O.S.B.
SPF STIFFBACK (SEE SEALD TRUSS
DIAGONA CE ®
XtERIOR WALL 6tUD5
WALL SI-EATPING
PLACE STRAPS SPACED
AND FASTENED AS
SHEATHING OR " CPX
ENG. PACK FOR SIZE d CONNECTION)
.1
54EAtHIN I CPX
ENG. PACK FOR SIZE E CONNECTION)
GENT OF TRUSS
SHOW WITH ONE
ADDITIONAL sn At
PLYWOOD SECURED
2X4 Sf F BLOCKING BETWEEN
PLYWOOD S RED
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
FASTEN STUD O BLOCK WALL EACH WINOM StUD
WITH USP MST STRAP WITH
PER FASTENER
TRUSSES At FIRST (5) BAYS 4 -0
PER FASTE
TR 55ES At FIRST (5) BAYS 4'-0"
IDLE. DIAGONAL
FASTENERS AS INSTALL
SCHEDULE
O.G. CAT SHEATHING SEAMS)
SCHEDULE
O.G. (At SHEATHING SEAMS)
BRACE t0 BE ANY
STRAP • EA. E UNO)
n 0d COMMON NAILS
NOTE:
Mi DRIP EDGE
SPAN 15 -0 OR
6101 STRAPS AS F OWS
-I"10 MPH 'C': 3a � I TLC (0.148 DIA X I In°
MTL. DRIP EDGE
DIAGONAL BRACE 0
GREATER. REFER TO
-110 MPH 'e': 37'
O
PRE- NG
D. tR SS 2 CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
S 24
TRUSS ENG. FOR
-160 MPH 'c': 32' O.C. STRAP6 INSTALLED
150 'B':
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
PER ELEVATIONS
ADDITIONAL
MPH 48' oc. OVER WALL SHEATHING
lU MPH 'c 46' oC.
2X4 OR 2X6 FASCIA
BRACE t0 BE a ANY SPAN
SECURED W/ (3) IZd
HORIZONTAL TRUSS
TOP of STUD WALL
PER ELEVATIONS
15'-0" OR GREATER. REFER
NAILS
REINFORCEMENT.
_
SOLE PLATE
SECURED W/ (3) 12d SECURE t0
TO TRUSS ENG. FOR
SEE FASTENER SECURE TO
0'-0' t0 30'-0" (1)
y
FILL ALL REMAINING STRAP
40LES W/ 10d NAILS INTO
NAILS TRUSS W/
ADDITIONAL HORIZONTAL
SCHEDULE ON SHEET TRUSS W/
X-BRACE
WOOD BACKING
1/2" GDX OR 7/16" OSB
11
TRUSS REINFORCEMENT,
D2 FOR SHEATHING
(2) 12d
1 1,
30 -I t0 60 -0 (3)
—
SECURE TO WALL PER
FASTENER SCHEDULE
NAILS
0'-0" TO 30'-0" (1)
FASTENER PATTERN
1/2' CDX OR 1/16" OSB "
AI
x-BRACE (U x-BRACE
taP � _
T O PO PLACE SCREW IN
TOP POLE NEAREST TO toP
ON SHEET 02
k-BRACE
SECURE TO WALL PER
CENTER AND (2)
BRACE DIVIDED
MASowl WALL
OF CMU BLOCK WALL
p
OR �/16 ZIP SHEATHING
30'-1" TO 60'-0" (3)
FASTENER 9C4EDULE
EQUALY FROM CENTER
CONNECT BOTTOM OF
SYSTEM (INSTALLED PER
X-BRACE (1) X-BRACE
ON SHEET D2
to END
STRAP CMU BLOCK WALL
MANUF. SPECS.)
( CENTER AND l2)
OR 1/I6" ZIP SHEATHING
AF
PcoN MASONRY
WEEP SCREED, SEE
BRACE DIVIDED
CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM (INSTALLED PER
ANUF. Si
CONt. 2x4 SPF RAT RUN SECURED
2 —STORY
CMU BLOCK WALL
- wa
DETAIL WW2
(2) 12d'S ® EACH TRUSS
t0 END
2X4 W/ 3/8' X 5 LAG
(2) 12d S a EACH TRUSS
ABLE END
_
P.T.SHEET
2k6 .t. SECURE W/
1/2'X9" ANCHOR
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
GABLE
032" O.C. MAX. O
SIMPSON MST
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
(3) 12d'S m EACH TRUSS DIAGONAL
C s
BOLT 32' O.C. MAX.
NAIL GABLE TO 2X6
(3) 12d'S w EACH TRUSS DIAGONAL
X-BRACING TO COVER 5-TR,IS5ES
„ `� X— BRACING
GYP SUM BOARD OR I/2 HIGH
®
32" . .MAX.
D OF PLATE
X-BRACING TO COVER 5-TRUSSES
5/8' GYPSUM BOARD OR 1/2" HIGH g BRA
XTERIOR STUD WALL CONNECTIO
TO FIRST FLOOR MASONRY WALL
SCALE:
"
W/ 12d NAILS 6" O.G.
StRENG1'H Cl BOARD
STRENGTH
3/4"=1'-0°
2X p 16 O C. MAX.
STRENGTH GLG. BOARD
5GALE: 3/4"= -
3 SCALE: Nth
MAX.
A R C H IT E C T S
Design
rouplill
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
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U
W
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ti
0.
v
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A
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q
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stmDIY. da LOT:
CREEKSIDE
LOT 30
Paojmcl
04321.000 030R1
MODAL:
4EAB
1672— ARIA"
GAIRAl STaNG:
RIGHT
PAGE -
SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
t60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
05/24/18
8CALIC: 1/4$$=1'-0" 1
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