HomeMy WebLinkAboutBUILDING PLANS PAGE 1-151430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321)
733-7092
Fax:
(321)
733-7972
• STATE OF FLORIDA
DESIGN
CRITERIA:
ABBREVIATIONS
CERTIFIED BUILDING CONTRACTOR:
-FLORIDA BUILDING CODE RESIDENTIAL
ABV.
ABOVE
LAV.
LAVATORY
D.R. H O RT O N HOMESW.
(FBCR) 2017, 6th EDITION
-FLORIDA- FLORIDA FIRE PREVENTION CODE 6TH EDITION
A/C
ALT.
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
LUM.
M.C.
M.
LUMINOUS
MEDICINE CABINET
MANUFACTURER
1430 CULVER DRIVE NE
PALM BAY, FL 32907
TEL: (3 21) 7 3 3 — 7 0 9 2
FAX: (321) 733-7972
-NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION
-ALL LOCAL AND STATE CODES
OCCUPANCY - RESIDENTIAL, GROUP R3
• CONSTRUCTION TYPE - VB
• IAIN. INTERIOR FINISH - CLASS B
• BASIC WIND SPEED - Vult=160 MPH
Vasd-124 MPH
• EXPOSURE - C
• 1-STORY RESIDENCE -
BD
CL
CAP.
CLG.
CONC.
CPT.
C.T.
D.
DILL.
D.G.
BOARIID
CENTER LINE
CABINET
CEILING
co CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DUAL GLAZED
MMTT�
N.T.S.
N.T.
O.C.
PL
P.B.
PH.
PLT.
P
PRR..
P.T.
MINIMUM
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PLEAR
USH BBUU'1TON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
• 2-STORY RESIDENCE -
MAX. HEIGHT AS PER LOCAL
AND STATE CODES
DIP.
DIM.
DISP.
DIAMETER
DIMENSION
DISPOSAL
R.
RAD.
R.A.G.
RISER
RADIUS
RETURN AM GRILL
DP.
DEEP
REF.
REFRIGERATOR
AR NO. 93723
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL.
DETAIL
S.D.
SMOKE DETECTOR
A.B. DESIGN GROUP, INC.
Z'
E CIHASHER
S.H.
SHT.
SINGLE
SHEET xlINc
1441 NORTH RONALD REAGAN BLVD.
SQ.FT.
CALC.'S
EQ �'
ELEVATIONL�G.
SHEAE G
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
W.'
F.Gjn .
F.G.
�.
FLUOR.
FR. DR.
FIG.
GA.
GAR.
GAR. DISP.
G.F.I.
GL
GYP. BD.
H.H.
H.C.
HDR.
HGT. OR HT
EMRUIOR
FDIED GLASS
FUEL GAS
�R
FLUORESCENT
FRENCH DOOR
FOOTING
GAUGE
GARAGE
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
INTERRUPTER
GLASS
GYPSUM BOARD
HOSE BIB
HOLLOW CORE
HEADER
HEIGHT
SWSTSL..
SL. GL.
STD.
�5
SC
TEMP.
THK.
T.O.C.
T.O.P.
T.O.S.
TY'•
U.N.O.
V.P.
W.
W/
WD.
WDW.
SIMILAR
SLIDING GLASS
STANDARD
�RNALL
SOLID CORE
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
LIVING 1165 SQ. PT.
GARAGE 432 SQ. FT.
ENTRar 38 SQ.1=T.
LANAI 00 SQ. 1=T.
DRAWING CONTRACT DOCUMENT
REVIEW BY BUILDER
TOTAL 2318 SQ. FT.
THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF
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
A/C VOLUME I$322.(o
CLARIFICATION.
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN
I'TEN/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.
REV. I DATE
REVISIONS
DESCRIPTION
--
01 31 14
BID SET ISSUED
--
02 27 14
CONSTRUCTION DO(
--
06 02 14
RANEY TRUSS ENG
--
06 05 14
RANEY TRUSS FANG
--
07 31 14
RANEY TRUSS ENG
--
07/01/15
FBCR 5TH EDITION
160-C ELEVATION
160-C ELEVATION
160-C OPT. LARG
INDEX OF DRAWINGS
SHEET #
PG GN-GENERAL NOTES
" STD. ONLY PG 1-FOUNDATION PLAN
PG IA -DOWEL PLAN
J" STD. ONLY PG 1B-LINTEL SCHEDULE
LIV. & LANAI 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 WAIF. SECTIONS
PG D4-MISC. DETAILS
PG D5-PRODUCT APPROVALS
PG WAI-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
PG WA6-WALL ASSEMBLY DETAILS
DESCRIPTION
407 03 6
ST. LUCIE COL NTY BUILL
A R C H I T E C T 5
J. N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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PROJECT#
04321.000 028R1
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"1672—ARIA"
GARAGE BVMCQ:
RIGHT
PAGE:
COVER
PAGE
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
Vi
Dp T� 05/23/18
SCALE: 1 /4"=1'- 0"
c i
PLANS ANI'''
SITE OR Nu
KEPF ON JOB
WILL E MADE
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH
EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10,
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS,
A. FLOOR LIVE LOADS R301.5 (PSF)
I.
SLEEPING ROOMS
II.
ATTICS W/ STORAGE
III.
ATTICS W/OUT STORAGE
IV.
POOLROOMS
V.
BALCONIES AND DECKS
VI.
STAIRS
VII.
ALL OTHER ROOMS
B. FLOOR DEAD LOADS R301.4 15
30
20
10
75
40
40
40
C. ROOF LIVE LOADS R301.6 **
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.60F 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
1. 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 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.
& 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 PROVISION OF FBCR R311.3.1.
11, THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
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 1/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN'/ -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 'A THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND
COMPACT TO 95% MAXIMUM DRY DENSITY DETERMNED 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' BEYONDNEW 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 IATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE
IN BUILDINGS, ACI 301, AND THE BUILDING CODE FQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2, ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/<"
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4"
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 II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI. I
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 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
L. !\I !l' I I IL LIYVIIVLLI\LV YYVVV lIVV VVI/11 IVIV .
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 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 a 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 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 BEMINIMUM '/<" PVC (SCHEDULE 40), INSULATED WITH 2" 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
I..
WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/" 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-C926-1la &
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
ASTM-C1063-12a.
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
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
LIMITED TO:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3"
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"
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 1'/a"
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 PER ASTM-C1063 - 11A AND R703.7 OF 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)
CONTRO DAT 1 /1 /17 R
A R C H I T E C T S
Design
rou{Tinc.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA # 0003325
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NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE.
`: 05/23/18
1 sCAL C: 1/4"-f-0"'
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KITCHEN
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STRAP OR EQUAL
SECURE STRAP TO
GONG. W/ (2)-3/16"X2"
TAP -CONS
A/C CONNECTION
TO PAD DETAIL
NOTE: MAIN COND. DRAIN 3/4' PIA.
OVER HEAD a 12' FROM "STRUCTURE
3� _1PI
FOUNDATION PLAN
NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
- FLOOR ELEVATIONS AT SQUIRED EGRESS DOOR SHALL MEET PROVISION OF
R3113J OF THE FBCR &TH EDITION (2011)
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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NOTE. THE LINTELS MAY BE SUBSTITUTED UJITH LINTELS 1=ROM
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EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED
ARCH I T E C T S
1 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-607$
FAX:407-774-4478
www.abdesigngroup.com
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SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U-LINTELS
40^Z*-4 494"
GRAVITY
TYPE
LENGTH
8U8
8F8-OB
8F12-OB
8F16-OB
8F20-OB
8F24-OB
8F28-OB
8F32-OB
8F8-18
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
3166
4473
6039
7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
7646
4473
6039
7526
9004
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
4149
4896
5644
2170
4027
1 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
1 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
4287
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 1
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
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
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
240
470
720 1
1030
1350
1610
8" PRECAST & PRESTRESSED U-LINTELS
Csss 499"
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
8F28-1T
8F32-IT
8U8
8F8
8F8-2T
8F12-2T
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" (4211) 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" (5411) 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
2257
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
T-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
7358
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" (16811) 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
186
290 1
408
538
680
833
*REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
411114VIN4494"
GRAVITY
TYPE
LENGTH
8RU6
8RF6-OB
8RF10-0B
8RF14-OB
8RF18-OB
8RF22-OB
8RF26-OB
8RF30-OB
8RF6-1 B
8RF10-1 B
8RF14-1 B
8RF18-1 B
8RF22-1 B
8RF26-1 B
8RF30-1 B
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
2714
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'-8" (68") PRECAST
785
832
1602
1550
2058
2566
3075
3585
1153
2162
4074
6472
6516
5814
6839
5'-10" (70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (8011) 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
6624
5132
9'-8" (116") PRECAST
371
420
834
1253
1071LE
1614
1886
535
928
1497
21793595
2875
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
4MM044M
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-IT
8RF6-2T
8RF10-1T
8RF10-2T
8RF14-IT
8RF14-2T
8RF18-IT
8RF18-2T
8RF22-1T
BRF22-2T
8RF26-IT
8RF26-2T
8RF30-IT
8RF30-2T
8RU6
8RF6
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
937
937
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'-8" (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
887
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
1009
1369
1728
2088
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.
A.
QUANTITY OF #5 REBAR AT ¢ J
FQ
BOTTOM OF LINTEL CAVITY � z "
0 °. GROUT
8F16-18/1T z
1 #5 REBAR AT BOTTOM
• • OF LINTEL CAVITY
NOMINAL WIDTH L QUANTITY OF #5
NOMINAL HEIGHT BOTTOM REINFORCING REBAR AT TOP 7-5/8"ACTUAL PROVIDED IN LINTEL
8" NOMINAL WIDTH (VARIES)
GENERAL NOTES SAFE LOAD TABLE NOTES
MATERIALS 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. fc 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 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
longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry Field rebar per ASTM A615 GR40 or GR60. y above the precast lintel.
6. Bottom field added rear o e located at bottom of lintel cavity. 6. Prestressing strand per ASTM A416 grade dddbtbltdt the bttf the litit
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
d N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
4EAB
"1672-ARIA"
GARAGE 09W MG:
RIGHT
PAGE:
SAFE LOAD
TABLES
(CAST-CRETE)
160 MPH EXP. C
ol
ARCHITECT:
STATE OF FLORIDA
If 3nPRs'q"%11T% 05/23/18 l
1 ecAum 1/4"=1.-0" 1
SHEET
GROUND
SNOW
WIND DESIGN
SPEEDdl TOPOGRAPI IC
SEISMIC
DESIGN
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WINTER
DESIGN
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FLOOD
HAZARDS a
AIR
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I NA
VERY HEAVY
42
NA
SEE SURVEY
NA
NA
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302111 THROUGH F5C R302.9.4
FLAME: SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN
ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH FBC R302.10.5
CONP010If MD CLAODWO WND LOADS
BASIC WW EWOSLFE FOR 3 SECOND OUSTS
OF'ENNGS
SQUARE
201E
160 WH WIND (M
FBMRCS
AND 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/-3i
CRITERIA
80-t0 O.H.D.
56
5
30/-38
160"10 O.H.D.
112
5
2S/-35
SOFFIT
N/A
5
31.6/-38.8
- 2
IF
IF
ROOF TILE:
N/A
3
-55 82S
9
BASIC WIND SPEED MPH = 160 (Vult) INTERNAL
PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II,
EXP.=C, MEAN ROOF HT. = 15'-9"
PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED.
(2017) R301.2.1 TO MEET TESTED ALLOWABLE OR
NOMINAL WIND LOAD VALUES FROM THE PRODUCT
MANUFACTURER. COWAOL DATE: 03120/18
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CAM'S
LIVING
1768
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GARAGE
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60. FT.
ENTRY
38
SQ. FT.
LANAI
80
60. FT.
TOTAL
2318
5Q. FT.
A/C VOLUME
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RETURN PLENUM AND RETURN AIR GRILLE.
- VERIFY CONDENSER PAD LOCATION
WITH 51TEE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE
AND RESIDENCE SHALL 5E EQUIPPED
WITH SOLID WOOD DOORS NOT LESS THAN
1 3/W (35 MM) IN THICKNESS, SOLID
OR HONEYCOM5-CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR
20-MINUTE: FIRE: -RATED DOORS.
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LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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FLOOR PLAN
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-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 51TEE PLAN.
-OTHER OPENINGS BETWEEN THE GARAGE
AND RESIDENCE SHALL 5E EQUIPPED
WITH SOLID WOOD DOORS NOT LESS THAN
1 3/W (35 MM) IN THICKNESS, SOLID
OR HONEYCOM5-CORE STEEL DOORS NOT
LESS THAN 1 3/8' (35 MM) THICK, OR
20-MINUTE: FIRE: -RATED DOORS.
IEXTERIOR MASONRY I
WALL 5RG. HEIGHTS
A�,,1�BAR DETAIL
�SCALE: I/2"=1'-0"
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A R C H IT E C T S
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
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-All
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MODEL 1672-ARIA
AREA OF ATTIC
= 2334 SQ. FT.
NETFREE VENTILATION AREA RI
1J 300
REQUIRED VENTILATION AREA
= 2334 /300
= 7.78 SQ. FT.
7.78
= 1120.32 SQ. IN.
MIN. REQUIRED VENTILATION
= AX 1120.32
IN UPPER PORTION OF ATTIC
= 448.128 SQ. IN.
(BALANCETO BE PROVIDED IN
SOFFITVENTS)
OFF RIDGE VENTILATION AREA
= 115 SQ. IN. PERVENT(netfree area)
TOTAL#OFVENTSREQUIRED
= 3.90
TOTAL# OF VENTS PROVIDED
= q
SOFFIT VENTI LATI ON AREA
7 SQ. IN. PER LINEAR FT (netfree
area)
LINEAR FEETOF SOFFIT REQUIRI
64.02
2 Ili -oil 2
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ARCHITECTS
)esign
OU 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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LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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1 N. RONALD REAGAN BLVD.
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4.2
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP SNGLE POLE
110V OUTLET
110V OUTLET
112 CF OUTLET WIRED
VVV
TO SWITCH
GFI
110V OUTLET
EGUIPED WA3R4P FAUI.
NTERUPTER (TAMPER
RESIarANr TTPE)
E@
220V OUTLET
(4) WIRE CONNECTION
Exr WATERPROOF
TE� FAULT
GFI
OUTLET
SWITCH
SWITCH
3-WAY OPER
! /4
SWITCH
4-WAY OPER
WALL MOUNTED
LIGHT
CEILING: LIGHT
VP
VAPPOR PROOF
'b/l
GHT
CO)
RECESSED CAN
WALL SCONCE
PRE -WIRED
eVENT.
FAN
I OW PER SQ FT,
AN
T
I OP M PER S& FT.
RE
F
BD BY
cor
FLUOR5SCENT
WRAP
LIGHT
AROUND
AROUND
2'FLUOREBCENT
4' FLUORESMT
Q
4' TRACK LIGHT
-Q--n--a—rr-�
PANEL
METER
BATT. BACK-UP
SMOKE DETECTOR
�. S.D.
W/ HARDWIIRE
111AI-I- MOUNTED
GATT. BACK-UP
SD.
SMCKE DETECTOR
W/ HARDUM
BATT, BACK-UP W/
CARBON MONOXIDE0
SMOKE DETECTOR
COMBO
HARDWIRE
INTER -CONNECTED
SHALL BE A DISTANCE
OF NOT LESS 11-11EN 4'
FROM
PENDANT LIGHT
' h
NATURAL GAS
r✓
OUTLET
.
TELEPHONE JACK
WW
WATER HEATER
TO BE ELEVATED
DISCONNECT
I 8'
A/G
AIR CONDITIONING
DISCONNECT
N�.
TELEVISION JACK
CEILING BOX RECIUI
O
TO BE SUPPORTED IN
ACCORDANCE V BOX
J_BOX
MARKED AS SUCH FOR
CEILING FANLIGHT ACCORDANCE W/ BOX
MARKED AS SUCH FOR
NSPECTI
FLOOD LIG4 4T
OPT. SECURITY'
KEYPAD
I--Q P.B. PUSH-BUTTON FOR CHIMES
. -;+ use PORT
O
P LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO 5E VERIFIED ® HOMEOWNER
PRE -CONSTRUCTION MEETING:.
• ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF F5CR &TH
EDITION (2011),
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
* Cirl +a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNECT TO 5E LOCKOUT
IN PANEL
• 5ATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M1501.4 F5CR 6TH EDITION (2011).
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
. WIRING: METHOD SHALL BE NON METALLIC
GABLE PER ELECTRICAL PROVISIONS OF
F5CR 6TH ED (2011).
ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FSCR 6TH ED (2011).
o-
------------
LANAI
GE(L INCs
MTD. LIGHT
TO 5E
INSTALLED, ^r^
PROVIDE I
J-SOX FOR 1
PT. FAN \
I �
0'-,4`
I �
DINING
ROOM
I
PRE -WIRED C)_ \ \ E
GLG� FAN \
LIVING ROOM \\
\ I
\ I
\ I
� I �
PROVIDE-
D5L STUD \
EA. ENDOF
IKNEEWALL
I I I U u_I
DINING I SWITCH IN
CABINET
KITCHEN
/
SUITE
PRCLG FAD
i
/
HOOD WIRE W/ j
OUTLET FOR / �w
FUTURE MICRO. I / � q q
BDRM.3
.( -----
M \ A/
PRE -WIRED \
CLG FAN
BATH
r A/
I
I
I
I P.S.f
l GAR,
� pC
FOYER
L — J
i
GFI I \ \\
LAUN.
0 JI \
i
� II�0Ll
n �
o
�GF1 L_ — _j "
,1 GcFI GFI WH
T WJ 4211 0 4211 wH
1 r �
\ — BOLLARD
\ AS REQ.
\ ZWALL MOUNTED PER 5LDG.
\ LIGHT W/SWITCH IN CODE
ATTIC
KEYLESS
FIXTURE
CFI
/
CLG.
BDRM•#2
��
OUTLET
//
IRRIGATION
/
P S. FOR
—
OUTLET m
CHIMES
I \
48' A.F.F.
CLG
I )
I
CxFI
GARAGE
FAN
//
1
I
GSPI
I\ ENTRY
-- — — — — —
-
\
OPT.
COACH
LIGHT
ELECTRICAL P"ALA N
METER
FIELD
VERIFY
LOC.
W P 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.
Nire Pole Bkr Description Watts Circuit Circuit Watts Description
#12 1 20 1 Exterior Receptacle GFI for TUG 1200 1 ISpace
#12 2 20 Irrigation Pump 1000 3 4 Space
5 6 1 4680 A/C C.U.-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- #2/0 AL THWN & 1 - #6 Cu (G) in 1 1/2" C.
Wire
Pole
I 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/CAHU-1
(Heater 5 KVA at 65%
Load subject to demand factor calculations / line
Demand Factor Calculations:
Total load subject to demand factor
First 10000 watts at 1000h
Remaining watts at 40%
Total A/C load
10% for future growth
Total Connected Load Watts
Total Amps (watts / 240 wits)
Bkr Pole I Wire
30 2 #10
Watts _
Circuit
I
Circuit
I Watts
Desarl tion
Bkr
Pole
Wire
1500
1
2
8000
Range
50
2
#6
1800
3
4
1500
5
6
4500
Water Heater
25
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
122
1200
Garage Lts & Receptacles GFI
20
1
#12
23
24
900
Owners Suite AFCI
15
1
#14
25
26
900
Owners Bathroom AFCI
15
1
#14
27 _
28
1000
Exterior Lights and Recpt GFI
20
1
#12
33
5120
38
15400 I 27700 I Load subject to demand factor calculations / line
43100 ABBREVIATIONS:
AFCI: ARC FAULT CIRCUIT INTERRUPTER
10000 NC: NON -COINCIDENT LOAD
13240 GFI: GROUND FAULT INTERRUPTER
9800
33040 I LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD
137.7
1F70 AMA' ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES -
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPL,' WITH ELECTRICAL PROVISIONS OF THE FSCR 6TH
EDITION (2011) LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY -
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 510.
Total A/C Square Feet 1672
General Lts & Rec 3 W / Sq. Ft. 5016
HkHats 1 at 65W/Li ht at 100 65
Total General Lights & Rec (Watts) 5081
(General Lts & Rec Panel A 1 81 6351 50881
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 a OVERHANG:.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN I PHASE
NEMA 3R ENCLOffiURE MLO
PANEL
150A/ZP
MGB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING:
TERMINAL AT LOW
VOLTAGE CONNECTIONS
GABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
—�- 1 04 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE F5CR 6TH
EDITION (2011).
5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C N I T E C T S
� sin
U1 Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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"1672- ARIA"
GARAGE OWWO:
RIGHT
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
DluNT -I
A 05/23/18
SCALE: 1/4"=1'-0"
SKEET
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GARAGE BVING:
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25
DAZ05/23/18
SCALE: 1 /4"-1' - 0"
SHEET
(U REBAR VERTICALLY W/ CCNC
PAIR CELL
5
SEE ENERGY CODE FORMS FOR Y
_ INSULATION ON R-VALUES ATE A STUD W( /
z tEXTURS FINISH • OG MAX ` THI ZSmm P81 • 26 DAYS
W T. PL BLAB Wv
'v Q 8' CTtu . PLATE to BLAB w/ i' ulA6FIER T PLATE TO SLAB W/ L•d • BLAB REINFORCED uu
H `M, GYP. LLL. W. T W/ 2' WASHER I' �IN. • OC MAX. NAIL w 32' O.C. MAX I.. No81 io^ 6 x 6 - WAAUA WX M.
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p STOP - 4' CONC. REINFORCED W/ 6'X6' _ 6 ° • ° = 4 W� Q
F a ,� WL4XWA 1121E OR PIBERMEBH ON 4 .REINFORCED W/ 6'X6' WAXWIA 4' MFORCED W/ 6'X6' WAXWL4 ' CONC. REINFORCED W/ 6'x6' WIAXWIA 10' RAD E 0. z
6-MIL. VAPOR RETARDER ON WlF FISERMEBN ON 6-MIL VAPOR WI.F OR PI SH ON 6-MIL. VAPOR OR FISERMEBH ON 6-MIL, VAPOR W �- OR • a w O
CELL-COMPACED CLEAN FILL. W RE7 R ON DELL -COMPACTED CLEAN IiETArAER DELL-COMPACTEb CLEAN z W ER ON DELL-G°MPAGTED CLE `^ 4
TERMITE TREAIT'IENT TO SE I FILL TE TREATMENT TO SE FILL. TP_laf'ITtE TMENT t0 BE
SORA-CAi� APPLIED At FRAMING. BORA-CA APPLIED At FRAMING. SORA-CARE ED AT FRAMING. FILL.
IBORA- IAPPLIEp ATtKRNMING. E w >
w
- Ww
'4 z 2WW' (2) 5 REBAR CHAIRS (3) 5 REBAR ON IRS (Z) 5 RESA CHAIRS
2'_PJ" 12' MX • }
m
~ (2) 5 IBSAR ON CHAIRS • •�
LL.
1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L L
1 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
SCALE: I'=1'-m'
SCALE: In••r-m• "GALE: I/Z'=I'-m' �" SCALE: I/2"=I'-0' �. SCALE-. vt'=r-m' v
c
4' CONC. REMF. W/ 6'x6' WIAXWIAV WWM ON -
6-MIL POLY ETHYLENE VAPOR RETARDER 4' CONC, REWF. W/ 6'x6' WIAXWlA0 W IM
L 4" TREATMENT
ATMEN OMPAGTBE CLEAN PILL TERMITE ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' OC. MAX
o TREAtMENt SHALL BE SOR4-CARE
BruvG
RETARDER ON WELL -COMPACTED CLEAN
(U 5 RE23AR ON CHAIRS 4' 4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM W/ SECW� BOTTOM VAN MASON P. T SATE M� W/
BORA-CARE SIMPSON SP4 ' O SIMPSON OP4 • ' O
4 THICKEN EDGE GARAGE STEP—UP I-EN34T OF GARAGE BEcul� BT L W/ kxs' , EIS OF GArzAGE SECURE B7. A W/ i'x8' TO "LAB W/ Imd
SCALE. IR'.I'-m' S VARIES WTH SLOPE 2' 7' EMBED . VARIES WITH SLOPE 2' R l' EMBED.
NON —BEARING MN. M MIN w Oc M .32'Oa.MAX
'E $ D FOR EXPANSION D FOR EXPANSION w
w a
af
w
W/ 6'xi' WAXUJIAm WWM
TARDER ON IIELL7COMPACTPOED CLEAN
TERMITE TREATMEENT SHALL BE
° a. 4 6'X6' WL4mu . ° °_ ° ° _ -CARE
L O _ FIBE ON 6-MIL VAPOR w ( REINFORCED W/ 6'X6' WIAMUTA ' CONC. RER'F'ORCED W/ 6'X6' WIAXWIA r CONC liERiFOIVGED W/ 6'X6' WIAXWIA -
�? ITT L-COMPACTED CLEAN W �- 4' AXWAm WWI ON W RRIER'ESH ON 6-MI4. VAPOR OR FIBER'ESH ON 6-MIL. VAPOR FISERMEBFI CN 6-MIL VAPOR
:.. m o W z
FILL.' R A ALL BE 6ORA-CARE w " _�" 4" BORA- APPLIM A7 FRAMING. O q"
e TREATMENT TO BE 6-MI PO Y E7 VAPOR R'ETAR?ER RETA ON HELL-COI'1PAGTEp 0.ENN1 z ER ON DELL-COMPAGiFA CLEFW a RET ON WELL -COMPACTED CLEAN W l2J 5 R ON CHAIRS
ARE
APPLIED AT FRAMNG. > ° L- CLEAN FILL TERMITE L FILL. TE TE TREATMENT TO Me FILL. TE TI'tEATMENT TO BE > FILL TTE tREATMEN7 TO BE w
+ lSORA- APPLIED A7 FRATTMG. ;,� a" q' 4" BORA- APPLIED AT FRN`iMG. I' q,
I'- '^
5 —SAR ON CHAIRS 3" M z (2) 5 Rr5AR AIRS !3/ 5 REBA CHAIRS !2) 5 REBAR CHAIRS -g -
w 4' 4' PR mo I-q, GARAGE STEP—UP
. Q m
1—STORY FOOTING AGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W.
4A AT FRONT PORCHES NON —BEARING 6 L.B.W. W/ UPLIFT 6A 2—STORY L.B.W. W UPLIF 6B L.B.W. W/NO UPLIFT W/NO UPLIFT
5 EXTENDED STEP `I' S SCALE: in".1�-m' SCALE: tn'°r-m' ��CEXT�ENDED FOOTING'"78MlILALL ro BE MM.a couR"E"l'•I'-0'
GRADE
RECEeb FOR
I'-m° GARAGE DOOR
SECURE P.T. ST. TO SL W/
T
EMBED. I'M ' OC M ' - !U 5 IWBAR VERTICALLY W/ C 74C. ,,.. (V 5 REBAR I Y 9) 'x6' WIAXWL40 WUM
POUND DELL W/ CCNC CEL - -MIL ETHYLENE VAPOR
SECURE P.T. TE O W! 6: cmDELL-COMPACTED
U]'XG' �. T' •' CI'IU w CLE F TERMITE TREATMENT SHALL 4' CONC, REINF. W/ 6'x6' 111I,001.40 WWM CN
ET10ED. 3Z z d' OF 0 4' 8 8' 4" -CAS WELL -COMPACTED CLEAN FILL TERMITE
w . , L W NOTE: OPTIONAL USE OF <I • GARAGE m 6-MIL POLY ETHYLENE VAPOR RETARDER ON
I 2'- " 4" 5 RESAR CK CHAIRS TREATMENT SHALL BE BORA-CARE
4 W/ 6'x6' WAXWAm WLLM 1 .I WALLSf DETERMINED Y " ` O DIVISION.
BY
> ON -Ml LY ETHYLENE VAPOR BUILDER BY DIVISION. 6T� C CRETE PAD (U 5IEMAR ON CHHAIR"
w R ON WELL -COMPACTED CLEAN 6
. W/ 64c6' WIAxwIAm uuM a PI ITE TR=ATMET7 SHALL BE "TOP W4T VARIES 9 11 GARAGE DOOR FOOTING
} ON 6 POLY ETHYLENE VAPOR 6' G -CAS m CURB HEK#IT VARIES w w e SCALE: 1/2'°I'-m'
A IE ER ON DELL -COMPACTED GLEAN W W Iy q z L
F TERMITE TREATMENT 614ALL SE
° z RE (3) R ON CHAIRS
-� 5 > > i - ^ 4' CONC. REINFORCED W/ G'X6' WIAMWA
;.� n -�" 8" ice' E �'7 ° a.' ° - -W 0 a OR OR
PIBERMEBFV ON 6-MIL. VAPOR 6 D6TRgr„FjC - 3'
_z W !2) 5 ON CHAIRS -� 0 Wu° OR FISE ON "-MIL VAPOR a RIDER ON WELL -COMPACTED CLEAN w FINISH FLOOR
w - - r° . FILL. RMITE TREATMENT TO BE w
o �' AGE STEP—UP BLL. TER IE APPLIED AT FRAMING APPLIED A7 FQMIMG W ° 4
PIELL.'ITERR O HELL-C It TO T CLEAN , ° ° q „- a. " —
w z W a, I'_C° q�, z q' , a e° ,H^ (3) 51E ON CHAIRSV��
2—STORY L.B.W. �q F n)S�BARONCHAnws �_�� a
EXTENDED FOOTING
GARAGE STEP—UP 6 scat#: I/2'=1' m'i�/i!r.✓�
1—STORY L.B.W.
1—STORY FOOTING 2—STORY FOOTING W
W/ UPLIFT S_„5I La, CURB �l E" AT GARAGE AT GARAGE SLAB AT S. G. D. z
@E?XqT,E�NDED FOOTING 1/2, es 8 L)A SCALE; In 10 6°ALE,I=I_� 2SHOWER RECESS FOOTERALE: 1/2'=1'-0'
Z
(u 5 IESAR VERTICALLY w/ CONC. F
POLiRm CELL a REINF. w/ 6'x6' WL4xWAm WWM
_ ON 6-MIL POLY ETHYLENE VAPOR
INSULATI R- .. ..9. ` RETARDER ON WELL -COMPACTED CLEAN
TExTWED I TERMITE TREATMENT SHALL BE
CARE
•' cNW z W (2) 5 RE ON CHAIR"
GROUTED IWAM
z 1/2' LAB AT GARAGE ecND
VARIES ELEvV,
17 SERVICE DOOR rolOw'� LRMOAR
SCALE: IR'=1'-m' J. m'-®• FIN. FLR REBAR W/ Im' HOOK i TIE VERTICAL
ato
-GROUTED BOND BEAM c ° REmR w/ Im'
w T� e 4' coNc. REINFORCED W/ 6'X!°' �it1 NOT USED CAULK AND SEAL a a` VARIESP#R ELEV. - _ PER ELEV.
z 0 WL4XWIA UP OR FISERMES14 ON 1 °�-�/-GA" LINE a o ; 6
NCO-MIL.
-LL . VAPOR ReTTED �E�R O NOT USED { c TED BOND BEAM
POURED LINTEL f:ONT. (TYPI
ITE TREATMENT TO BE IrWASHER
"' CMl) FILLED Cd3.L (TYP.)
-CARE APPLIED AT FOR GAB LINE 0
FRMiI u 6' P C CHASE THR) FOOTING
q B(3) 5 RE ON CHAIR" 2x wALL FRAMINGSrow(4))J'XT' ANCHOR BOLTS m (4))i'XY' �+-1!)' DR1'IW+LLJ-BOLLS MIN. S'EMSEDMENT W) 2'X2'XI/S' _/!Z) M 1�6AdF CN CHNR6 AND NUT SPACED EVENLY FROM _WOOD SAGE 2-STORY � a,
FLOOR TO BOND AM. SET IN JOINTS 13140 REBAR ON CHAlIQB
SE
2—STORY FOOTING PR°RT°F'LL"G (SLEEVED ANCI40R IN
SOLID POUR ACCEPTABLE RETROFIT)
13 W BLOCK WALL EXT. /INT. FRAME WALL TO p
SCALE: "°r-m' BLOCK WALL CONNECTION (IURCELL VERTICALLY W/CONC.
m
A R C H I T E C T S
Design
Grou inc
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
00
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W
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SVBDIV. de LOT:
CREEKSIDE
LOT 28
04321.000 028R1
W0DEL:
4EAB
/�
"16"72-ARIA"
GARA03C 8MMIG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
160 MPH EXP. C
15 SCALE:
SEE ENERGY CODE FORMS FOR
q'-
INSULATION R-VALUES
°
": aM11
Q
CLEANOU7 REQUIRE
a
CLEANOUT REaWRED
ARCHITECT:
GAS LINE THRU BLOCK
1/2, &YP. WL. BD.
FOR INSPECTION
FOR INSPECTION
STATE OF FLORIDA
16 :
z
U100{7 BABE
z
F
,
Y`JNOT USED
- Q
w
4'CONC. tEINF.W/6'x6'WAXWIAVWWM
"-MIL POLY ETHYLENE VAPOR
-
-
-+
ON
RETARDER ON WE CLEAN
O -m' FIN. RR
m'-m' FIN. FLR
FILL TERMITE TREATMENT "HALL BE
�-C'ARK
"`
fuI.AY 5 2r d
I
0
'
-
°
s
IE VERTICAL REBAR
(U 5 TSAR GET IN SIMPSON PC44
,
a -
, -
to HOR12ONTALL
'4.
HORIZONTAL
"
81'RFJJGTH EPDXY 6' slow. MM.
�
_
I
(2) 5 REBAR • I -STORY
' I '
..
- ° a
REBAR W/ 10' HOOK_
' °.<'
BAR W/ Im' HOOK
L
0
c
0) 5 REBAR w 2-STORY
�
° ap `
�•
. °
a
OUTSIDE REBAR TO ME
N
6' !'VC CHASE THRU FOOTINGS
'
�w 'ram �•. _ .
CONTINUOUS
E
L
/
I
mu
/
4' GONG. REMP. UV 6'x6' WIAXWLFm
�+�
°
o a
li) 5 VERT. DOWEL
LAPPED W/ BOND BEAM
° ..
Wit ON 6-MIL POLY ETHYLENE
ROI ,A D N � H�ACP
a ,�
VAPOR RETARDER ON
WELL -COMPACTED CLEAN FILL
o .
(U 5 REBAR AT CORNERS
W/ 20' LAID MM.
�, O
4" e" 4^
(2) 5 REBAR ON CHAIPb
HORIZONTAL/VERTICAL
TERMITE TREATMENT 6WALL BE
t,_q•
2-BTORT
BDRA-CAFE 9'-I'MIN. LAP 0) S RESAR ON UHarR" HORIZONTAL/VERTICAL REINFORCING AT
TYP. RETROFIT FOR
PIPE THROUGH %1 REINFORCING F BEARING CHANGE
�OMITTED DQWELS �-Q1 REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING JJ �m SCALE'' �° -°°
aL€rr.r�J J GCALE: C AT LINTEL CORNERS D W BLOCK WALL
AT L, EX'7CIERI01=Z FOO'I'EIERS krr FINISH SL,AB'S 'rO BE MIN. 12" BELOW TJ 1NZIDISTURBEJD SOIL, CONTROL DATE: 07/01/15
FIBERGLASS SHINGLE"
OVER 030 FELT PAPEI
INSTALLED PER FBCE
RR'305.1.1 ON IG" 0.5.E
SHEATHING OR I" CDl
PLYWOOD SECURE!
PER FASTENEI
SGHEOUL
PRE-ENG TRUSS
MTL. DRIP EDGE
2x4 OR 2x6 FASCIA PER
ELEVATIONS
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY
W/TRUSS PLAN
%I' THICK, 3 GOAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
1—STORY
TBLOCK WALL
SCALE: 3/4"
SEE ENERGY CODE FORMS FOR
ySULATION R-vALUES
GYPSUM BOARD OR }" HIGH
TRENGTH CLG. BOARD
:ONC. FILLED LINTEL BLK W/ (1)
5 REBAR CONTINUOUS
RECAST LINTEL
°E ENERGY CODE FORMS FOR
,SULATION R-VALUES
,JINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) "5 REBAR VERTICALLY W/
CONC. POURED CELL
Ix2 P.T. FURRING STRIPS a 16" O.C.
8' CMU
1/2' GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FBCR
RR905.1.1 ON 14'6" O.S.B.
SHEATHING OR 2' 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/D3)
2X6 P.T. SECURED TO
MASONRY w/ 1/2"x9" AZ.
w/ 2" DIA. WASHERS, I"
MIN. EMBEDMENT WITHIN
8' OF EA. END, 32" O.C.
MAX IN FII=LD.
CONIC. FILLED LINTEL
BLK. W/ (1) 15 REBAR
CONTINUOUS
PRECAST LINTEL
5/8' THICK, 3 COAT
PORTLAND CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
(1) Pa REBAR
VERTICALLY W/ CONIC.
POURED CELL
all CMU
u
1—STORY �o
GABLE BLOCK~
� WALL
SCALE: 3/4" =1' -0"
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST FIVE BAYS 4'-0" O.0
(AT SHEATHING SEAMS)
STIFPBACK AT ALL UPRIGHTS
OVER 4'-10" HIGH (SEE SEALED
ENG. FOR SIZE AND CONDITION)
lljlp�wl�
r_.
- == _
CONT. 2x4 RAT RUN SECURED W/
(2) 12d'b o EACH TRUSS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
5/8" GYPSUM BOARD OR 1/2"
HIGH STRENGTH CLG. BOARD
IX2 FIRE -STOP
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
'RE -CAST CONC. SILL
Ix2 P.T. FURRING STRIPS 0 241` O.G.
1/2" GYP. WL. BD.
WOOD BASE
2X4w
2X4w
SEOIRE t0 5= W/ /
2X4=
SECURE TO BLOCK tLW4'
7APCONB OR DRIVE PIN
SECURE TO BLOCK W/'lfr'
.
TAPCONB OR DRIVE PIN
(MIN. SHANK SITE .145
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE MS
MIN. HEAD SIZE 300
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN, EMBEDMMIT 1 Y49
WITHIN a' OF EACH END t
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4)
MIN. EMBEDMENT 149
NOTE: STRUCTURAL 2X MUST BE
8' CMU
18' O.G. MAX SPACING.
NOTE: STRUCTURAL 2X MUST BE
WITHIN S' OF EACH END t
NOTE: STRUCTURAL 2X MUST BE
WITHIN V OP MACI4 END
t ON OUTSIDE 4 SECURED
_Lrlf'
DRYWALL
ON OUTSIDE t SECURED THROUGH
18' O.C. MAX SPACING.OUT9IDE
ON < SECURED
8 OL MAX SPACING
THROUGH NON-STRUCTURAL '1(`'
I')C4' OR 1'X2' P.T. NAILER
2Xa®
SEOURE Tt? BLOCK _
NON-STRUCTURAL %' TAPCCNTHROUGH
2Wam
NON-STRUCTURAL i((,'
2Xb:m
TA+'C.ON MIN. I-4 EMBEDMENT
Tr
Ix{ P,t. OR 4's'X4' MIN.
TAPCONB OR DRIVE PIN
MIN 1-4- EMBEDMENT INTO
SECURE t0 BLOCK
TAPCON MIN. 1-Y♦' EMBEDMENT
SeCURE TO BLOCK
INTO BLOCK
❑
SECURE THRI FRAME 4
(MIN. SPANK SIZE J48
BLOCK
W4-%' TAPCGTIB OR
INTO BLOCK
WA-1/4' TAPCONS OR
DRIVE PIN
EXTEND I-Ya' INTO BLOCK
MIN. HEAD SIM -1"
, CMU
DRIVE PIN
(MIN. SHANK SIZE J45
'
❑
W1 %' rAPCONB OR DRIVE
MIN. I YE
DRYWALL
(MN. SHANK SIZE .145
S' CMU
MIN. HEAD SITE 300
Lr
CMU
PIN
MIN. SHANK SIZE 148
WITHIN a' EAG-I END <
IN S' OF
18' O.C. MAXx SPACING.
'X4' OR I'K?' P.T. NAILER
MIN- HEAD SIZE 300
MIN. EMBEDMENT I Y4)
, DRYWALL
MIN. EMBEDMENT I Y4)
'DRYWALL
I'X4' OR I'X2' P.T. NAILER
MIN ! -BAD SIZE 300
7X8e®
❑
W17µIN ;' OF EACH END t
❑
' OR I'K2' P.T. NAILER
WITHIN a' OF EACH END t
I;' O.C. MAX SPACING.
❑
VOIT�PIR
8' OF EACH END t
SECURE TORBLOCKDRIV W4-9b.'
' Ob.B.X 4' MIN.
I2 OG Max SPACING.N
OJ'i.6. X 4' MIN.
•TAPGONS
OQ DRIVE PINDC)OR
!MINI' SHANK SIZE .145
CASING
2X8®
SECURE t0 BLa<-K WA-�14
,
DOOR GASIPIG'
SECURE 70 BLOCK W/I-1/4'DOO
74PCON9 OR DRIVE PIN
DOOR CASING
CASING
POOR JAMB OR WINDOW
MIN. HEAD SIZE TWO
MIN. EMBEDMENT IX')
DOOR JAMB OR WINDOW
TAPGONb OR DRIVE PIN
(MIN. SHANK SIZE J45
DOOR JAMB OR WINDOW
MIN. SHANK SIZE .145
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
WITHIN V 0= EACH END 4
ATTACH TO 2X PER
MANUPAGTURES DETAILS.
MIN. HEAD SIZE 300
ATTACH TO 2X PER
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4 J
ATTACH TO 2X PER
MANUFACTURES DETAILS.
MANUFACTURES DETAILS.
0' or- MAX SPACING.
MIN. EMBEDMENT 1 Y4')
MANUFACTURES DETAILS.
WITHIN 8' OF EACH END
t
NOTE: SHIM AS NEEDED 70 PLUMS
NOTE: SF+M'f AS NEEDED O P
WITHIN 8' O= EACH END /
0' O.C. MAX SPACING.
: NEEDED O
18' O.C. MAX SPACING.
NOTE, SHIM AS NEEDED TO PLUMB
JAMS (DO NOT EXCEED A4)
JAMS (DO NOT EXCEED Y4)
JAMB !DO
NOT E7lCd=FD Yt')
JM76 (DO NOT EXCEED 0
3
DOOR JAMB TO BLACK +3/4 OR +fi/4
DOOR JAMB
TO BLOCK +1-1&t1f"
DOOR JAMB TO BLACK +3"
DOOR JAMB TO BLOCK +3-7/18'
mil 11DIDOM TO BLACK +3 OR ++5
i�1V/�� MI�IRTDOM ro BLACK +1-15 B
'-0�
�u�\ 1PIIiD0O TO BLACK +3"
"'
G. iLDO)OW TO BLACK +3-7/18'
r -'_0
L/w^�C% J
SCALE, 9/8'=1'-0'
2x4,.
2X4:-
SECA RE t0 BLOCK LV 34'
2X4�
SECURE TO BLOCK W/
S TO
SECURE TO BLOCK Wd4
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
MI�S4HAW SIZE 345PIN
OR DRIVE PIN
(MIN. SHANK SIZE .148
(MIN, SHANK SIZE .145
MIN. µFAD GIVE 300
(MIN.
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MILL HEAD SIZE 300
MK EMBEDMENT I Y49 WITHIN
MIN. HEAD SIZE me
MIN. EMBEDMENT I A') WITHIN
8' OF EACH END < I8' O.C.
MINI EMBEDMENT I Y4J WITHIN
e' OF EACH END t 10' O.C.
MAX SPACING.
NOTE: STRUCTURAL 2X MUST
MIN. EMBEDMENT I Y4)
WITHIN a' OF EACH END t
NOTE: STRUCTURAL 2X MUST
MAX SPACING.
S' OF EACH END t 18' O.G,
MAX SPACING:.
NOTE: STRUCTURAL. 2X MUST
2xbA=
BE ON OUTSIDE t SECURED
18' O.G. MAX BPAGINCs.
BE ON OUTSIDE t SECURED
2X6:m
2X6®
BE ON OUTSIDE t SECURED
SECURE YO BLOCK
THROUGH NON-STRUCTURAL
2Xb®
THROUGH NON-STRUCTURAL
SECURE TO BLOCK W4-%,
BEOUIE TO BLOCK W4-(r'
T>aROUGH NON-STRUCTURAL
M4 TAPCON MK I -A'
W4-'!((,' 7APCONS OR
W6' TAPCON MIN. 1-14'
EMBEDMENT INTO BLOCK
SECURE TO BLOCK WA-1/4'
TAPCONS
°%(`' TAPCON MIN. I-&
EMBEDMENT INTO BLOCK
TAPCONS OR DRIVE PIN
MIN SHANK SIZE .145
TAPGONS OR DRIVE PIN
MIN, SHANK SIZE MS
�� INTO �-O�
DRIVE PIN
(MIN. SHANK SIZE J45
OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN, HEAD SIZE 300
MIN. HEAD SIZE 300
a' OTI!
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4)
MIN. EMBEDMENT I Y4) WITHIN
a, q'IU
MIN. EMBEDMENT I Ya'J
�: DRYWALL
MIN. EMBEDMENT I,49
8' cm
WITHIN 8' Cl- EACH END t
g• GM'R,I
8' OF EACH END a IB' O.G.
x. pl�ylgl_L
118' IOW.
I'x4' OR I'X2' P.T. NAILER
t
WITHIN0.C.
K' DRYWALL
18' O.C. MAX SPACING.
2X8,m
❑
Yt DR.�L
I'X4' OR I'XJ' P.T. NAILER
MAX �,gGMG.
2XX a
❑
i'X4. OR I'x2' P.T. NAILER
CASING
t MAX SPACING.
2X8,�
2ND 2X SECURE TO
STRUC2)12 TURAL MEMBERFr=_
MAX SPACING.
2X;®
I'X4' OR 1'X2' P.t. NAILER
' P.T. X 4' MIN.
ooR CASING
BecuRE r0 BLouc W4-
SECURE TO BLOCK
BECUIE TO BLOCK W/I-I/4'
SEOIIE 70 BLocK W4-ifi'
7APGONB OR DRIVE PIN
W4-i(.' TAPCONS oR
TAPcoNa OR DRIVE PIN
ooR CASING
TAPCON9 OR DRIVE PIN
(MIN. SHMK SIZE
DRIVE PIN
b'WT018' OTC. MAX
!MINI. SHANK SIZE .145
(MIN. SPANK SIZE .148
MIN. HEAD SIM 300
DOOR JAMB OR WINDOW
.146
MIN. HEAD SIZE 900
ppOR JAMB OR WINDOW
(MIN. SHANK SIZE .145
MIN. µEAD SIM 300
OR CASING
f0roorlR JAMB OR WINDCU!MIML
MIN. HEAD SIZE 300MIN.
EMBEDMENT I Ys J
DOOR JAMB OR WINDOW
EMBEDMENT 149 WITH!
ATTACH r0 2X PER
MANUFACTURES DETAILS.
MIN EMIBEG'iM1ENt I Y4) WITHIN
b'OF EACH END t IS' OCL
ttAGH t0 2X PER
MANUFAGTUR'c8 DETAILS.
MIN. EMBEDMENT I Y4)
AGµ TO 2X PER
WITHIN 8' OP FAGµ END t
ATTACH TO 2X PER
ANUPAGTlUREB DETAILS.
S' 0= EACH END t 18' O.C.
MAX SPACING.
WITHIN 8' OF EACH END 4
MANUFACTURES DETAILS.
18' O.C. MAX SPACING.
MAX SPACING.
SHIM AS NEEDED TO PLUMB
NOTE: SHIM AS NEEDED TO PLUMB
IS, O.G. MAX SPACING. NOTE,
SHIM AS NEEDED TO PLUMB
NOTE, SHIM
AS NEEDED TO PLUMS
JAMS !DO NOr EXCEED Xt')
JAMB (DO NOT EXCEED 41)
JAMB MO NOT EXCEED A')
JAMB (DO NOT EXCEED V)
a' CMU
K' 141m.
WALL
I'X4' R I'X2' P.T. NAILER
❑�rlx4 P.T. OR 94x4' MIN. SECURE THRU
FRAME t ExtEND I- INTO BLOCK W/
Wo' TAPCCNS OR DRIVE PIN
❑ (MIN. SHANK 612E .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I -A'
WITHIN 8' OF EACH END 4 18' O.G. MAX
SPACING
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO IX PER MANUFACTURES
DETAILS.
NOTE, £MUM AS NEEDED TO PLUMB
JAMB (DO NOT EXCEED )w
DOOR JAMB TO BLACK +3 4 OR +5 4
(1 11INDOR TO BLOCK +3/ OR +5/
.11-0'
DOOR JAMB TO BLACK +1-1/2' DOOR JAMB TO BLACK +2 ����� DOOR JAMB TO BL= t3' DOOR JAMB TO BLACK +3 3/4" v
/y OLRDOW TO HIACK +i-I %1 xIND01( TO HACK +2 I!4 v WMDOW H WINDOW TO BLACK +3 311111 e
SCALE. 3/8'-1'-0' SCALE: 3/8'=1'-0' IIII SCALE: 3/8'=1'-0' SCALE: 3/8'=1'-0' a
FASTENER SCHEDULE NAIL REQUlREtIIII TOP CORD BLOCKING AT 4'
ROOF DIAPHRAGhI
USE 1/16" OA35. OR 1/2' CDX PLY WITH "8 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 09 GUN NAILS a 4' O.G.
SIZE
HEAD
LENGTH
DIA.
TENVLE STR.
8d
ROUND)MOpIFIEp
I 't/V
.113
1.10000
OR T
100
ROUNDMODIFIED
21/8'
.128
170)000
ORT
O.G. MAX. IN FIRST 2 FRAMING NOTE: TYP. EXT. SHEATHING ATTACHMENT
SPACES AT EACH END. FOR SHEAR 4 UPLIFT (0)3.8.TO BE STRUCTURAL m
RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE
ROOF SHEATHING NOT REMIRED EXCEPT to OPENINGS
EXTERIOR SHEATHING
NOTE; NAILS TO BE MFG. Bl' MEMBER OF INT.
STAPLE, NAIL 4 TOOL ASSOCIATION13
USE 1/2, CDX OR 1/16' OSB PLY WITH M8 RING SHANK GUN NAILS AT 6'
1. 0.113I. INCH NOMINAL SHANK DIAMETER
O.G. AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.C. TOP 4
BOTTOM PANEL AND 08 RING SHANK GUN NAILS At 6' O.C. AT
2. RING DIAMETER OF 0012 OVER SHANK DIAM51E
� p
INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM
3. ISTO 20 RINGS PER INCH
5 _j
m
ROOF 54 4EAT4II LXrCUT
(INSTALLED PER MANUF. SPECS). SEE DETAIL.
4.02W INCH FULL ROUND HEAD DIAMETER
NOTE, -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
5. 2 INCH NAIL LENGTH
AND ENDWALL BRACING
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
-ROOF DESIGN PRESSURE BASED ON WORST CASE
BUILDING LENGTH �
FOR GABLE
END
rRAr-I
+8 RING SHANK GIJN NAILS ® 4' OC
TOP < BOTTOM EDGES
FIBERGLASS SHINGLES OVER
030 PELT PAPER INSTALLED
R FBCR RR905.1.1 ON a" O.S.B.
SHEATHING OR I" CDX
PLYWOOD SECURED PER
FASTENER SCHEDULE T�C4
MTL. DRIP EDGE J I
2x4 OR 6 FASCIA PER J
ELEVATIONS
VENTED A M. SOFFIT
STIFFBAC T ALL
UPRIGHTS OVER '-10"
HIGH (SEE SEALED G.
FOR SIZE E CONDITIO
1� O.S.B. SHEATHING OR J' CD
PLYWOOD. ATTACHED PER
FASTENER SCHEDULE ON SHEET D2
OR 7/16" ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
1/8" THICK, 3 COAT PORTLAND
CEMENT PLASTER OVER
EXPANDED GALV'D METAL LATH
ON FORTIFIBER JUM50MX GRADE
`D" PAPER OVER TYVEK
BUILDING WRAP (REFER TO
STUCCO SPECS FOR COMPLETE
INFORMATION)
OR '1/I6 ZIP SHEATHING SYSTEM
(INSTALLED PER MANUF. SPECS.)
WEEP SCREED
(SEE DETAIL -t/WA2
SECURE GABLE TO 2x6 P.T.
PLATE W/ 12d'b 8' O.G. MAX
SECURE 2x(o Pt. PLATE TO BL /
i"x9" ANCHOR BOLT W/ 2' WA 11 ER
SET IN SIMPSON HIGH St NGTH
EPDXY 7" EMBED. MIN 32" OC
MAX.
V THICK, 3 CO PORTLAND
CEMENT PL TER APPLIED
DIREC Y TO MASONRY z C)
c(t
1— ORY GABLE H-
/ VAULT CLG.
LO C K WALL
SCALE: 3/4" =1-0"
VJ
2X6 P.T. SECURED TO
MASONRY w/ 1/2"xV A.B. w/
2" DIA. WASHERS, 1" MIN.
EMBEDMENT WITHIN V OF
EA. END, 32 O.G. MAX IN
FIELD.
CI
08 2' DECK SCREWS • 11
O.C. MAX a EDGES t 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 t
(2) 12d'b 0 EACH TRUSS
TO BE INSTALLED w MID. INT
OF TRUSS SPAN, OR 10' - " O.C.
MAX.
SEE ENERGY C E FORMS FOR
INSULATION R- ALUES
0E30ARD OR }' HIGH
CLG. BOARD
x4 s 24" O.G. eo INTERIOR KNEE
_`��VWALL
CONIC. FILLED LINTEL BLK W/ (1)2.. "5 REBARR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS PER
MANUFACTURES SPECIFICATIONS
PRECAST SILL
(1) 15 REBAR VERTICALLY W/
CONIC. POURED CELL
Ix2 P.T. FURRING STRIPS a 16' O.C.
VGMU
I " GYP. WL. BD.
NOTE:
PER 1=8GR R1305.1.1 - FOR R001= SLO 5 2:12 TO
LESS THAN 4:12, A (2) LAYER UNDERLA ENT
SYSTEM IS REQUIRED. FOR ROOD SLOPE
4:12 OR GREATER, (1) LAYER UNDERLAYME IS
PERMITTED BUT MUST BE PER ASTM D226 T
II, ASTM D 486S TYPE IV, OR ASTM D 615-1
IX4 DIAGONAL BTM.
CHORD BRACING.
SEE PLAN FOR
LOCATION
/ R D WOOD
TRUSS
TRUSSSS (TYP) to 24'
O.C. MAX
SIMPSON
Q BETA-16
(TYP) VERIFY
VW/ TRUSS PLAN
CONIC. POURED
LINTEL COURSE
'1— 1X4 SYP LATERAL
FrE-INFORCING 36' O.C.
MAX a TRUSS BTM.
CHORD, SECURE W/(3) 106
NAILS 6 EA. TRUSS
CHORD
GABLE END BRACING
SCALE: 1/2" = I' -0"
08 RING SHANK GUN NAILS
® 6' O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
ARC H I T E C T;
Design
Group-inc.
1441 N. KVIVHLU KCHIaHIV DLV U.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.com
AA #: 0003325
W
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F
0.
A
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A
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BLTHDly. de LOT:
CREEKSIDE
LOT 28
Pl?AaECT#
04321.000 028R1
MODEL:
4EAB
"1672-ARIA
�
C'"
AFtAG'E 4 ^
RIGHT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE: 05/23/18
SCALE: 1 /4" =1' — 0"
SIMET
D 2
I5ERGLA55 SHINGLES
VER 030 FELT PAPER
I STALLED PER FBCR
2x4 BLOCKING BETW N
5.1.1 ON J" 0.5.5.
TRUSSES AT FIRST l
FI RGLASS SHINGLES OVER
PROVIDE EAVE
SH ATHING OR J" COX
BAYS 4'-0" O.C. (A
030
FELT PAPER (OR
BAFFLE OVER THE TOP
P YWOOD SECURED
FIBS LASS SHINGLES OVER
SHEATHING SEAMS
APP OVED EQUIVALENT) ON
OF INSULATION FOR
PER FASTENER
SCHEDULE
EMBED. StRA
� 30 LT PAPER INSTALLED
" O.S.B. HEATHING OR 21" CDX
CLEAR VENTILATION
VERIFY W/ T S5
PE FBCR RR805.1.1 ON �"
PLY OOD SECURED PER
PER FBEG R402.23
PRE:- NG WD. TRUSS
PLAN
O.S.B. EATHING OR }" GDX
F STENER SCHEDULE
24' O.G. MAX.
PLY Op SECURED PER
F TENER SCHEDULE
PRE-ENCx TRUSS .r
21P SHEATHING SYSTEM
MTL. RIP EDGE
SEE ENERGY CODE RMS
I1-01,
MTL. D IP EDGE rYF.
E�f
PRE-ENG D. TRUSS
TL• DRIP 1=DCxE
SEE ENERG r GOD FORMS
(INSTALLED PER MANUF.
SPECS.) OR
OR 2 FASCIA
FOR INSULATION R ALUES
2X4 OR 2X6 ASCIA"H"
I
24" O.C.X.
OR xbo SUB -BAND
FOR INSULATION -VALUES.
WOOD SHEATHING
PER EL VATI 05
5/8" GYPSUM BO OR 1/2"2x4
HIGH STRENGTH LG. BOARD
PER ELEv LIONS
PE ELEVATIONS
�" GYPSUM BO OR �°
, . wRB LAYER M,
DOUBLE TOP P ATE
VENTED ALUM. IT
GONT. 2x4 RAT N SECURED
W/ C2) 12d's CH TRUSS
VENTED UM. SOFFIT
HIGH STRENGT CLG.
,i STUCCO WRAP
= WRB LAYER n, FORTIFIBER
VENTED ALUM. OFFIT
o"
TYP.
WINDOW HEAD R SIZE VARIES
SEE ENERGY ODE FOR" IS FOR
BOARD
':= BUILDINCs PAPER
o.N.
PER WINDOW PENING SEE
1/2' CDX OR 7/I6" B
SECURE To WALL R
INSULATION -VALUES
p
1,000 UPLIFT
51MP50N
F METAL LATH
"f/16"
HEADER SP CHART FOR
FASTENER SGHEDUL
5/8" GYPS BOARD OR
ONNECTOR
SP2 E
FASTEN t0 WOOD STRUCTURAL
I/2" GDX OR SB
SECURE TO WALL R
PETAIL3
ON SHEET D
1/2" HIGH RENGTH CLG.
2 5YP #2
2X8 STU
_; MEMBER ®'I" O.C. MAX
s""`
FASTENER 5CHEDU
WINDOW A ACHMENT AS PER
OR 1/16" ZIP
BOARD
D TOP
FNISTH ®TlWop
ON SHEET D
MANUFA RES SPECIFICATIONS
SHEATHING SYSTEM
WIN TOP PLATE
WI 'DO HEADER SIZE VARIES
PLA E
< "M" TYPE CONTROL JOINT
OR 1/16' ZI
SHEATHING SYSTEM
WINDOW ILL
(INSTALLED PER
MANUF. SPECS.)
PER NDOW OPENING SEE
FRAME TO BLOCK
CONNECTION SEE DETAIL
(INSTALLED PER
2x6 ST 5 tv 16" O.G. MAX W/
INSUL. SEE: ENERGY COPE
HEA ER SPAN CHART FOR
DE IL5"
ZIP SH TI-IINCx
RY WALL
15/DI
6' METAL LATH STRIP
MANUF. SPECS..)
Fo FOR INSULATION
WI OW ATTACHMENT A5 PER
SYSTEM NSTALLED
I
; 6' WIDE STRIP SELF
„
I/8 THICK, 3 GOAT
Y CUES
NUFAGtURES SPECIFICATIONS
PER MAN . SPEC5.)
DIA ANCHOR BOLT
-I
0r ADHESIVE FLASHING, CLEAN
"
CEMENT PLASTER
; G SUBFLOOR GLUED ANp
i/8 THICK, 3 GOAT
CEMENT PLASTER
INDOW SILL
OR
WALL
AT 16o O.G. MAX WITH
EMBEDMENT AND 2"
;MASONRY BEFORE APPLYING
TEXTURED
APPLIED TO METAL
LATH OVER 2 LAYERS
REWED A5 PER FASTENER
HEDULE ON SHEET D2
APPLIED TO METAL
2x6 STUDS a 16" O.G. MAX W/
SHEATHING
DIA. WASHER
FINISH • MASONRY
LATH OVER 2 LAYERS
INSUL., SEE ENERGY CODE:
8' CMU
OF GRADE D
OF GRADE: 'D"
FORI15 FOR INSULATION
2x8 SYP *12
SIMPSON SPI
BUILDING PAPER OR
BUILDING PAPER OR
R-VALUES
WOOD STUDS
m EA. 2 X 8
PAPER BACKED LATH
OVER AN APPROVED
PAPER BACKED LATH
J" T 4 G SUBFLOOR GLUED AND
AT 12" O.C. MAX
STUD
VERTICAL CONTROL
HOUSE WRAP
OVER AN APPROVED
HOUSE: WRAP
SCSR
URZWED gONPSHEETT D2NER
BETWEEN DISSIMILAR
O
2x8 P.T. SYP *2
SOLE PLATE
(1) COURSE TIE -BEAM
TERIALS
..POURED
SOLID WITH
q)%r
DETAIL '1B/WA2
PRE-ENG FLOOR TRUSS
Z
CONCRETE. C1) 05
: N.T.S.
(INSTALL PER MFG. SPEECS.)
W Z
1L
REBAR HORIZONTALLY
GONG. FILLED LINTEL"
BLK. W/ (1) S REBAR
GYPSUM BOARD OR I' HIGH
STRENGTH CLG. BOARD
DETAIL iB/WA2�"
Q
IL
WEEP SCREED PER
PRECAST LINTEL
"
T 4 G SUBFLOOR CLUED
ND SCREWED AS PER
CONTINUOUS
Ix2 NAILER/DRAFT STOP
PRE-ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS-
W/
ASTM 926-C 106/P3 o
CSEE DETAIL 2/D3
WINDOW ATTACHMENT AS
FA F=NER SCHEDULE ON
SHEET D2
" GYPSUM BOARD OR }'
z w
PER MANUFACTURES
SEE ENERGY CODE FORM5
FOR INSULATION R-VALUES
HIGH STRENGTH CLG. BOARD
IX2 NAILERADRAFT STOP
uj 0
Q
SPECIFICATIONS
FASTEN
CMU)
2X4 BBON
W/ (5) I26 N 5 A
PRECAST LINTEL
� II-
Z
wo REBAR a Ibri
PRECAST SILL
l
11QI,
CON(. FILLED LINTEL BLK W/
#5
Z �
O.C. MAX, IN
PRE -EN OR SS
ENT
R AS P ENT OW ATTACHE
WI ME
(1) REBAR CONTINUOUS
w
CONCRETE
( INSTALL EC
5/8" THICK, 3 COAT
E S SPECIFICATIONS
MA FACTURES
EE ENERGY CODE FORMS
w z
POURED G L,
2 P.T. FURRING STRIPS
PORtLAND CEMENT
PRE AST CONCRETE: SILL
R INSULATION R-VALUES
Q
VERIFY P
16" O.G.
GONG. F I EL BLK W/
PLASTER APPLIED
P CAST LINTEL
U- Q
PLAN'
8" MU
C1 B CONTINUOUS
DIRECTLY TO
MASON R
(1) +, $AR VERTICALLY
W/ GO POURED CELL
WIND ATTACHMENT AS PER
MANUF CTURES SPECIFICATIONS
Z
O
R-4.1
1/2" YP. WL. BD.
IB B O N
5/g THICK, 3 OAT
Q
N
INS CATION
I.
Ix2 P•T.FU ING
PORTLAND MENT
PRE-C T CONCRETE SILL
(1) 4 NTINUOUS REBAR
FASTENING DET
STRIPS O.G.
PLASTE'.R PLIED
�
WOOD SE
8' CMU
DIR TLY TO
ll) REB R VERTICALLY
Q O
SCALE: 3/4"=1'-0"
I/2 GYP. WL. D.
A50NRY
W/ GONG. P URED CELLD
m
Z llu
04 REBA 48' LONG
p WOOD BASE
Ix2 P.T. FURR G
w `t W/6" HOOK 24" O.G.,
Z
z
STRIPS a 24" C.
n
Q
� � '�
s
„
MIN. 24 IN 5 B
ROOF
65 LLPLIFt
FIN. FLR.
8' CMU
IL
lJ
/]�
2'-011 (MIN.
coNN OR Not
1/2' GYP. WL. BD.
O ('"
IN SLAB)
cLA¢ITr 544 FOR
1
z Q
WOOD BASE
SHOP Due- .
vr_
T_
-
a
o a
FLR
W
LL I a
3 I/2" GONG., RE I W/ 6 "x6 °
�
C TIO N
WI.4XWI.40 WWM ON -MIL
EXTERIOR WALL
SHEATHING (6E
— t,
POLY ETHYLENE V FOR
)
2—STORY
—STORY
� ��
'a
a;°
_�
•, °
OOD a
as RETARDER ON
WELL -COMPACTED CL AN
FA6 EACH stub
t0 DEL. PLATE
W/ USP NAIL
PER MANUF. a.
WALL
WALL '; ,`
`
FRAME TO �, " G
G FILL TERMITE TREATME T
SECTION
SECTION
B LOCK
}
WALL 8 2'-0"
SHALL BE BORA-CARE
(3) *5
ECTION AT TOP
1
REBAR CONTINUO
OF EXTERIOR WALL
SCALE: 3/4"=1'-O"
SCALE: 3/4"=1'-0"
ON CHAIRS
9
:
scaLENts
FIBERGLASS SHINGLES
PRE:-ENG GABLE tRuss
FIBERGLASS SHINGLES
OVER W FELT PAPER
`/ER 030 FELT PAPER
PRE _ENG GABLE: TRU55
NOTE
INSTALLED PER FBCR
RR905.1.1 ON ' OSB.
6PF STIFFBACK (SEE SEALD TRUSS
I ALLED PER FBCR
ION OSB-
SPF STIFFBACK (SEE SE:ALP TRUSS
DIAGONA CE 0
XTERID¢ waLL sruDs
WALL SHEATHING
PLACE STRAPS SPACED
AND FASTENED A6
SHEATHING OR is CDX
ENG. PACK FOR SIZE < CONNEECTION)
5;-4EAtHIN �" CDX
ENG• PACK FOR SIZE t CONNECTION)
GENT OF TRUSS
FASTEN STUD O WALL
SHOWN WITH ONE
ADDITIONAL St At
PLYWOOD SECURED
2x4 SPF BLOCKING BETWEEN
PLYWOOD 5 RED
2x4 SPF BLOCKING BETWEEN
S OR HIGHEST
BLOCK
WITH LLSP MST STRAP WITH
EACH WINDOW STUD
PER FASTENER
TRUSSES At FIRST (5) BAYS 4'-0"
PER FASTS
TRUSSES At FIRST C5) BAYS 4'-0'
EDGE. DIAGONAL
FASTENERS A6 6H INSTALL
SCHEDULE
OZ. (AT SHEATHING SEAMS)
SCHEDULE
O.G. (AT SHEATHING SEAMS)
BRACE TO BE g ANY
6tR4P • EA. EN uNo)
(I Od COMMON NAILS
NOTE:
MTL. DRIP EDGE
a
SPAN 15 -0 OR
GREATERREFER TO
SPACE STRAPS AS Owe:
-I10 MPH c= 32 C.
t tuD rO.Ias DIA x I Imo'
)
MTL. DRIP EDGE
DIAGONAL BRACE a
.
-IT0 MPHO.
FORE-ENG W 2 CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
TRUSS 24°
TRUSS ENG. FOR
-I60 MPH 'C': 32' O.G.
MPH 'B':
STRAPS INSTALLED
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
PER ELEVATIONS
-
ADDITIONAL
-Ib0 48' oc.
ae' o.I
OVER WALL SHEATHING
2X4 OR 2X6 FASCIA
BRAGS t0 BE g ANY SPAN
SECURED W/ (3) I2d
HORIZONTAL TRUSS
TOP OF STUD WAALLLc'
PER ELEVATIONS
15'-0' OR GREATER REFER
NAILS
REINFORCEMENT.
SOLE PLATE
SECURED W/ (3) I2d
SECURE TO
TO TRUSS ENG. FOR
SEE FASTENER SECURE TO
30'-0' fl)
y
FILL ALL REMAINING STRAP
HOLES W/ 10d NAILS INTO
NAILS
TRUSS W/
ADDITIONAL HORIZONTAL
SC-PEDULE ON SHEET TRUSS W/
X-15R"�ATO
WOOD BACKING
1/2" GDX OR 1I16' 055
(2) I2d
TRUSS REINFORCEMENT.
p2 FOR SHEATHING
(2) I2d
30-I" t0 60'-0" (3)
`�
SECURE TO WALL PER
NAILS
0'-0" TO 30'-0' (1)
FASTENER PATTERN
1/2, GDX OR '1/16" 055
AI
X-BRACE (1) X-BRACE
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
FASTENER SCHEDULE
ON SHEET D2
X-BRACE
SECURE TO WALL PER
6 CENTER AND (2)
MASONRY WALL
OF CMU BLOCK WALL
OR �/16" ZIP SHEATHING
301-1' TO 60'-0' (3)
FASTENER SCHEDULE:
BRACE DIVIDED
EQUALY FROM CENTER
� CONNECT BOTTOM OF
SYSTEM (INSTALLED PER
X-BRACE (I) X-BRACE
ON SHEET D2
TO END
SCRAP to CMU BLouc WALL
W/ CTI 3/16' DIA X I-I/4'
MANUF. SPECS.)
�LZMEMMN
a CENTER AND (2)
OR 1/16' ZIP SHEATHING
TAPGON MA50NRT
WEEP SCREED, SEE
BRACE DlvlpED
CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER
SYSTEM {INSTALLED PER
ANUF. SPECS-
GOT. 2x4 SPF RAT RUN SECURED
2 —STORY
CMU BLOCK WALL
s ws
DETAIL -IB, SHEET WA2
C2J Izd ®� EACH TRUSS
TO END
2x4 W/ 3/8 X 5 LAG
(2) I2d s + EACH TRU55
ABLE END
2X6 P.T. SECURE W/
1/2"X9' ANCHOR
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/
GABLE
®32" O.C. MAX. O
SIMPSON
(2) 2x4 wl S.Y.P. DIAGONAL BRACE W/
(3) 12d's m EACH TRUSS DIAGONAL
S
BOLT 32" O.G. MAX,
(3) 12d's is EACH TRUSS DIAGONAL
X-BRACING TO COVER 5-TRUS5ES
X—BRACING
MST tv
32' MAX.
X-BRACING TO COVER 5-TRUSSE6
BRA
XTERIOR
STUD WALL CONNECTIO
NAIL GABLE TO 2X6
5/g' GYPSUM BOARD OR I/2"
HIGH
D OP PLATE:
5/8' GYPSUM BOARD OR In" HIGH @)-
„- ,
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
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"1672— ARIA"
GARAGE INVM0:
RIGHT
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SHINGLE MONO.
2—STORY
WALL
SECTIONS & NOTES
160 MPH EXP, C
ARCHITECT:
STATE OF �ORIDA
,I 2 I�'
,13
ROLAND A ABOUCHACRA
AR NO 93723
aATW]E 05/23/18
SCALE: 1/4 P0=1' - 0'"
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