HomeMy WebLinkAbout2628 Vineyard Cir (a)• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R. HORTON HOMES
5850 T.G. LEE BLVD. SUITE 600
ORLANDO, FL, 32822
TEL: (407) 850-5200
FAX: (407) 850-5300
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
99 JL 9,,70
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s
www. araor-con,, com
CBC1252212
5850 T. C,. LEE
BLVD. SUITE
600
C>RI ANE:>C>j FL. 32822
Tali
(407) 950-5200
Fax= (407)
850-5300
DESIGN CRITERIA:
ABOVE
• FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL
ABV.
W/2009 SUPPLEMENT
A/C
M.C.
ADJ.
• 2007 FLORIDA FIRE PREVENTION CODE
AMPERAGE
• NATIONAL ELECTRICAL CODE (NEC) -- 2008 EDITION
AMP
BD.
-ALL LOCAL AND STATE CODES
CL
MTD.
CAB.
MTL.
CLG.
N.T.S.
CLR.
O.C.
CONC.
PL
CPT.
•OCCUPANCY — RESIDENTIAL, GROUP R3
C.T.
• CONSTRUCTION TYPE — VB
DBL'
• MIN. INTERIOR FINISH — CLASS B
DIA.
• BASIC WIND SPEED — 120 MPH (M/S)
DIS
•1—STORY RESIDENCE —
DP.
o2—STORY RESIDENCE — MAX. HEIGHT AS PER
DR-
.
LOCAL AND STATE CODES
DTL.
SPECIFIC PARAMETERS FROM FBC 2007 CH. 3
D.W.
EA.
USED FOR DESIGN INCLUDE:
ELEV.
to CONCRETE MASONRY RESIDENTIAL
Ep'
EXH.
• CONSTRUCTION WOOD FRAME CONSTRUCTION
EXT.
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05
F.G./FX.
F.G.
F R.
SQ. FT. CALL. S
EACH
FLUOR.
ELEVATION
LIVING 1910 SQ. FT.
FTG R.
GAfRAGE 0r _T .
GAR DISP.
SHTHG.
EXTERIOR
ENTRE' ELEV. "A" 4 "R" 5Q F
FIXED CLASS
SIM.
GL.
ENTRY ELEV. "C" 4 "D" 101 SQ. FT.
GYP. BD.
SL, GL,
H.B.
STD.
H.C.
HDR.
SWS
FRENCH DOOR
TOTAL ELEV. 'A" 4 "8" 2400 5Q. FT.
HGT. OR HT
INSUL,
TOTAL ELEV. "C" 4 "D" 2483 SQ. FT.
INT. I
LIA
RATIO 3S SQ_
�3s
T.O.C.
GROUND -FAULT CIRCUIT
OPT. COV. RATIO00 5Q. FT.
,,
ABBREVIATIONS
ABOVE
LAV.
AIR CONDITIONING
LUM.
ADJUSTABLE
M.C.
ALTERNATE
MFR.
AMPERAGE
MIN.
BOARD
M.T.
CENTER LINE
MTD.
CABINET
MTL.
CEILING
N.T.S.
CLEAR
O.C.
CONCRETE
PL
CARPET
P.B.
CERAMIC TILE
PH.
DRYER
PLT.
DOUBLE
PLYWD.
DUAL GLAZED
PR.
DIAMETER
P.T.
DIMENSION
R
DISPOSAL
RAD.
DEEP
R.A.G.
DOOR
REF.
DOWNSPOUT
RM.
DETAIL
R.O.
DISHWASHER
S.C.
EACH
S.D.
ELEVATION
S.H.
EQUAL
SHT.
EXHAUST
SHTHG.
EXTERIOR
SHWR.
FIXED CLASS
SIM.
FUEL GAS
SL.
FINISH
SL, GL,
FLOOR
STD.
FLUORESCENT
SWS
FRENCH DOOR
SINGLE HUNG
FOOTING
TEMP.
GAUGE
THF.
GARBAGE DISPOSAL
T.O.C.
GROUND -FAULT CIRCUIT
T,O.P.
INTERRUPTER
T.O.S.
GLASS
TYP.
GYPSUM BOARD
U.N.O.
HOSE BIB
HOLLOW CORE
V.P.
HEADER
W.
HEIGHT
W/
INSULATION
WD.
INTERIOR
WDW.
W/H
SECTION
W.I.
REVISIONS
LAVATORY
DATE
DESCRIPTION
LUMINOUS
MEDICINE CABINET
11/3/08
D.R.1-1 5A5E MODEL CHANGES
1—FOUNDATION
R.L. REVISIONS -REMOVE "E" 4 "F" ELEVATIONS
MANUFACTURER4/20/09
MIMIvIUM
METAL THRESHOLD
MOUNTED
METAL
PLAN
PLUMS -GUT OVERHANG=S, RAISE 5RG. NGcTS. TO
1B—
5'-5" ON 'A" 4 115" ELEVATIONS
NOT O
ON CENTER E
11/05/09
ADDED RANEY COMPONENT'S ENCS.
PROPERTY LINE
113.2—
LINTEL SCHEDULE (PRO—CRETE)
PUSH BUTTON
1C—WIND
LOAD CALCULATIONS
PHONE
2—FLOOR
PLAN
PLATE
313—ELEVATION
"B" FRONT & REAR
PG
413—ELEVATION
PLYWOOD
PAIR
5AB-TRUSS PLAN ELEVATION "B"
PG
6 -ELECTRICAL
PLAN
PRESSURE TREATED
D1
-FOUNDATION DETAILS
RISER
D2-MISC.
DETAILS
RADIUS
D3
-1 -STORY WALL SECTIONS
RETURN AIR GRILL
D4-MISC.
DETAILS
REFRIGERATOR
D5-MISC.
DETAILS
ROOM
ROUGH OPENING
SOLID CORE EXT DR
SMOKE DETECTOR
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
STANDARD
SHEAR WALL
SECTION
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESS NOTED
OTIIF.RWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HF,ATER
WROUGHT IRON
,ho
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o
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INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
C1—COVER
PAGE
PG
GN- GENERAL NOTES
PG
1—FOUNDATION
PLAN
PG
1A—DOWEL
PLAN
PG
1B—
LINTEL SCHEDULE (CAST—CRETE)
PG
113.1—
LINTEL SCHEDULE (WEKIWA)
PG
113.2—
LINTEL SCHEDULE (PRO—CRETE)
PG
1C—WIND
LOAD CALCULATIONS
PG
2—FLOOR
PLAN
PG
313—ELEVATION
"B" FRONT & REAR
PG
413—ELEVATION
"B" LEFT & RIGHT
PG
5AB-TRUSS PLAN ELEVATION "B"
PG
6 -ELECTRICAL
PLAN
PG
D1
-FOUNDATION DETAILS
PG
D2-MISC.
DETAILS
PG
D3
-1 -STORY WALL SECTIONS
PG
D4-MISC.
DETAILS
PG
D5-MISC.
DETAILS
Q c�
A R C H T E C T S
Design
p4l/Grouprnc.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA #: 0003325
Z�y
SLTHDIV. & LOT:
TUSCA
SOUTH
LOT#28-�
-V602 Of
PROJECT*
1703.00
MODEL:
f
1970"
GARAGE SWING:
RIGHT
PAGE:
COVER
PAGE
ARCHITECT:
STATE OF FLORIDA
At�
DATE: 12/22/09
SCALE: 1/4"=1'-0"
SHEET
c 1 OP'��
fd
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES 60
VI. DECKS 40
VII. STAIRS AND EXIT WAYS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS 10 (PSF)
C. ROOF LIVE LOADS **
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17
II. CONCRETE TILES 25
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED 120 MPH
II. WIND IMPORTANCE FACTOR (IW) 1.0
III. EXPOSURE CATEGORY B
IV. WIND DIRECTIONALITY FACTOR (KD) 0.85
V. INTERNAL PRESSURE COEFFICIENT (GCPI)
OPEN BUILDINGS 0.00
PARTIALLY ENCLOSED BUILDINGS ±0.55
ENCLOSED BUILDINGS ±0.18
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 WINDBORNE 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, 2007 EDITION.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 120 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2007 SECTION R309.1: 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN'/rINCH 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. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.).
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.
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 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.
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.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. 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. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE
MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, 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, 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 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR
MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA.
HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16"
ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN
BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM Al 85. LAP SIDES
AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS
REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER '/"
D. BEAMS, COLUMNS:
L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/2"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B., NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO.
Fb =1,500 PSI Fv =175 PSI E =1,600,000 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 STUD GRADE SPRUCE PINE FIR 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 2007 FLORIDA BUILDING CODE, 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 FBC 2007..
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" 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 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND
STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER
FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER
REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR
LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN
APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED 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.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED
OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO
COATS, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926
2 -STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2.
A R C H r T E C Ts
Design
Group�nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
zap
StMDIV. & LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
„1970"
GARAGE SWING:
RIGHT
PAGE:
ARCHITECT:
STATE OF FLORIDA
dtZ'oa
DAT3j 12/22/09
SCALE: 1/4"=1'-0"
SHEET
4�
1 GONG. 4 I 11
D1 SLaB D1 D1
• I 141 -011I -oil 1,2'-
-0
iJ 4ol -m" IC%
FOUNDATION PLAN-ELEV. 95A99 &c 99 JTD:) 9 9
■
I's, " 14'-2°
I � 42 6m�
TUBI LAV. I N
Liv.
)EI
/ \ NW. -C.
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-.-l�
40X40 J II O W41 _
SHWR
O'P'T. OWNER'S BATH
24"X24'X12' CONC.
PAD W/3-05 BARS
E.W. ON CHAIRS
- MIN. 3" COVER
(3 -TYP)
■
F—m ml
-31/2" I 8
0 DI
a
O ■ ■
■ ■ _41/2"
4'"
CONIC.
D1 SLAB
4
13140" 11 11_411
-1EY.EVATION "C" & "D"
101-0" 2'-3"
24'X24'X12' CONC.
PAD W/3-"5 5AR5'� 1/2
E.W. ON CHAIRS ,
MIN. 3' COVER I W CONIC. I
(2 TYf=,) I I o 5La8 I
4 -311
1/2
D1 11 -�- I
30'-2
i �%
■
COV. PORCH
SECURE STRAP TO
GONG. W/ (2)-3/16'X2'
TAP -CONS
GONG. SLAB
NIT
US IMPSON WB
UNIROLL STRAP
OR EQUAL
SECURE STRAP t0
UNIT W/ (2) Oax1 1/4
SHT MTL SCREWS
A1C CONNECTION
1'0 PAD DETAIL
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.abdosigngroup.com
AA #: 0003325
SXMDIV. Bel zOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
"1970„
GARAGE SWING:
RIGHT
PAGE:
FOUNDATIO
PLAN
ARCHITECT
STATE OF FLORIDA
bt�'q
DAt*: 12/22/09
Sc :1/4"=1"-0"'
SIMET
1 OF 161
F
t
u
DOWE'L
ALAN ELEVATION "A" 8c 9916"
l i
ELEVATION "C" & "D" J
A R C H IT EC TS
1LL
ALD REAGAN BLVD.
OODFL 327506078-4078oup.com325
BVDDIV. 8c LOT.
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
1970"
GARAGE STfMG:
RIGHT
PAGE:
DOWEL
PLAN
ARCHITECT=
STATE OF FLORIDA
b� 3
dog
JAM S CA ELL
R 012079
[3DA4-E/-. 12/22/09
SCALE: 1/4"=1'-0"
SHEET
1A
OF��
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U -LINTELS
aw
"
LENGTHELE
GRAVITY
UPLIFT
GRAVITY
LATERAL
LENGTH TYPE
8U8
eFa-vB BFt2-0e 16-0 m -m
a- z8-® 32-0
8F8-15 8F12-10 8F16 -1B 8F20- aM4-15 W26 -ID SF32-15
2'-10'(34') PRECAST
2302
3166
4413
6039
1526
9004
10412
11936
3166 4413 6039 1526 5004 10412
11936
3'-6' 142'7 PRECAST
2302
3138
3311
4689
6001
1315
8630
9941
3166 4413 6039 1526 9004 10412
11936
4'-0' (48') PRECAST
2029
2325
2496
3461
4438
5410
6384
'1358
2646 4413 6039 1526 1 9004 10412
11936
4'-&'(54') PRECAST
1651
1181
1913
2651
34031
4149
4896
5644
2110 4021 6039 1526 9004 10412
9668
5'-4' (64') PRECAST
11$4
1223
1301
1809
2311
2826
3336
3846
1665 2889 5051 6096 5400 6424
1450
5'-10'(109 PRECAST
9-12
1000
1059
1414
1889
2304
2121
3131
1459 2464 4144 5458 4431 5280
6122
6'-6' (18') PRECAST
93.1
1255
2101
3263
2146
3358
3911
4585
1255 2101 3396 5260 1134 8995
6090
1'-6" (90') PRECAST
-16-1
1029
1615
2385
1994
2439
2886
3333
1029 1615 2610 3839 5596 6613
5041
9,-4' (1129 PRECAST
513
632
1049
1469
1210
1482
1154
2021
168 1212 1818 2544 3469 4030
3121
l0' -6Y1269 PRECAST
456
482
am
1125
915
1122
1328
1535
658 1025 1514 2081 2114 3130
2404
ll' -4' (1369 PRECAST
445
598
935
1365
1854
2355
1193
2015
598 935 1 1365 1854 2441 3155
4044
12'-0'(144') PRECAST
414
545
864
1254
1689
2014
1510
1818
555 864 1254 1693 2211 2832
3590
13'4'0609 PRECAST
362
421
126
1028
1 1331
1 1635
1224
1418
485 148 1016 1438 1855 2343
2920
14'-0'(1689 PRECAST
338
3131
648
919
1190
1462
1081
1260
455 100 1003 1335 1114 2153
2666
14'-B'fllb'J PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465 165 1310 2045 2610 3185
3165
PRESTR>=SEED
x R
NR
NR
NR
NR
NR
NR
NR
420 695 1250 1855 2310 2890
9410
111-4'C208')PRESTRESSED
N.R.NR
N.R•
NR
NR
NR
NR
NR
NR
310 530 950 1400 1800 2200
2600
19'-4' (232') PR>=STRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
240 400 150 1090 1400 1120
2030
21'-4" (2569 PRESTRESSED
N)z
NR
NR
NR
NR
NR
NR
NR
183 330 610 940 1340 1180
2110
22'-fd'(264'JPRESTIQEBSED
h1JZ
NR
NR
NR
NR
NR
NR
NR
160 300 510 810 1250 1660
1910
24'-01288') PRESTREBSE
NP
NR
NR
NR
NR
NR
NR
NR
130 240 410 120 1030 1350
1610
8" PRECAST & PRESTRESSED U -LINTELS
-REDUCE VALUE bT 25% FOR GRAPE 4m FIELP RE15AR
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
"
LENGTHELE
UPLIFT
UPLIFT
GRAVITY
LATERAL
-8F8
LENGTI-I
-I
12 -IT
I6 -IT
20 -1E6401
eleFlm-mD 8W4-
28 -I
SF32-1T
8U8
8F8
8-2 12-2 16-Z 20-2 8-2 8F32 -2t
2'-10'134'7 PRECAST
21z1
2819
alml
5332
5825
1811
9055
2021
2021
2121 2184 3981 51901.&3088513'-6'
l42'J PRECAST
2165
2289
3260
42316204
1489
5511
1192
1251
1251
2165 2215 3165 4125 5091 6061 1036
4'-0' (489 PRECAST
18181989
1112
2832
3680
4532
5381
6245
938
938
1818 1925 2150 3583 4422 5264 6110
4'-6' (54') PRECAST
1660
1162
2501
3251
4010
4161
5525
121
121
1660 1105 2435 3111 3913 4658 5406
$'-4' 164'7 PRECAST
1393•
1484
2110
2141
3315
4010
4648
505
505
1393 1431 2050 2610 3293 13520 4549
5'-10'00') PRECAST
832
1602
1930
2505
3084
3665
4241
418
418
1315 1815 2441 3010 3583 4151
6'-6' 08') PRECAST
680 049 1302 1162 2225 2690 3151
1200
1133
2250
2169
3290
3812
101
887
M721351
1182 1684 2192 2103 3216 3132
1'-6" (90')PRECAST
4014
912
1415
1466
1914
1901
2354
2351
2191
2191
3240591651029
3245
119
9'-4' (112') PRECASt
801•
612
9130
126131560
3352
1852
2144
454
630
801 1 155 1192 1550 1910 2211 2634
10'49Y1269 PRECAST
11b•
498
193
1021
1261
1496
1131
396
493
116 611 1039 1389 1111 2034 2358
11'-4' (1369 PRECAST
6661
439
696
899
1104
1309
1515363
1611
556
666 535 905 1 1295 1595 1896 2198
12'-0'(144') PRECAST
601•
400
631
816
1001
1186
1312
340
494
631 486 818 1209 1514 1199 2086
13'-4' 060') PRECAST
500•
340
532
686
841
991
1153
302
398
513 409 682 1004 1361 1631 1891
14'-0'(168') PRECAST
2451
316
493
635
118
922
1065
286
360
-;7458•
318 629 922 1254 1561 1816
14'-8' (1169 PRESTRESSED
243
295
459
591
124
851
990
N.R.
35-i
243 352 582 852 1156 1491 1142
I3'-4' (1849 PRESTRESSED
228
218
430
553
611
801
925
N.R•
321
228 329 542 191 1012 1381 1616
11'-4' (208')f'STRE831 D
188
236
361
464
561
610
114
N.R.255
188 216 449 649 814 1121 1389
19'-4' (2329 PRr=STRES8ED
165
201
313
401
490
518
661
N R
204
165 239 383 550 136 940 Iles
21'-4' (2569PRESTRESSED
145 1
186
218
356
433
512
590
N.R
112
142 1 212 336 411 635 1301 993
22'-O'(2649PRESTRESSED
140
180
268
343
418
493
568
N.R
161
131 20 2 1 451 601 111 941
24'-0'(288') PRESTRESSED
121
124
165
IB6
244 1
1 290 1
312
40B
380
538
441
680
515
833
N•R
135
-REDUCE VALUE bT 25% FOR GRAPE 4m FIELP RE15AR
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
"
LENGTHELE
TY V. AE "B"
UPLIFT
GRAVITY
L 1
LATERAL
TYPE
LENGTH
TYPERU
L 2
eleFlm-mD 8W4-
le-®
OW22-
C1�26-
M;P30-05
LENGTH
1513
SWi -113 SWO-IB
eRF14-I13 SWI8-I13 OW2243 BM6-113
0*30-IB
4961
5825
932
1591
3053
2982
3954
4929
5904
6880
4'-4'
(52') PRECAST
1489
5511
853
053
1192 1455 2240 3036 3031 4643 5453
SF32-05/it
(68') PRECAST
924•
1112
1195
2423
1821
3412
4982
6412
1941
9416
10818
4'-6'
(54') PRECAST
1351
1449
2182
2114
3600
4481
5315
6264
1102
3412
4982
6412
1941
9416
10818
3101
3642
830
lice
118 956 1466 1901 2509 3035 3563
832
1602
1550
2058
2566
3015
3585
5'-8'
(68') PRECAST
185
941
680 049 1302 1162 2225 2690 3151
9'-8'
(116') PRECAST
533•
433
808
1123
1413
1104
1153
2162
4014
6412
6516
5814
6839
119
1500
1449
1924
2400
2816
3352
5'-10'
110'7 PRECAST
135
1103
2051
3811
6412
6516
5450
6411
6'-8'
(80') PRECAST
901
1611
2933
2516
3223
3812
4522
B44
901
1611
2933
4100
6130
8111
6101
161
1311
2252
1958
2451
2944
3439
(SOI)PRECAST
665
164
1311
2329
3609
5492
6624
5132
9'-8'
(116') PRECAST
311
420
834
1253
1011
1342
1614
1886
533
928
1491
2119
2618
3595
2815
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
-REDUCE VALUE EST 15% FOR GRADE 40 FIELD RE15AR
PATIO
L- 8
5068 S.G.1r
FAMILY
ROOM
8'-8" GLG.
B
NOOK
C148'-5' CLG.
1
I I
i
I
L_ J
Z O
L- 5 N o
KITCHEN
L fiJ
O O
DINING
3: ROOM
I,- 4
V-8" CLG.
N
LIVING
ROOM
8'-8" CLC.
35 -SH
ARCHED TOP
L- 3
L- 9
25 -SH
EGRESS
BDRM. 3
5'- 8" CLG.
BATH
O8'-8" GLC.
0
f `71 0 0
r-----------�
W.I.C.
LAUN.
8'-8" GLG.
I II
I II
FOYER
8'-8" CLG.
-
&I.
0. BATH
8'-8' GLG.
L-10
25 -SH
BDRM. 2
8'-8" GLGc.
I
I
I
BDRM. 4
8'- 8" CLGs.
I
I n
OWNER'S
SUITE
8'-8" CLG.
GARAGE
8'-8" GLC.
161-01 X _11-011 O.N.
- - - - - - - - - - - - - - - - - - - -
L-1
0
3:d)
p� L-11
CV V
LU
d)
=N
N
LU
O
LINTEL
NO.
LENGTHELE
TY V. AE "B"
UPLIFT
L 1
LATERAL
TYPE
LENGTH
SW& -IT SFSO-rr 91x=14-tt BRFISAT SM22-IT OW26-tt eRF30-I
L 2
BW& -2T OW10-2 SWIS-2T ele-2T DRF22-2T NW26-2 OW30-2
BRU
SRF
4'-4'
(529 PRECAST
1244
1513
2413
3260
4112
4961
5825
932
932
1244 1519 2339 3110 4008 4850 5696
4'-6'
(54') PRECAST
1192
1501
2311
3121
3931
4156
5511
853
053
1192 1455 2240 3036 3031 4643 5453
SF32-05/it
(68') PRECAST
924•
1112
1195
2423
3055
3689
4325
501
Sol
924 1132 1141 2351 2916 3603 4230
5'-10' 110'7 PRECAST
896 0
1138
1142
2352
2965
3$81
4198
469
469
896 1099 1690 2288 2891 3491 4106
4'-6'
(80')PRECAST
118
082
1 1513
2042
2513
3101
3642
830
lice
118 956 1466 1901 2509 3035 3563
SP1&-0B/1T
(909PRECAST
688
b91
1325
1810
2280
2153
3221
110
941
680 049 1302 1162 2225 2690 3151
9'-8'
(116') PRECAST
533•
433
808
1123
1413
1104
1995
516
614
533 521 1009 1369 1128 2088 1 2450
-REDUCE VALUE EST 15% FOR GRADE 40 FIELD RE15AR
PATIO
L- 8
5068 S.G.1r
FAMILY
ROOM
8'-8" GLG.
B
NOOK
C148'-5' CLG.
1
I I
i
I
L_ J
Z O
L- 5 N o
KITCHEN
L fiJ
O O
DINING
3: ROOM
I,- 4
V-8" CLG.
N
LIVING
ROOM
8'-8" CLC.
35 -SH
ARCHED TOP
L- 3
L- 9
25 -SH
EGRESS
BDRM. 3
5'- 8" CLG.
BATH
O8'-8" GLC.
0
f `71 0 0
r-----------�
W.I.C.
LAUN.
8'-8" GLG.
I II
I II
FOYER
8'-8" CLG.
-
&I.
0. BATH
8'-8' GLG.
L-10
25 -SH
BDRM. 2
8'-8" GLGc.
I
I
I
BDRM. 4
8'- 8" CLGs.
I
I n
OWNER'S
SUITE
8'-8" CLG.
GARAGE
8'-8" GLC.
161-01 X _11-011 O.N.
- - - - - - - - - - - - - - - - - - - -
L-1
0
3:d)
p� L-11
CV V
LU
d)
=N
N
LU
O
STM 4VETC LINTEL SCHEDULE
LINTEL
NO.
LENGTHELE
TY V. AE "B"
ELEV. T' "GE e "D" COMMENTS
L 1
1l'-4'
81=28-15AT
eF36-15AT
L 2
4'-4"
SR=22-0B/iT
8 30-015AT
L 3
5'-4"
8RF22-08/1T
N/A
L 3A
4'-6'
N/A
8F16-013/IT
L 313
4'-6'
N/A
SFl&-05AT
L 4
4'-6'
81=24-013/IT
BF16-05AT
L 8
4'-6'
SF24-05AT
SF32-05/it
L 6
4'-6'
5=24-08/IT
51=16-05/1T
L 1
4'-6'
81=24-05/IT
8F16-05AT
L 8
6040"
S--24-[BAT
SF32-IB/1T
L 9
4'-6'
SF24-05/It
SF16-05AT
L 10
4'-6'
SF24-013/IT
8F16-0B/1T
L 11
4'-6'
SF24-013/It
SF16-013/11
L 12
4'-6'
8=24-05AT
SP1&-0B/1T
L 13
4'-6'
SF24-05/IT
SF16-05/IT
SF1�-0,13/iT
SF1�-18/1T OIRF30-05AT OF32-05/1T SF32-15/1T
STM 4VETC LINTEL SCHEDULE
LINTEL
NO.
LENGTHELE
TY V. AE "B"
ELEV. T' "GE e "D" COMMENTS
L 1
1l'-4'
81=28-15AT
eF36-15AT
L 2
4'-4"
SR=22-0B/iT
8 30-015AT
L 3
5'-4"
8RF22-08/1T
N/A
L 3A
4'-6'
N/A
8F16-013/IT
L 313
4'-6'
N/A
SFl&-05AT
L 4
4'-6'
81=24-013/IT
BF16-05AT
L 8
4'-6'
SF24-05AT
SF32-05/it
L 6
4'-6'
5=24-08/IT
51=16-05/1T
L 1
4'-6'
81=24-05/IT
8F16-05AT
L 8
6040"
S--24-[BAT
SF32-IB/1T
L 9
4'-6'
SF24-05/It
SF16-05AT
L 10
4'-6'
SF24-013/IT
8F16-0B/1T
L 11
4'-6'
SF24-013/It
SF16-013/11
L 12
4'-6'
8=24-05AT
SP1&-0B/1T
L 13
4'-6'
SF24-05/IT
SF16-05/IT
ELEVATION "A" & " B" CAST -CRETE LINTEL Su"HEDULE
MAT RIALS GENERAL NOTES "5 RESAR At TOP`
SAFE LOAD TABLE NOTES MIN. (1) REQ'D
1-1/1' CLEAR
1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled T`rf=E DESIGNATION 7
I. F'c precast Iintele is 3500 psi. 1. Provide full mortar head and bed joints, lintels must be reduced by 209. if beartng length is lees than 6-1/2'.
2. f'
2filled lintel'
■
3. Pon grout ■ 3000 pat w/ maximum 3/8" aggregate. 3• Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. • Not Rated. G�IJANTitT OF "5 RESAR AT ;••
4. Concrete masonry units (CMU) per ASTM C90 w/ 4. LTntals are manufactured with 5-1/2 long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section bpectFied. QUANTITY
OF 007 RE CAVITY
minimum net area compressive strength ■ 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 Field rebar. u1 - �4S '■ -GROUT
5. Rebar provided in recast lintel per A5TM A615 GR60. 5. All lintels moist or exceed L/360 vertical deflection, except Iintele 1l'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing F Fin `:'
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. 8 -- }�/�
6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity_ 6. One 01 rebar may be substituted for two "'5 rabars in 8' lintels only. +--� � ' ' 05 LINTr At BOTTOM
1. 1/32 diameter wire stirrups are welded • �
dad to the bottom steel For mechanical anchorage. INT CAVITY
OF
210 I L EL
ow relaxation.
9
The designer may evaluate concentrated s from F
1. ad load m the ears load tables b
1. 1/32 wire per ASTM A31ra. 8. Cast -In-place concrete may be provided in composite lintel In lieu of concrete masonry unite. calculating the maximum resisting moment and shear at d -away from the Face or support. NOMINAL WiDtN� GrilANtltT OF 5 50TTOM REINF'ORGMG
S. Mortar per ASTM C210 type M or S. S. Safe load ratings based on rational design analysts per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT-]REBAR At TOP 1-5/01AC UAL PROVIDED IN LINTEL
9. All safe loads in units of pounds per linear Foot. 8' NOMINAL WIDTH (VARIES)
A R C H IT EC TS
441 N. RONALD REAGAN BLVC
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA #: 0003325
SLTBDIV. 8a LOT:
TUSCA
SOUTH
LOT#28
PRO JEC T#
1703.00
MODEL:
111970"
GARAGE SWING:
RIGHT
PAGE:
LINTEL
SCTTEDULE
(CAST -CRETE)
ARCHITECT
STATE OF FLORIDA
j1009
JAIy1L--�N Al2M0W79 LL
64R
DATE: 12/22/09
SCALE: 1/4"1'-0"
SHEET
OF'
113)16
UJ E < I UJB P;V/0'
CONCRETE FROIDUCTe, INC.
P.O. BOX 219 ZELLWOOD, FL 32798
(401) 886-2511
1-800-654-5139 FAX 401-886-0195
LINTEL
NO.
LENGTH
TYPE
ELEV. "A" 411=3"
TYPE
ELEV. "C" 4'15"
COMMENTS
L -I
1-1'-4'
8/28-5-I1J/1L
8/3ro-S-IUAL
NR ■ Not Recommondad
L-2
4'-6'
8/22-S-1U/0L
8/30-S-IU/0L
RECESSED
L-3
5'-4"
8/22-5-11LI/OL
N/A
RECESSED
L -3A
4'-6'
N/A
8/16-5-IU/0L
8491 10000 10000 10000 10000 10000
L-35
4'-6"
N/A
8/16-S-IU/0L
4011
L-4
4'-6"
8/24-6-1U/OL
8/16-S-1U/0L
10000
L-5
4'-6'
8/24-5-1U/01-
8/32-5-IU/OL
PRECAST
L-6
4'-6"
8/24-S-1U/0L
8/16-S-1U/0L
10000
L-1
4'-6'
8/24-5-1U/OL
8/16-S-1U/0L
10000
L-8
r0' -roe
8/24-6-1U/1L
8/32-6-I1J/1L
5078
L-9
4'-6'
8/24-5-1U/OL
8/16-6-11LI/0L
10000
L-10
4'-6'
8/24-S-1U/0L
8/16-6-1U/0L
1298
L -I1
4'-6'
8/24-S-1U/0L
8/16-S-1U/0L
100001
L-12
4'-6'
8/24-5-1U/0L
8/16-5-1U/0L
W-4'
L-13
4'-ro'
8/24-5-1U/OL
8/16-5-1U/OL
4823
ELEVATION "C" & "D"
9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" d 'D"
L— 5
Length e9th Tpa
2'-10' Precast
3'-6' Precast
4'-0' Precast
4'-6' Precast
4-8' Precast
V-4' Precast
5'-10' Precast
b'-6' Precast
T -b' Precast
7'-8' Precast
01-0' Precast
8'-4' Precast
9'-4' Precast
10'-6' Precast
111-4' Precast
12'-0' Precast
12'-6' Praeaet
13'-4' Precast
14'-0' Precast
14-8' Preetresl
ARCHED TOP
L-1
L— 3
9999 99
ELEVATION A & JD
8'-8' BEARING HEIGHT THROUGHOUT ELEVATION "A' B '5"
WEKIWA LINTEL SCHEDULE
13
899 LINTEL UPLIFT
1237 LINTEL GRAVITY
899 LINTEL GRAVITY
LINTEL
LINTEL
19'-4' IfIreistressed
20'-0' Prestressed
21'-4' Prestressed
Tie
SAFE GRAVITY LOADS
22'-0' Prestressed
TO
LEN[&T
24'-0' Prestressed
1
NR ■ Not Recommondad
ARCHED TOP
L-1
L— 3
9999 99
ELEVATION A & JD
8'-8' BEARING HEIGHT THROUGHOUT ELEVATION "A' B '5"
WEKIWA LINTEL SCHEDULE
13
899 LINTEL UPLIFT
1237 LINTEL GRAVITY
899 LINTEL GRAVITY
LINTEL
LINTEL
SAFE LATERAL LOADS
(PLF)
SAFE GRAVITY LOADS (PLF)
Tie
SAFE GRAVITY LOADS
PLF
TO
LEN[&T
TYPE
V.
PLAIN
0/8-8-0
Bn2-8-0L
8nb-B-OL 8/20 -S -0L 8/24-8-0L
418-8-0 8/32 -8 -OL
6/6 -6 -IL M2 -5 -IL an6-S-1L a/20-rwL a/24 -6-1L 8/28 -S -IL 8/32-8-1L
2'-10'
PRECAST
6021
84el
7106300wo
1000084e
10000
10000
10000
10000
8491 10000 10000 10000 10000 10000
10000
3'-6'
PRECAST
2603
4011
9339
10000
10000
10000
10000
10000
4011 10000 10000 10000 10000 10000
10000
4'-0'
PRECAST
1821
2921
6133
9515
10000
10000
10000
10000
2921 1853 10000 10000 10000 10000
10000
4--b'
PRECAST
1398
2214
5078
1119
9284
10000
10000
10000
2214 5412 10000 10000 10000 10000
10000
4'-8'
PRECAST
1298
2111
4660
6588
8520
100001
10000
10000
2111 4902 10000 10000 10000 10000
10000
W-4'
PRECAST
1006
1651
3409
4823
6239
1658
9011
10000
1651 3556 6431 10000 10000 10000
10000
5'-10'
PRECAST
848
1461
3001
5111
6888
10000
10000
10000
1461 3001 5111 8888 10000 10000
10000
b'-6'
PRECAST
'110
1232
1 2440
3934
1 6250
Mai
100001
0000
6250 10000 10000
1232 1 2440R94
10000
1-b'
PRECAST
564
1001
1918
loyff
4346
646
10000
10000
1001 1918 4346 6461 10000
10000
1'-8'
PRECAST
544
915
18494131
wow
1'-8'
6010
9245
10000
915 1849 4131 6010 9245
10000
8'-0'PRECABt
.0A..)
511slb
leem
1124
—
10000
3151
5030
1958
10000
916 1724 2602 3151 5405 1958
10000
8'-4'
PRECAST
482
864
1615
2415
3444
4866
6983
10000
864 1615 2415 3444 4810 6983
10000
9'-4'
PRECAST
411
141
1361
1991
2168
3169
5124
1061
147 1361 1991 2168 3169 5124
1061
10'-6'
PRECAST
349
636
1148
1649
2231
2962
3883
5094
636 1148 1649 2231 2962 3883
5094
11'-4'
PRECAST
315
614
1028
1465
1964
2566
3305
4239
514 1028 1465 1964 2566 3305
4239
12'-0'
PRECAST
492
533
950
1343
1189
2316
2951
3134
533 950 1343 1189 2316 2951
3134
12'-6'
PRECAST
211
505
898
1264
1616
2131
2130
3426
505 898 V64 1616 2151 2130
A426
13'-4'
PRECAST
45S
464
822
1151
1515
1935
2425
3010
464 822 1151 1515 1 1935 2425
3010
14'-0'
PRECAST
$39
436
169
1013
1406
1186
2225
2141
436 1 169 1013 1406 1186 2225
2141
14'-8'
PRESTRESSED
N.R.
N.R
N.R
N.R
14.V
N.R.
N.R
N.R
480 811 1234 1421 ills 2188
2662
15'-4'
PRESTRESSED
N.R.
N.R
211Dn
Die "3 mw 2101 86 53
N.R.
N.R.
N.R.
N.R
N.R.
454 165 1160 1331 1660 2032
2459
11'-4'
PRESTRESSED
N.R.
N.
262
494 1001 94 W046 261D 33914216
N.R.
N.
N.R
MR
N
3139 652 992 Illl 1379 1611
1 1991
19'-4'
PRESTRESSED
N.P.
N.R.
216067
1262 Lilr2 22204
N.R.
N.R.
N.R.
N.R.
N.R.
339 561 549 960 1111 1415
1 1616
20'-0
PRESTRESSED
N.R.
N.R.
N.R.
N.R.
X.R.
N
N.R
I N.R.
325 543 812 911 1122 1345
1 1590
21'-4'
PRESTRESSED
NR
N.R
N.R
00
N.R.
N
N.R.
N. R.
295 1500 146 840 1024 1224
1441
22'-0'
PRESTRESSED
NR
N.
N.R.
N.R.
N.R
N.R.
N.R.
N.R.
26 481 111 Bob I 981 1111
1316
24'-0'
PRESTRE88ED
N.R
N.R.
N.R
N.R
N.R
N.R
N.R
N.R.
203 3 0
0
N.R. - Not RSCOMmen0e0
NR -Not P.W.0welded
8" LATERAL TABLE
LINTEL
SAFE LATERAL LOADS
(PLF)
! INCH
Tie
SAFE GRAVITY LOADS
PLF
2-
s
Tafel12'
L th
TWO
3'-6'
12/8 -6 -OL
12/12 -6 -OL
12/16-8-01.
12,70 -6 -OL
12/24-8-01-
12/26-6-01-
1 12/32 -8 -OL
Plain 12/8 -6 -IL 12/12-6-L 0/16 -8 -IL 0/20.6-L 0414 -8 -IL 2/26-6-L
12/32.6-L
7'-10'
Reset
4-8'
2524
830
1600
5'-4'
Pretest
110
1400
1420
vvm 101¢100
Precast
3' 6'
Roust
Precast
vAl
W4
10000
10000
100000000
440
10000
3204
173 10000 10000 wom 10000 0000
10000
430
Precast
81-01
Precast
61D
9599
IB' -4'
1 Precast
Precast
620
59113
22423w
4394 10000 10000 loom loom
10000
4'-6'
Proust
IV -6'
006
151103
1203
9304
10000
10000
10000
1122
3421 000 WNW loom ivy"
wygy
4-8'
Recast
11'4'
1
4680
6601
13'.4-
10000
2?0
loose
—loom
1598
3185 121 We" 10000 10000 10000
10000
5'-4'
Recast
k-8'
2011p4021
110
390
411731
Prestressed
165
310
039
2493 5230 860 !0000 10000
10000
B'-10'
Proust
19'-4'
24155
4429
4,534
owt
10000
110
1 10000
1044 06 4423 8091 10000 10000
10000
100•6'
Precast
22'-C'
20"
35m
B410
10211
9632
w000
--jover
814 1053 ee622j5 loom 10000 10000
loyff
1'•6'
Recast
35W
6
m-
2621
4650
1250
-Y121
Ivoov
loom
b92
1:04 2NI 46571 12W vy" Imm
wow
1'-8'
Recast
10000
19715
2115
4463
eml
.0A..)
loom
leem
610 1466 21m 4463 6891 10000 10000
—
10000
6'-O'
Precast
Precast
2020
I S36
4119
6268
696
lvm
wow
62914W
1310 2536 41111
6'-4'
Recast
1396
2315
3973
5946
1696
1141
10000
593
315 M3 5146 111421 lymy
loom
9'-4'
Roast
1106
1169
2011
31162
4619
6,522
9111
PLw-
506
1124 2011 3162 4619 652 Ill
loom
10-6'
Precast
Prouet
OI
1689
2611
3132
26
6904
8634
430
951 1689 7611 3132 5126 6904
W48
"'-4'
Precast
1132
9µ
1514
319
218
4439
b
1301
388
1514 2311 6
8516
12'40'
Precast
641
8'-4'
2121
2W4
4001
5241
9,490
360 —1"1
801 1"1 2121 2984 4001 0,241
d"Im
12'-6'
Preceet
489
0
20M
2126
YU2
4904
"m
341
1320 132 4654
6,221
0'.4-
1 Recast
7490
124
12015
341
43LS
U23
314
1 A=— tZen 1992 2521 55* 4315
5464
14'-91'
Recast
T741
6
1131
Illem
23"
3ml
3w]
4604
295
96 I
49 -Ib
14.V
Recast
100
1690
18
3m
111451
211Dn
Die "3 mw 2101 86 53
K
6'-4'
promet
08
442
Wei
1494
2048
2615
746
3110
262
494 1001 94 W046 261D 33914216
bbb
11'4'
Recast
1261
1461
17'•0'
1267
19
2018
41201AN_
216067
1262 Lilr2 22204
612,-6,Preaaet
NR -Not P.W.0welded
8" LATERAL TABLE
LINTEL REINFORCEMENT SCHEDULE
.• :: UNTEL LENGTH•i::•i:•:i �:ii :•:;:•:�;:::r::11:•11//:•/::•:iii•:ii•:i•:;<i':REINFORCEMENT:•:i•ii:;•:
LINTEL
SAFE LATERAL LOADS
(PLF)
! INCH
Tie
L5AIIN
P
FOS
2-
s
1900
3650
3'-6'
Recast
1300
2550
4'-0'
►! 1
1010
2100
4'•6'
Preset
900
1'150
4-8'
Precast
830
1600
5'-4'
Pretest
110
1400
Freest
Precast
625
wo
Precast
Recast
540
1050
T-6'
Precast
440
8913
1'-B'
Precast
430
650
81-01
Precast
410
820
IB' -4'
1 Precast
Precast
620
59113
'
Precast
340
10000
IV -6'
Precast
300
600
11'-4'
Precast
215
550
12'-0'
Recast
255
510
11'4'
Precast
45
490
13'.4-
Precast
2?0
450
14'-0'
Precast
210
430
k-8'
Prestressed
110
390
ID'.4'
Prestressed
165
310
'
Prestressed
145
320
19'-4'
Fteetressed I
130
280
O'- '
tressed 1
110
50
1032
tressed 1
115
235
22'-C'
Prestressed 1
110
0831
24'-0'
Beed
100E2091
10000
dad
NR ■Not RseOmmerded
1415
LINTEL REINFORCEMENT SCHEDULE
.• :: UNTEL LENGTH•i::•i:•:i �:ii :•:;:•:�;:::r::11:•11//:•/::•:iii•:ii•:i•:;<i':REINFORCEMENT:•:i•ii:;•:
(U 15 CONTINUOUS
iiiiiiiii:iiiii::iiii4::i.i:
! INCH
INCH: iiiiijii:i::i'A'
REINFORCEMENT :;::;:::::•:;/ :'B" REINFORCEMENT :•i:•:•i:•:•:
T-10' TO 64'
2'-10' TO 6.6'
2 #3
NONE
5'-10" TO U-6"
5'-10" TO 6-8"
2 #4
NONE
T -r TO IN'
7'-6' To 94"
(2)#5
NONE
9'-4' To 14'-0'
9'4' To 17'4"
2 #5
f2)#3
14'-6' TO 15'-4'2
SEE SCHEDULE
7116' PRESTRESSED
2 #3
1T4"
43
000
2 7116'PRESTRESSED
2 #4
19'4' TO 22'4!'
Freest
7116' PRESTRESSED
(2)#5
REFER TO LINTEL SECTION FOR REINFORCEMENT LOACTIONS
r
(U 15 CONTINUOUS
3113
T wo
SAFE UPLIFT LOADS PLF
8'X16' KNOCKOUT 15LOCK
3' 8'
PBI CONC. FILL
590
IN FIELD)
lCO��33N??CRETE PLACEDLL
ttilCO V; • • 1 !
r °
tiP TO 4' t&H �
�1m
(1) e5 CONTINUOUS
17/18 -5 -IU
(OPTIONAL)
-
1/32' STIRRUPS AT 4'-0' ee
r�
12/12-6.21.1
ICV
'A' BARS (MAIN RENFJ
12/24-6-2U
SEE SCHEDULE
1$'
11, TYPICAL COMPOSITE LINTEL SECTION
19 99 1 INTFI UPI IFT
NR - Not IEeicoleneuied
8" RECESS DOOR HEADER
LATERAL TABLE
RECESS DOOR HEADER
LINTEL
Total8'
Length
T wo
SAFE UPLIFT LOADS PLF
W RECE66ED
FILLED
3' 8'
Total
590
12/8-5-N
1241 -5 -IU
12/16 -5 -ILL
l2no-8-U
12/24 -5 -ID
17/18 -5 -IU
12/32-5-U
L -191h
1J�°
12/134-21,1
12/12-6.21.1
Cn6-6-2U
12/10-8-21.1
12/24-6-2U
04184-21.1
12/32-6-2U
2'-10'
Precast
43
000
loom
10000
10000
10000
10000
Freest
10000
10000
10000
III
3'-6'
Precast
15031
8602
10000
10000
IdDeve
WOOD
10000
Proust
9242
10000
B'-0'
10000
10000
10000
'
4'-O'
Precast
620
59113
10000
loom
10000
10000
WOO
10000
10000
550
1110
124
46615
6608
6681
loom
10000
1 480
4--b'
Precast
922
460
910
13'.4-
Precast
430
loom
14'-0'
Precast
24,31
4298
6060
1843
Wl
10000
10000
4-8'
Precast
642
a02b
10'em
10000
630
10000
10000
Iwo
3129
4426
6112S
1032
0336
9640
5'-4'
Preeeet
1379
5142
0831
loom-
10000
10000
10000
1415
2533
35W
4650
109
6168
1821
5'-10,
Protest
42
10000
10000
100041
1146
1511
21S&
3621
4441.
6211
6
6' 6'
Precast
2020
3015
155615
12W
8966
10000
loom
2604
7
PrecastORO
1621
1621
851
4064
57
6492
1106
6970
'm
Lw
1910
2416
3041
3601
4112
Prouet
7114
4
61113
WE,
04131
105
1211
1132
2245
2158
211
3184
B'-0'
Precast
19
2466
8516
4566
Ei6ij
T
8'-4'
Pneast
93
fin
249
516,
3208
7 "
4wpj
75y
5126
2W11
6085
344157
1045
489
851
01
1931
2797
2652
9'-4'
Recast
3
7490
3233
368
9113
1466
T741
2015
b' -b'
Precast
31
1910
483
8051
30
4203
536
53
11'-4'
Proust
08
1
5
466
bbb
666
1066
1261
1461
17'•0'
Reale!
R642
612,-6,Preaaet
421
602
184
966
1141
1329
900
1281
1616
2064
2462
2840
361
00
666
87
919
II 34
13'-4-
PreeeA
439
115
1111
182
2111
2493
35
483
591
128
066
1004
14,.0,
precast11157
391
2194
219
401
524
641
169
097
W.B.
Preadmit
350
621
892
1161
1431
1101
1912
241
151
466
61b
685
15'-4'
Precast136
314
".3
803
1046
law
1534
nis
931
29337
412
491
51026D
114,
Recast
148
-15
NR - Not IEeicoleneuied
8" RECESS DOOR HEADER
LATERAL TABLE
RECESS DOOR HEADER
SAFE LATERAL. LOADS
IPLF)
Total8'
Length
T wo
t CE88ED
PLAN
W RECE66ED
FILLED
3' 8'
R wAst
590
1115
4'-0'
crust
1110
1550
2
Precast
4W
1450
4'4
Precast
165
2540
4-8'
Recast
415
040
5'4'
Recast
320
950
6 -8'
Freest
250
160
T-8'
Precut
200
640
W.S.
Precast
160 1
490
12" RECESS DOOR HEADER
LATERAL TABLE
RECESS DOOR HEADER
SAFE LATERAL LOADS
(PLF)
Total
Length
T re
2' RECE38ED
PLAN
0' RECESSED
FILLED
3'-e'
Reca"t
2025
3210
4'-0'
Recast
1110
2860
4'-2'
Rwast
1650
2690
4'4
Recast
1515
2540
4.8'
Precast
1420
2290
5'-8'
Recast
Precast
11060
6'-8'
Precast
815
1425
1' e'
Precast
130
090
11
Recast
550
we
1) -S CONTINUOUS
3000 PSI CONC. FILL
(CONCRETE PLACED N FIELD)
TOP LECs 5ARgS:
LEG UPTTO I=4' -V LENGTHS
1/32' STIRRUPS o 4'-0' C/C
I (i) 65 CONTINUOUS
" :: (OPTIONAL)
'A' BARS (MAIN RENFJ
SEE SCHEDULE
a J LA I I 1 '13' 13ARS - SEE SCHEDULE
12" LATERAL TABLE
K t y TIM
18
SAFE LATERAL LOADS
(PLF)
TYPICAL LINTEL 8"x8" SECTION
lyes
IONAL 5T
F
FILLED
37DF LEG AgRBR
Precast
LEU UFT 14'=t0'ETNS
6900
3'-6'
Precast
2400
1/32' STIRRUPS • 4'-0' C/C
4'-0-
Precast
1950
d11C0
Ln
Precast
�I(V
'.� .+:111. ••
I'TICNAL 55
r
Preuet
1550
3200
'A' SARK (MAIN REINFJ
Precast
-1dJ
2580
51.10'
SEE SCHEDULE
1160
2250
6'4'
Prepwat
'8' 15ARS - SEE SCHEDULE
11
11„
820
4 4-'
Proust
i1
1600
B'-0'
all
150
TYPICAL LINTEL 128x8" SECTION
12" LATERAL TABLE
1) sb CONTINUOUS
Seco PSI GONG. FILL
(CONCRETE PLACED N FIELD)
I ' TOP LECs 5AppR8:
' U� TO 14 LENGTI46
lU 05 CONTINUOUS
(OPTIONAL)
i ^�N p gA�g (CAIN RENFJ
iv 238E SCHEDULE
61 a 1/32' STIRRUPS AT 4'-0' cc
it 19
TYPICAL LINTEL 8"X8" RECESSED SECTION
-
I ARCHITECTS
-1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
SUB-
DIVISON
LOT# ----
P'ROJECT#
1"703.00
MODEL:
"1970"
GARAGE /SWING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(WEKIWA)
ARCHITECT-
STATE OF FLORIDA
btr'e
LL
TY'FE (DESIGNATION
NOMINALWIDTN/NEICsHt OF LINtEL DATE: 11/09/09
PLAIN OR 50LID LINTEL 69CALM: 1/4"=1'-0"
8 E
LNO. OF ADDITIONAL "5 EARS IN UPPER B. lorl
0OR LOWER LNTEL CAVITY
LINTEL
SAFE LATERAL LOADS
(PLF)
Wreth eta
lyes
y�
PIN
LA
F
FILLED
2'-10'
Precast
3500
6900
3'-6'
Precast
2400
4115
4'-0-
Precast
1950
3880
4'-6'
Precast
1650
3450
4-8'
Preuet
1550
3200
5'4
Precast
1320
2580
51.10'
Recast
1160
2250
6'4'
Prepwat
1000
P60
Recast
820
1650
Proust
800
1600
B'-0'
Recast
150
1530
'
Recast
120
9'-4'
I Precast
640
1210
10'-6'
1 Precast
550
1110
I'
Precast
510
1000
12'-0'
et
1 480
1 950
4'
Precast
460
910
13'.4-
Precast
430
850
14'-0'
Precast
400
800
14.8'
Proust
380
160
15'-4'
Prxeet
350
730
'
Precast
320
630
NR - Not Rocamended
1) sb CONTINUOUS
Seco PSI GONG. FILL
(CONCRETE PLACED N FIELD)
I ' TOP LECs 5AppR8:
' U� TO 14 LENGTI46
lU 05 CONTINUOUS
(OPTIONAL)
i ^�N p gA�g (CAIN RENFJ
iv 238E SCHEDULE
61 a 1/32' STIRRUPS AT 4'-0' cc
it 19
TYPICAL LINTEL 8"X8" RECESSED SECTION
-
I ARCHITECTS
-1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
SUB-
DIVISON
LOT# ----
P'ROJECT#
1"703.00
MODEL:
"1970"
GARAGE /SWING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(WEKIWA)
ARCHITECT-
STATE OF FLORIDA
btr'e
LL
TY'FE (DESIGNATION
NOMINALWIDTN/NEICsHt OF LINtEL DATE: 11/09/09
PLAIN OR 50LID LINTEL 69CALM: 1/4"=1'-0"
8 E
LNO. OF ADDITIONAL "5 EARS IN UPPER B. lorl
0OR LOWER LNTEL CAVITY
A R C H 1 T E C TS
roup-inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA M 0003325
SvsDIV. & LOT:
SUB-
DIVISON
LOT#_-_-
PROJECT#
1'703.00
MODEL:
"19'70„
GARAGE SING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(PRO -CRETE)
ARCHrrECT:
STATE OF FLORIDA
R NO12079 ..i
D : 11/09/09
scm
SHEET
I B. 2or
O
C
3 I 1
0 0
ELEVATION A & 99B99
BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 '5'
NVIAN01� �s 01
WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
5UILDING CODE, 2004 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN
THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5
WIND PRESSURES ARE BASED ON WIND SPEED-120MPH (3 SECOND GUST)
IMPORTANCE FACTOR =1.0
EXPOSURE CATEGORY=5
MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING
I , �
1.2'-4" „ ll' -4" , 2'-4' I.
Z" -tZONE 5
- P = +21.8 / -26.55
ZONE 4
p = +21.8 / -24.0
PERCENTAGE OF AREA WITHIN ZONE 4:
A4=11.33-16=0.71 ft
PERCENTAGE OF AREA WITHIN ZONE 5:
A5=4.66_ 16=0.29ft2
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p = 21.8 (0.9) + 21.8 (0.10)
= 19.62 + 2.18
= 21.8 psf
AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR:
p = -24,0 (0.71) + - 26,55(0.29)
= -17.05 + (-7.7)
= -24.75 psf,
AVERAGE GARAGE DOOR PRESSURE:
p=21.8/-24.8
CALCULATION'KI;
26-6H 26-6N
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
REMARKS
120 MPH VV1ND
1
112
16''0 X 1'-0
GARAGE DR.
5
18.3/ -22.4
21.8/ -26.1
2
20
3068 DR
4
20.8 / -22.6
24.1/ -26.9
3
22
35-51-1
ARCHED TOP
4
20.1/ -22.5
ELEV.
'All 4 "g"
24.6/ -26.8
4
11
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -21.3
5
10
23-6H
4
21.8/ -23.6
25.9/ -28.1
6
11
25 -SH
4
21.1 / -22.9
25.1/ -21.3
1
11
25 -SH
5
21.1 / -28.0
25.0/ -33.1
8
33
5'-0" X 6'-8'
S. G. D.
4
202/-220
24.0/ -263
9
11
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -21.3
10
11
25-5H
EGRESS
4
21.1 /
25.1/ -21.3
11
11
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -21.3
12
1-1
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -21.3
13
11
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -21.3
14
19
26 -SH
4
20.9/ -22,1
ELEV.
"C" 4 'D"
24.8/ -21.0
15
19
26 -SH
4
20.9/ -22.1
ELEV.
"G" 4 "D"
24.8/ -21.0
j l 15 14 ENTRY
I I II
------------
ELEVATION " C " 99D99
9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 'D'
A R C H IT EC TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA #: 0003325
SVHDIV. 8a LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
"1970"
GARAGE SWING:
RIGHT
PAGE:
WIND LO AD
CALCULATIONS
ARCHITECT:
STATE OF FLORIDA
JAMA�Ad�lOA2A
N LL
DA*: 12/22/09
SCALE: 1/4"=1'-0"
SHEET
Ic OF10
a
I
a
�NICH� DETAIL
u
�A
-11 � f 1",
u
KITCHEN DETAIL
ARCH DETAIL
u
�_7_ — — — — ____
1
N
N
1
N
40'-0"
14'-4" 1V-4' 2'-4" 12'-0"
lo" 5'-2"
PATIO
1'-0" x 5'-0'
5068
25 -SH
EGRESS
25 -SH
.. EGRESS
SQ.FT.
0
LIVING
GARAGE
ENTRY ELEv. 'A","5I,V, 4
ENTRY ELEV. 'C" 4 'D'
AGTI1/E
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
61
�
�
N
3:I
SQ. FT.
5Q. FT.
SQ. FT.
SQ. FT.
BDRM.3 1 1
BDRM. 2
CIA
N
1
N
40'-0"
14'-4" 1V-4' 2'-4" 12'-0"
lo" 5'-2"
PATIO
1'-0" x 5'-0'
5068
25 -SH
EGRESS
25 -SH
.. EGRESS
STONE. -/ARCHED TOP V. STONE.-
ELEV.
TONE-ELEV. N I ELEV.
1�1 � IID II 1�1 r IDn
4'-8"V-4" 4'-(o" -6" -0" 16 "
'-0
711
I 14'-0" 6'-0" 20'-0"
40'-0"
�9 9�
FLOOR P LAN 1E LEVATION�9 99 A & B
8'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 'S"
0
11
0W
1 w
civ W
®r-
—I -
III
EXTERIOR MASONRY
WALL BRG. HEIGHTS
11111111111111111
MODEL SPECIFICATIONS
GARAGE DRYWALL TO 5E
TAPED, UNPAINTED, UNFINSHED
f WINDOW SILLS TO BE OPTIONAL
• MASTER AND SECONDARY BATH
TO RECEIVE 36" MIRROR
+ VANITY MIRRORS TO BE RAISED
OFF 5AGKSPLASH
ALL DOORS ARE 6'-8' HIGH
UNLESS NOTED OTHERWISE.
SQ.FT.
CALC.'S
LIVING
GARAGE
ENTRY ELEv. 'A","5I,V, 4
ENTRY ELEV. 'C" 4 'D'
AGTI1/E
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
----- —
3:I
SQ. FT.
5Q. FT.
SQ. FT.
SQ. FT.
BDRM.3 1 1
BDRM. 2
LC
8'-8" C. 1 B 0
8'-8' CLG.
8
9 _
(CARPET) 1
(CARPET)
wT
3-0 1 0
_
FAMILY'
1 N
6
ROOM
I�
8'-S' CLC.
A\ �
-� � •
(CARPET)
N
1
I BF.
.�
ti
2'-4°
8' -loll
'
m BATH
X � u 8'-8' CLG. ILAV., BDRM. 4
0 OITILE) 1 8'-8' CLC.
(I (CARPET)
— — — — — TILE LINE—
(''''—''�
N1
3-0 '
pC, SF. a
NOOK �
----- ------
�
�I W.I.C.
8'-8' GLCz.
8'-8' CLG. I
(TILE)
1 (CARPET) —
—
11'-l0"
2'-2" 12'-0"
21I
,?I ch
OWNER'S
2
I ?s o SUITE
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o N
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14'-4"
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BF. WC.
DINING
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S' -S' CLG.
`
A/C R/A2"
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STEEL
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PIP(CARPET)
m' ' - loS1.4" A/c PLATFORM
14'-4"
�
z
■
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0
COPT. II OPT.,
I 11 i
r22" X 54"
W. D.
II I
I ATTIC I
LAGCE55 J
'
NICHE
1
141-611
1"
LIVING
FOYER
'
ROOM ?-
8'-8' CLC.
GARAGE
8'-8" CLG.
(TILE)
8'-8" CLG.
(CARPET)
_MT_
�
e
I
ENTRY
16'-0" X -1'-0' O.H.
STONE. -/ARCHED TOP V. STONE.-
ELEV.
TONE-ELEV. N I ELEV.
1�1 � IID II 1�1 r IDn
4'-8"V-4" 4'-(o" -6" -0" 16 "
'-0
711
I 14'-0" 6'-0" 20'-0"
40'-0"
�9 9�
FLOOR P LAN 1E LEVATION�9 99 A & B
8'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 'S"
0
11
0W
1 w
civ W
®r-
—I -
III
EXTERIOR MASONRY
WALL BRG. HEIGHTS
11111111111111111
MODEL SPECIFICATIONS
GARAGE DRYWALL TO 5E
TAPED, UNPAINTED, UNFINSHED
f WINDOW SILLS TO BE OPTIONAL
• MASTER AND SECONDARY BATH
TO RECEIVE 36" MIRROR
+ VANITY MIRRORS TO BE RAISED
OFF 5AGKSPLASH
ALL DOORS ARE 6'-8' HIGH
UNLESS NOTED OTHERWISE.
its
COPT. SITTING RM.
i N
1 -4 5'_4n
20'-10"
16'X16' SASE W/SQ.
TAPERED COLUMN
— — ABV.
9 9
ELEVATION 99 C99 &c „ D99
11
SEARING HEIGHT THROUSPOUT ELEVATION G 4 D
2'-3' l0'-0" 21'-9" I
fA A
�xb POST
COVERED I
0 I PATIO
I I
I I 5068 S.G.D. I I
ACTIVE
8co V. PATIO
14'-0" I
--------------
I I 4x4 4x4 i I
POST POST
COVERED
PATIO
141-VX121_01
V- 8" CLC*.
5068 11
COVERED PATIO
9 &8'-8' SEARING HEIGHT THROUGH
OUT ELEVATION 'A" 4 '15-
#V-4" BEARING HEIGHT THROUGH
OUT ELEVATION 'C' 4 "D'
- STONE
ELEV. *D
-1'-2"
A R C H ITEC TS
5. Design
GrouInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
TUSCA
SOUTH
LOT#28
PRO JEC T#
1703.00
MODEL:
"1970"
GARAGE SWING:
RIGHT
PAGE:
FLOOR
PLAN
rARCHITECT
TATE OF FLORIDA
2000
JAMES CANTWELL
NO 12079
DA 12/22/09
SCALE: 1/4"=11-011
SHEET
2 or 10
SQ.FT.
CALC.'S
LIVING
GARAGE
ENTRY ELEv. 'A","5I,V, 4
ENTRY ELEV. 'C" 4 'D'
113"10
406
IIF1 24
101
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL ELEV. "A',"5","E', 4
TOTAL ELEV. 'C' 4 '1
PATIO
OPT. COVERED PATIO
'F" 2400
2483
35
80
SQ. FT.
5Q. FT.
SQ. FT.
SQ. FT.
its
COPT. SITTING RM.
i N
1 -4 5'_4n
20'-10"
16'X16' SASE W/SQ.
TAPERED COLUMN
— — ABV.
9 9
ELEVATION 99 C99 &c „ D99
11
SEARING HEIGHT THROUSPOUT ELEVATION G 4 D
2'-3' l0'-0" 21'-9" I
fA A
�xb POST
COVERED I
0 I PATIO
I I
I I 5068 S.G.D. I I
ACTIVE
8co V. PATIO
14'-0" I
--------------
I I 4x4 4x4 i I
POST POST
COVERED
PATIO
141-VX121_01
V- 8" CLC*.
5068 11
COVERED PATIO
9 &8'-8' SEARING HEIGHT THROUGH
OUT ELEVATION 'A" 4 '15-
#V-4" BEARING HEIGHT THROUGH
OUT ELEVATION 'C' 4 "D'
- STONE
ELEV. *D
-1'-2"
A R C H ITEC TS
5. Design
GrouInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
TUSCA
SOUTH
LOT#28
PRO JEC T#
1703.00
MODEL:
"1970"
GARAGE SWING:
RIGHT
PAGE:
FLOOR
PLAN
rARCHITECT
TATE OF FLORIDA
2000
JAMES CANTWELL
NO 12079
DA 12/22/09
SCALE: 1/4"=11-011
SHEET
2 or 10
KEYSTONE
13'-0' BRCS. WGT..i, —
1'-0
S" RAISED BAND (TYP.)---.
RAISED STUCCO COL.
1 cow
N
0'-0' FIN. FO j,
-jqN
low-WE—MM-11-1
MIF
m DECO.
LOUVER AS
SPEC.
El ED
DOD
00
TEXTURED FINISH
UP 1-1M Fff-1 FEW -11 1
i i� i_ i� n � i■
row ral wilMll-lial FM
IF
M-1 IMI n, ININCII
ELEVATTON
0'-0' FIN. FLFZ f, — — — —
'-0' FIN. FLR.
1
I
I
REAR ELEVATION
TEXTURED FINISH
1
A R C H T E C T S
Design
GrouInc.
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA M 0003325
svBDly. 8c LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
"19'70"
GARAGE SWING:
RIGHT
PAGE:
ELEVATION
" B"
FRONT &
REAR
ARCHITECT
STATE OF FLORIDA
bEC 2 s 2n1
DATEV 12/22/09
SCALL: 1/4"=1'-0"
SHEET
13 E-3) or 161
I -AN
m
m' -m' FIN. PLR.
oL
I-{— OIC -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT
8
,b 8'- 8' 5RG. NGT.
"
Q2'-4"
I
(
m' -m" FIN. FLf;ZoL — — — — — — — — — — — — — — — J4 m' -m" FIN. FLR.
1
1
-LEFT ELEVATIC)"N
TEXTURED FINISH
OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT
Z:fll
�m
RIGHT ElLEVAT10""'N
TEXTURED FINISH
I' -m"
2'-4°
l
8'-8' BRG. HGT. I ( 8'-8" BRG. +-IGT.
J� O' -m' FIN. FOR.
1
i"m
11-01
� mmFIN. FLR� i
l
V. PORCH
QEF. SIM.
A R C H I T E C T S
Design
Group �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SLTBDIV. 8a L07
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
1970"
GARAGE SWING:
RIGHT
PAGE:
E LE VATIO IN
ff B77
LEFT &
RIGHT
ARCHITECT:
STATE OF FLORIDA
Xt 2DD9
DATE: 12/22/09
SCALE:1/4"=V-0"
SHEET
T- T__) OF' 101
HEADER SPAN CHART
CONNECTOR SCHEDULE
5'-0' TO
SIMPSON
STORY APPLICATION
DES. UPLIFT GRAVITY FASTNER
>_
META -16 1450 (1) 10d x 1 1/2 I -PLY/ (6) Ibd 2 -PLY
Z
(2) META -16 1985 (10) 10d x 1 1/2 I -PLY
O
1900 (14) libel 2 -PLY
V)
a
HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (B) Ibd 2 -PLY
TWO STORY APPLICATION DOWN STAiR5
HETA-20 1810 (9) 10d x 1 1/2 I -PLY/ (B) libel 2 -PLY
SUPPORTING END OF HEADER
(2) HETA-20 2035 (I0) 10d x 1 1/2 I -PLY
2500 (12) Ibd 2 -PLY
SIZE
MGT ♦ 3965 lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) lod TO WOOD
CLEAR SPAN
-2 + 10980 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD
x 6
x S
x 10
x 12
NGT -3 + 10530 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (mrN. 12' EMBED), (16) I0d TO WOOD
AT EACH END OF HEADER
LTAI 1420 (12) 10d x 1-1/2'
2
VGT 4940 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD
(2) VGT (2-PLT/3-PLY) 1185/8890 (2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD
MTS -12 1000 (14) 106 x 1 1/2
44TS-16 1150 (16) I0d x 1 1/2
HTS -20 1450 (24) loci x 1 1/2
LSTA-12 ++ 925 (i0) iod
LSTA-I8 ++ 1235 (14) 10d
V)
MSTA-18 ++ 1315 (14) 10d
Q
MSTA-24 a♦ 1640 (18) I0d
0!'
MSTA-36 ++ 2050 (26) I0d
V')
MSTi-36 3800 (36) 10d x 1 1/2
MSTI-48 5065 (48) loci x 1 112
H6 950 1 (8) Bel TO PLATES, (8) 8d TO STUDS
81-4 Bob I (6) 10d x 1 1/2' TO STUDS
A33 150 (4) 10d TO BEAM (4) 10d TO POST.
HCP2 645 (6) 10d x 1-1/2'
HIO 995 (16) ad x 1-1/2
ABU 44 2200 66(25 (1) 5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) iN CONC. (12) ibd TO WOOp
v)
ABU 66 2300 12000 (U 5/e' A.TR IN HIGH STRENGTH EPDXY, (MX 1- EMBED-) IN CONC., (12)l6d TO WOOD
Of
OLTT20
TT19 +++ 1340 (1) 3/4' A.T.R. M HIGH STRENGTH EPDXY (MIN. 1' EMBED.) N CONC (8�0d TO WOOD
2
+++ 1625 (1) 1/2' A.7 IN HIGH STRENGTH PDXY (MIN. 1' ED_) IN LONG (2) 1501-T TO WOO
U
Q
HTT-16 +++ 3955 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) iN GONG. (18A6d X 2 I/2 TO WOOD
HTT-22 +++ 4165 (U 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) iN CONC., (32Abd TO WOOD
HH0011-15D6 2.5+ 11,445 (1)' ASR N HIGH STRENGTH EPDXY, (MIN. 10' EMBED-) N CONC., (24)SD8A' x ' WOOD
HDI 6480 !U 1/8- AB. IN NIGH STRENGTH EPDXY (MIN. 1- EMBED-) N CONC !3 ' STUD BOLTS TO WOOD
MBHA 3.56/11.25 3415 5330 (1) 3/4' AT.R. N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) iN CM.I. TOP,
(U 3/4' ATP- N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) iN CM.U. FACE,
118AOd TO BEAM
V)
Ld
HUSC412 (WOOD) 3240 2510 (FLOG (I0) libelTO HEADER, (10) 16d TO WOOD
3140 (ROOF)
O
Z
HUC410 (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (i0) 10d TO WOOD
Q
S
HiGH STRENGTH EPDXY - S11'1PSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED 60LID w/ GROUT.
++ I0d COMMON NAILS CAN BE SUBSTITUTED WITH i0d 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.
V)
W
IF_
+++ MINIMUM EMBEDMENT INTO THE TOP OF A 13ON05EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL. BE T'
I
Z
AT.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE, LENGTH, ETC. VARIES)
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 16 USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / 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 SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20013', 'HIGH WIND -RESISTANT CONSTRUCTION
G-NW05-R', T-ANCHORSPECO1, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
SINGLE
STORY APPLICATION
SIZE
4'-11 1/2"
CLEAR SPAN
DBL 2
DBL 2
DBL 2
DBL 2
x 6
x S
x 10
x 12
UP TO 5'-4'
5'-4' TO '1'-0"
-1'-0' TO 10'-0'
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAiR5
SUPPORTING END OF HEADER
1
SIZE
3
CLEAR SPAN
DBL 2
DBL 2
DBL 2
DBL 2
x 6
x S
x 10
x 12
UP TO 5'-0"
5'-0" TO 6'-4'
6'-4" TO S'-0"
8'-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
51-011
U.N.O.
4'-11 1/2"
1'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
AT EACH END OF HEADER
1
2
3
2 x 12
(#2 SYP)
x/16' OSB
NAIL (3) 126 6 6'-5' O.G.
TYP. 2x12 BM. HDR.
FRAMING NOTES:
I. HURRICANE STRAPS TO BE MANUFACTURED BY
SiMPSON STRONG -TIE OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE A5 FOLLOW5,
U.N.O:
TRU55 TO MASONRY/CONCRETE SHALL BE
META -16
* FLOOR JOiST TO MASONRY/CONCRETE SHALL BE
HETA-16 AT EACH END AND 32" ON
CENTER ON JOISTS PARALLEL TO WALL.
* TRUSS TO WOOD FRAMING SHALL BE MTS -12
3.TRU55 TO TRUSS CONNECTIONS AND HANGERS
SMALL 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 TRU55E5.
S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING
LAN
6. MiN. 2X4 HIP CUT BLOCKING SECURED W/3 -10d
GUN NAILS OR 3-12d HAND DRIVES 6 EA. END. CUT
PiTCH 4 BEVEL TO FiT TIGHT TO TRUSS AS PER
APA REQUIREMENTS.
4
6 " 0.8.13.
4
ALLOW FOR DRiP
EDGE AT BOTTOM
T*I'fi . FALSE 55,411
SCALE: NTS
II II II �
Ilm II II II II II I II II IIT7_0 10 dt
II II
Ji I� J
I-' r _
J II II J3
II II II II II II II II II II II II —
J5 II II II II J5
Lj
— L—A I—IL, 11
HII
- — H19 — —
TI
TI
TI
TI
= = T1
T1
- — T1
TI
- — Tl
Tl
- — T1
T1
T1 — — —
Ti —
= T1
T1
T6GE
_ = T5
EQEE_�m
E
E
E
E
E
22" X 54F71—
ATTiC
ACCESS
---� -- --- --- T4----
7,,\Vnmftn
T4GE
I 2X10 BM TO 6X6 POST I
(2) MSTA-24
POST TO SLAB
ABU -66
T — — —
1= T3 —I
ca tu
�— =1 a
0 I n� I x
(V ll� -r., CV
mm
HUC410 ��� vv��L HUG410
W/5 -3/1'6"X2" �� �P" W/5-3if6'X2"
TAPGONS (4 TAPCONS (4 I
PER FLANGE) PER FLANGE))
1 COST. PORCH
A R C H I T E C T S
Design
t/
G roup��nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
F
IV. & LOT:USCA
OUTH
OT#28
CT�
03.00
MODEL:
„1970"
GARAGE SWING:
RIGHT
PAGE:
TRUSS
PLAN
"A"& „B"
ARCHITECT:
STATE OF FLORIDA
nFX 0 � Baas
JAMES CANTWELL
AR NO 12079
DA6: 12/22/09
SCALE: 1/41111=11-091
SHEET
�' ., • (•)
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
CB
125V OUTLET
20 AMP
®
IIOV OUTLET
1 12
1500
—frEFRIGERATOR
15/1
t/2 OF OUTLET
1200
D 15PWASHER
IImV OUTLET
WIIeED TOO
1200
DISPOSAL
15/1
SWITCH
1000
MICROWAVE/HOOD
15/1
EQUIPZD WITH
1500
DRYER
110V OUTLET
GROUND FAULT
NAR
5600
GFI
40/2
1TA RESISTANT
6
220V OUTLET
4 WIRE
coNNEctION
jjjjJJJJ////
4500
A/C AIR HANDLER
LUP
EXTERIOR
GROUND FAULT
GFI
WATERPROOF
INTERRUPTER
3061
OUTLET
20/1
18,19,20 12
SWITCH
1965 SQ. FT.
LIGHTING/RECEPTO 3 WATTS
15/1
SWITCH
3 -WAY OPER
SWITCH
4 -WAY OPER
4Sc3&2
WALL
38895
10000 100%
28895 4090
11061 (05%
TOTAL VA
AMPS
38895
10000
11558
-1194
28152
120
MOUNTEDMouNTED
TOTAL VA
AMPS
21500
11067
32561
136
LIGHT
CEILING LIGHT
VAPOR
PGH
l4�VP
1
RECESSED
CAN
1 CFM PER
VENT. FAN
So. FT.
VENT. FAN
1 CFM PER
U)/LIGHT
So. FT.
U U V v
T LIGHT STRIP
4' LIGHT STRIP
4' RECESSED
2-5UL5 WRAP
®
FLUORESCENT
LIGHT
AROUND
2' FLUORESCENT
4' FLUORESCENT
4' TRACK LIGHT
®
PANEL
METER
SMOKE
BATT. BACK-UP
OS D.
DETECTOR
w/ HARDWIRE
INTER -
WALL
BACK-UP
MOUNTED
W1 HARDWIRE
D'
SMOKS
OR
DETEC
CONNECTED
BATT. BACK-UP
®$/CO
caRBON
MONOXIDE/
W/ HARDWIRE
CONNECTED
SMOKE DETECTOR
SHALL BE A
COMBO
DISTANCE OF NOT
LESS THEN 4'
FROM WALL
PENDANT
LIGHT
wr
TELEPHONE
JACK
WATER HEAT.
WH
DISCONNECT
AIR. COND.
A/G
DISCONNECT
TELEVISION
El
JACK
UMMFUMOX
REQUIRED TO
BE SUPPORTED
O
J -BOX
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
CEILING
FANLIGHT
CEILING BOX
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
KP
SECURITY
KEYPAD
•
PUSH-
FOR
pB.
BUTTON
CHIMES
NOTES;
+ LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED ID HOMEOWNER
PRE -CONSTRUCTION MEETING.
• ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED
PER NEC 210.12(b)
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• C=FI 6 ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
• BATHROOM EXAUST PAN TO HAVE MIN.
CAPACITY OF 50 GPM INTERMITTENT.(FBC
200i,RESIDENTIAL CODE TABLE M15063)
• LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
• WIRINGS METHOD SHALL BE NON METALLIC
CABLE AS N.E.G. 2008 ARTICLE 300.(8) (2)
• ALL RECEPTACLES TO 15E TAMPER-
RESISTANT TYPE
METER
FEILD
VERIFY
LOCATION
CHIMES �J _ I u
OPT. COACH LIGHTS ~ `' _ _ r
J ` ` 1 OPT. COACH L IGHT5
a SWITCH a SWITCH
ELECTRICAL PLAN
SITTING RM.
I > G
OPT. SITTING RM.
OPT. OWNER'S BATH
POWER COMPANY
PEDESTAL
SERVICE BY.
OTHERS
ELECTfP,f CAL R15ER
GRADE LINE
SCALE: NTS
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
01910-R LOAD
INFORMATION
DESCRIPTION
CB
CKT WIRE
VA
LAUNDRY/WASHER
20/1
1 12
1500
—frEFRIGERATOR
15/1
2 14
1200
D 15PWASHER
15/1
3 14
1200
DISPOSAL
15/1
4 14
1000
MICROWAVE/HOOD
15/1
5 14
1500
DRYER
30/2
1,9 10
5600
RANGE
40/2
8,10 8 I
12000
WATER HEATER
30/2
11,13 10
4500
A/C AIR HANDLER
30/2
12,14 10
8000
A/C CONDENSER
30/2
15,11 10
3061
SMALL APPIANCE CIRUITS
20/1
18,19,20 12
4500
1965 SQ. FT.
LIGHTING/RECEPTO 3 WATTS
15/1
21 TO 29 14
5895
TOTAL VA
4Sc3&2
TOTAL LE55 A/C LOADS
IST 10000
REMAINDER PER NEG -220-30 (B)
A/H UNITS PER NEC -220-30 (C) (5)
38895
10000 100%
28895 4090
11061 (05%
TOTAL VA
AMPS
38895
10000
11558
-1194
28152
120
CALCULATION IF HEAT PUMP 15 USED
TOTAL VA IN PANEL LESS A/C LOAD
HEAT PUMP LOAD PER NEG -220-3042) 100%
TOTAL VA
AMPS
21500
11067
32561
136
NOTES
"8 COPPER OR *6 ALUMINUM IS ACCEPTABLE ON A 40 AMP
BREAKER FOR THE RANGE.
O BEDROOM CKTS TO HAVE ARC FAULT SRKS. COMBINATION TYPE
REQUIRED
NEMA 3R
M
150
AMP.
ELEVATION "C" &
(2) 0 4/0 XHHW ALUMINUM CONDUCTORS
(1) +" 2/0 XHHW ALUMINUM NEUTRAL.
(1) 0 4 XHHW ALUMINUM EQUIP.GRD
COMBO
DISCONNECT
AND
METER CAN
150 AMP
120/240 VOLT
42 CIRCUITS
MLO
INTERSYSTEM 50NDM1
TERMINAL AT LOW
VOLTAGE CONNECTIONS
PHONE / DATA
WEATHER
PROOF BOX
95 D
CABLE / TV
WEATHER
PROOF BOX
(1) " 4 THHN/THWN COPPER SERVICE GROUND
CONNECTED TO CONCRETE ENCASED
FOOTER STEEL PER NEC 2008 250.52(3).
5/8"DIA X 6FT LONG COPPER GROUND ROD
COACH
L IGHTS
4 SWITCH
A R C H I T E C T S
.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
StMDIV. 8e LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
"1970"
GARAGE SWING:
RIGHT
PAGE:
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
DEC 23
DAT 12/22/09
SCALE: 1/4 t1=1'-0"
SHEET
OF
1
(1) 5 REBAR VERTICALLY W/ CONC.
POUR CELL
R-4] INSULATION
z TEXTURED FINISH
I (IL W 8' CMU
r J 2! 1/2' GYP. WL. BD.
m O WOOD BASE
a
4' CONC, RE NF. W/ 6'xb' 010 UALM OR
°I • FIBER'TESH ON b -MIL POLY
d •�-• ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
z�
4" 8" [4"\
in 1'-4, (2) 5 REBAR ON CHAIRS
1 -STORY FOOTING
1
W BLOCK WALL
SCALE: 1/2'-1'-0*
4' CONC, REINIF. W/ 6'x6'
•10/10 WWM OR FIBERMESN ON
4' 6 -MIL POLY ETHYLENE VAPOR
0 BARRIER ON WELL -COMPACTED
`^ U e' CLEAN TERMITE TREATED FILL
(l) 5 REBAR ON CHAIRS
THICKEN EDGE
4 SCALE: 1/2'•1'.®'
C
A d
4' GONG, REINF. W/ 6"xb' •t0 WW'M OR
FIBERMESH ON 6 -MIL POLY
4 ETHYLENE VAPOR HARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
GARAGE STEP-UP
5 NON-BEARING
SCALE.
GRADE
• a ° •, °� 4' CONC, RE INF. W/ 6'x6' 010 WWM OR
A. FIBERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
�u WELL -COMPACTED CLEAN TERMITE
u 4` S' S' 4"IX
TREATED FILL
2'-0" 4" S. REBAR ON CHAIRS
� CONCAREITE OPAD
SECURE BT. PLATE TO BLK W/ J'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
EMBED. MIN. • 32' OC MAX.
•' ° 4' CONC, REINF. W/ 6k6' •10 WWM OR
�— FIBERMESH ON 6 -MIL POLY
z ETHYLENE VAPOR BARRIER ON
L WELL -COMPACTED CLEAN TERMITE
TREATED FILL
4' 8' 4'
1,_4- (2) S REBAR ON CHAIRS
1 -STORY FOOTING
2
AT L.B.W. W UPLIFT
SCALE, 1/2'.1'_0'
SECURE BT. PLATE TO SLAB W/ I'
ANCHOR BOLT W/ 2" WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
EMBED. MIN. s 32' OC MAX.
CONC, RENF. W/ 6'x6' •10 WWM OR
=.4-
FIBERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
UWELL-CTREATEOPI ACTED CLEAN TERMITE
(3) 5 REBAR ON CHAIRS
2 -STORY FOOTING
(2��G AT CALE:
SECURE BT. PLATE TO SLAB W/ 10d
CUT NAILS/ MASONRY NAIL 0 32' O.C.
MAX
B
°
R-11 INSULATION MIN.
W/ 6'xb' •10 WWM OR
GAS LINE
1/2' GYP. WL. BD.
7CZNC,EIN.
ON 6 -MIL POLY
WOOD BASE
W
(�
VAPOR BARRIER ON
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
ACTED GLEAN TERMITE
EMBED. MIN. • 32' OC MAX.
e e' x..11)
LL
1'-4'
AR ON CHAIRS
P115EWESH ON 6 -MIL POLY
1 -STORY
FOOTING
AT
L.B.W. W
NO -UPLIFT)
2 B
SCALE:
TIE VERTICAL REBAR
TO HORIZATIONAL
STUDS 16' O.C. MAX
5 1/2' • HEAD OF GARAGE 5 1/2" v HEAD OF GARAGE
VARIES WITH SLOPE VARIES WITH SLOPE Q w
SECURE BT. PLATE TO BLAB W/ SECURE BT. PLATE TO SLAB W/ }' z
ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1' SIMP50N HIGH STRENGTH EPDXY 1- EXTENDED BLAB 1 1/2' CURB HEIGHT VARIES
EMBED. MIN. • 32' OC MAX. _ EMBED. MIN. 0 32' OC MAX. /x-1/2' RECESS FOR SERVICE OR �
a d
v
r 4' CONC, REINF. W/ 6'x6' 010 WWM OR
FIBERMESH ON 6 -MIL POLY
lilETHYLENE VAPOR BARRIER ON
p? WELL -COMPACTED CLEAN TERMITE
8' 4' 4'
in U 4' TREATED FILL
I -4" (2) •5 REBAR ON CHAIRS
GARAGE STEP-UP
6 1 -STORY -LAB. W.
6' RECESS FOR
S.G.D.
TRACK
N FINISH FLOOR
° A a' ,. '
a e
d ,. ° ,v
1 O SLAB AT S. G. D.
SCALE: I' ■ I'-0'
}
tl
° 4' CONC, REINF. W/ 6'x6' 010 WWM OR
W F18ERMESH ON lb -MIL POLY
Z ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
14' 6' 6' 4' 4 TREATED FILL
U
(3) NS 1MBAR ON CHAIRS
GARAGE STEP-UP
6�2�SCALF STOY LBI/2"=1'-m'
RECESS FOR
GARAGE DOOR
v
eG•°�
4" CONC, REINP. W/ 6'x6 "1 ' •10 UAL OR
or ON 6 -MIL POLY
1'-0' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
f) N5 REBAR ON CHAIRS
11 GARAGE DOOR FOOTING ,
SCALE: I/2' ■ 1'-0'
'_- 4' GONG„ RE NF. W/ 6'x6' 010 WWM OR
° • FIDERMEBH ON 6 -MIL POLY
d ° ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
V (2) 5 REBAR ON CHAIRS
�O
SLAB AT GARAGE
SERVICE -DOOR
�.1 NOT USED
(1) 5 REBAR VERTICALLY W/ CONC,
POUR CELL
B' CMU
CURB HEIGHT VARIES
° d
e • 4' CONC, REINF. W/ 6'x6' M0 WWM OR
FIBERMESH ON 6 -MIL POLY
• ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
S. 4' L (2) 45 REBAR ON CHAIRS
1 -STORY FOOTING
8 AT GARAGE
SCALE: I/2' • I'-0'
(1)'5 REBAR VERTICALLY W/ CONC,
POUR CELL
R-42 INSULATION
z - TEXTURED FINISH
8' cMu
w J _ 1511>.WOOD BASE
i
�p ° ° . 4' CONC, RE INF. W/ 6'xb' 410 WWM ORME
I • FIBERSH ON 6 -MIL POLY
' , . a
6' 6' 4' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
4'
L a' (3) 03 REBAR ON CHAIRS
2 -STORY FOOTING
13 Wl BLOCK WALL
SCALE: 1/2"=1'-0'
TEXTURED FINISH
R-11 INSULATION MIN.
STUDS 16' OL. MAX
GAS LINE
1/2' GYP. WL. BD.
WOOD BASE
W
(�
SECURE BT. PLATE TO BLK W/
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
m 0
EMBED. MIN. • 32' OC MAX.
e e' x..11)
•'4' . '4 ` 4' CONC, REINF. W/ 6'x6' 010 WWIM OR
POURED LINTEL CONT. (TYP.)
P115EWESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
WOOD SASE
TREATED FILL
FIN. FLR
°
TIE VERTICAL REBAR
TO HORIZATIONAL
,,•
—2X WALL FRAMIW
oo>
4' 8" 4'
(2) 5 REBAR ON CHAIRS
REBAR W/ 8' HOOK
1'-4'
° ° d
1 -STORY FOOTING
FRAME WALL
GROUTED BOND BEAM
pW SCALE: 1/2'-U-0'
STUDS 16' O.C. MAX
5 1/2' • HEAD OF GARAGE 5 1/2" v HEAD OF GARAGE
VARIES WITH SLOPE VARIES WITH SLOPE Q w
SECURE BT. PLATE TO BLAB W/ SECURE BT. PLATE TO SLAB W/ }' z
ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1' SIMP50N HIGH STRENGTH EPDXY 1- EXTENDED BLAB 1 1/2' CURB HEIGHT VARIES
EMBED. MIN. • 32' OC MAX. _ EMBED. MIN. 0 32' OC MAX. /x-1/2' RECESS FOR SERVICE OR �
a d
v
r 4' CONC, REINF. W/ 6'x6' 010 WWM OR
FIBERMESH ON 6 -MIL POLY
lilETHYLENE VAPOR BARRIER ON
p? WELL -COMPACTED CLEAN TERMITE
8' 4' 4'
in U 4' TREATED FILL
I -4" (2) •5 REBAR ON CHAIRS
GARAGE STEP-UP
6 1 -STORY -LAB. W.
6' RECESS FOR
S.G.D.
TRACK
N FINISH FLOOR
° A a' ,. '
a e
d ,. ° ,v
1 O SLAB AT S. G. D.
SCALE: I' ■ I'-0'
}
tl
° 4' CONC, REINF. W/ 6'x6' 010 WWM OR
W F18ERMESH ON lb -MIL POLY
Z ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
14' 6' 6' 4' 4 TREATED FILL
U
(3) NS 1MBAR ON CHAIRS
GARAGE STEP-UP
6�2�SCALF STOY LBI/2"=1'-m'
RECESS FOR
GARAGE DOOR
v
eG•°�
4" CONC, REINP. W/ 6'x6 "1 ' •10 UAL OR
or ON 6 -MIL POLY
1'-0' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
f) N5 REBAR ON CHAIRS
11 GARAGE DOOR FOOTING ,
SCALE: I/2' ■ 1'-0'
'_- 4' GONG„ RE NF. W/ 6'x6' 010 WWM OR
° • FIDERMEBH ON 6 -MIL POLY
d ° ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
V (2) 5 REBAR ON CHAIRS
�O
SLAB AT GARAGE
SERVICE -DOOR
�.1 NOT USED
(1) 5 REBAR VERTICALLY W/ CONC,
POUR CELL
B' CMU
CURB HEIGHT VARIES
° d
e • 4' CONC, REINF. W/ 6'x6' M0 WWM OR
FIBERMESH ON 6 -MIL POLY
• ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
S. 4' L (2) 45 REBAR ON CHAIRS
1 -STORY FOOTING
8 AT GARAGE
SCALE: I/2' • I'-0'
(1)'5 REBAR VERTICALLY W/ CONC,
POUR CELL
R-42 INSULATION
z - TEXTURED FINISH
8' cMu
w J _ 1511>.WOOD BASE
i
�p ° ° . 4' CONC, RE INF. W/ 6'xb' 410 WWM ORME
I • FIBERSH ON 6 -MIL POLY
' , . a
6' 6' 4' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
4'
L a' (3) 03 REBAR ON CHAIRS
2 -STORY FOOTING
13 Wl BLOCK WALL
SCALE: 1/2"=1'-0'
TEXTURED FINISH
R -II INSULATION MIN.
STUDS 16' O.C. MAX
1/2' GYP. WL. BD.
W WOOD SASE
SECURE HT. PLATE TO BLK W/
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
0 EMBED. MITI s 32' OC MAX.
e,
4' cONC, RE INF. W/ 6'x6' 110 WU.M OR
FlMmMESP ON 6 -MIL POLY
° ETHYLENE VAPOR BARRIER ON
<a • • • IUELL-COMPACTED CLEAN TERMITE
TREATED FILL
Alb 6' 4
(3) 5 REBAR ON CHAIRS
in " '
I'.8.
2 -STORY FOOTING
3 A W FRAME WALL
SCALE: I' -0'
(1) 5 REBAR VERTICALLY
W/ CONC, POUR CELL
B' CMU
Z CURB HEIGHT VARIES
�Q
� pppW 4' CONC., REINF. W/ 6'x6' "10 WU)"1 OR
Q FIBER'lESH ON 6 -MIL POLY
F Ivy ETHYLENE VAPOR BARRIER ON
i0 0 WELL -COMPACTED CLEAN TERMITE
F I TREATED FILL
IleW
Of
E (3) 45 REBAR ON CHAIRS
a, P
LZ W 0 4-
L
2 -STORY FOOTING
&--AT GLr
CA
ARAGE
14 NOT USED
GROUTED BOND BEAM
VARIES PER ELEV.
A • TIE VERTICAL REBAR
r- , TO HORIZATIONAL
REBAR Ul/ 8' HOOK
VARIES PER ELEV.
° GROUTED BOND BEAM
a
d
a
d d ;a CLEANOUT REQUIRED
FOR INSPECTION
z
r '
I.
0'-0' FN. FLR.
A '. .e a '• TIE VERTICAL REBAR
c TO HORIZATIONAL
4.:' REBAR W/ 8' HOOK
° a
F�in
HORIZONTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
SCALE:' -®-
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
SUBDIV. & LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
1970"
GARAGE STUNG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
IrARCHITECT:
iSTATE OF FLORIDA
DEC 2 f 2009
DATA 12/22/09
SCALE: 1/4"=1'-0"
SHEET
DlOF16
CAULK AND SEAL
GAS LINE
I I' PVC SLEEVE FOR GAS LINE
e e' x..11)
POURED LINTEL CONT. (TYP.)
�I/2' DRYWALL
0. 8' CMU FILLED CELL (TYP.)
WOOD SASE
FIN. FLR
°
TIE VERTICAL REBAR
TO HORIZATIONAL
,,•
—2X WALL FRAMIW
, d
°° °' ° ° ' "
REBAR W/ 8' HOOK
i C4) ii'X1' ANCHOR BOLTS or (4) }i'XT'
° ° d
, d d 44
° - d
GROUTED BOND BEAM
J -BOLTS MIN. 5' EMBEDMENT W/ 2'X2'Xl/S'
WASHER AND NUT SPACED EVENLY FROM
n e .e
°'
a
VARIES PER TELE
FLOOR TO BOND BEAM. SET IN JONTS
°
PRIOR TO FILLING. (SLEEVED ANCHOR N
E
d ;
SOLID POUR ACCEPTABLE RETROFIT)
a
6' VC CHASE THRU FOOTING
P
C °
EXT. /INT. FRAME WALL TO
I -STORY
°d
15 BLOCK WALL CONNECTION
SCALE: I/2'■I'-0'
1 GAS LINE THRU BLOCK
SCALE: I'■I'-0'
(2) 5 REHAR ON CHAIRS
2 -STORY
(3) 45 REBAR ON CHAIRS(1)
5 REBAR VERTICALLY W/ CONC.
POUR CELL
°a
R-4.2 INSULATION
8' CMU
I/2' GYP. WL. BD.
WOOD BASE
R
°' CLEANOUT
Q W 4' CONC, REINF. W/ 6'xb' 010 WILM OR
J z FIBERMESH ON 6 -MIL POLY
e FOR INSPECTIONREIRED
RIER ON
'V
z
L °
WELLLCOMPACTED CLEAN TERMITE
._
I TREATED FILL
7
' (l) 5 REBAR SET IN SIMPSON HIGH
Z '''
p
I °
I °°
° ' 0'-0' FIN. FLR
STRENGTH EPDXY 1' EMBED. MIN.
. s (2) 5 REBAR s 1 -STORY
Z `. :.
° • . .
E
(3) 5 REBAR a 2 -STORY
(1) •5 VERT. DOWEL
a
°'d
'4 ', :"' • " PR i3AR
d .
41
LAPPED W/ BOND BEAM
f 6' PVC CHASE THRU FOOTING
, e
e TO HORTICAL
4 TO H
OUTSIDE REBAR TO BE
CONTINUOUS
(1) •5 REBAR AT CORNERS
25' LAP MIN.
• a •
d ; W/ 8' HOOK
.�:d� �� �...
hW/
d
° °
° 4' CONC, REINF. W/ 6'x6' 010 WWM OR
°• ° d
4. FIBERMESH ON 6 -MIL POLY
• d
a •,� ETHYLENE VAPOR BARRIER ON
a
I -STORY
14t8' [4'[ (2) 05 REBAR ON CHAIRS
L}
WELL -COMPACTED CLEAN TERMITE
,a" • ° r , .2
1 _4- -STORY
TREATED FILL
(3) S REBAR ON CHAIRS
2'-I' MIN. LAP
PIPE THROUGH
TYP. RETROFIT FOR
TYP. REBAR LAP
1 -STORY FOOTING
HORIZONTAL/VERTICAL
A OMITTED DOWELS
B REBAR LAP AT FOOTING
c AT LINTEL CORNERS
W BLOCK WALL
ORCING
SCALE:E:
D /1 ■'-0'
-0
(D-1EI�F
ALL EXTERIOR FO O TEAS
AT ]FINIS I I ST --JAB'S
TO BE MIN. 12" BELOW
Z.TNDIS TURFED SOIL
TEXTURED FINISH
R -II INSULATION MIN.
STUDS 16' O.C. MAX
1/2' GYP. WL. BD.
W WOOD SASE
SECURE HT. PLATE TO BLK W/
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
0 EMBED. MITI s 32' OC MAX.
e,
4' cONC, RE INF. W/ 6'x6' 110 WU.M OR
FlMmMESP ON 6 -MIL POLY
° ETHYLENE VAPOR BARRIER ON
<a • • • IUELL-COMPACTED CLEAN TERMITE
TREATED FILL
Alb 6' 4
(3) 5 REBAR ON CHAIRS
in " '
I'.8.
2 -STORY FOOTING
3 A W FRAME WALL
SCALE: I' -0'
(1) 5 REBAR VERTICALLY
W/ CONC, POUR CELL
B' CMU
Z CURB HEIGHT VARIES
�Q
� pppW 4' CONC., REINF. W/ 6'x6' "10 WU)"1 OR
Q FIBER'lESH ON 6 -MIL POLY
F Ivy ETHYLENE VAPOR BARRIER ON
i0 0 WELL -COMPACTED CLEAN TERMITE
F I TREATED FILL
IleW
Of
E (3) 45 REBAR ON CHAIRS
a, P
LZ W 0 4-
L
2 -STORY FOOTING
&--AT GLr
CA
ARAGE
14 NOT USED
GROUTED BOND BEAM
VARIES PER ELEV.
A • TIE VERTICAL REBAR
r- , TO HORIZATIONAL
REBAR Ul/ 8' HOOK
VARIES PER ELEV.
° GROUTED BOND BEAM
a
d
a
d d ;a CLEANOUT REQUIRED
FOR INSPECTION
z
r '
I.
0'-0' FN. FLR.
A '. .e a '• TIE VERTICAL REBAR
c TO HORIZATIONAL
4.:' REBAR W/ 8' HOOK
° a
F�in
HORIZONTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
SCALE:' -®-
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
SUBDIV. & LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
1970"
GARAGE STUNG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
IrARCHITECT:
iSTATE OF FLORIDA
DEC 2 f 2009
DATA 12/22/09
SCALE: 1/4"=1'-0"
SHEET
DlOF16
PANEL ANCHOR
SEALANT
[nll Illll __ ��� III
0
SEALANT a
3/8" -EXPANSION STRIP
FREE OF MORTAR
PANEL ANCHOR
1/4' EXP. BOLT
TWO PER ANCHOR
WALL FRAME SHOWN HERE
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING CAN BE
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
PANEL ANCHOR STYLE CONSTRUCTION
� 0
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
SIDES:
D
SECURE 2x6 MIN. TO BLK W/ (2) ,Y
ANCHOR BOLT W/ 2' WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED.
2X6 GARAGE DOOR BUCK W/ (3)
�'X8' J -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'XYa WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK tv CENTER OF
DOOR HEADER W/(1)}2'X8' J -BOLTS
4' EMBEDMENT W/ 2'X2'XYs' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: 1/2'-1'-0'
8 NOT USED
Lo
D
LINTEL PLATE
— 3/8' EXPANSION STRIP FREE OF MORTAR
LINTEL
SEALANT TO BE MIN.
1/2" DEEP
SEE NOTE
EXPANSION STRIP
PANEL ANCHOR
GLASS BLOCK
NOTE: THIS DIMENSION IS
DETERMINED BY THE ANTICIPATED
DEFLECTION OF TE STRUCTURAL
MEMBER ABOVE THE GLASS BLOCK
PANEL REINFORCING 6 EVERY OTHER
BED JOINT MUST EXTEND THE
ENTIRE LENGTH OF THE PANEL BUT
NOT ACROSS EXPANSION JOINTS
GLASS BLOCK
POSITION (2) 1-1/4' 8-4
HEX WASHER HEAD WITH
ANTI -CORROSIVE COATING
TIGHT TO BEND OF ANCHOR
AND END OF SLOTTED HOLE
TYPE S OR N MORTAR
1/4" MIN. 1/2' MAX.
PANEL REINFORCING
MORTAR
ASPHALT EMULSION OO
1-3/4' X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GABLE END
W/(2)12divEA. UPRIGHT
2X4 SECURED TO
GABLE ENG W/(2)12d
6'-8' O.G.
L-30
GABLE BLOCKING
TRUSS 2x4 BLOCKING
o EA. RAFTER
L-30 EA.
RAFTER
H2.5 EA.
RAFTER
Z2x4 RAFTER
24' O.G.
2x4
FRAMING
(TYP)
4- FRAMED 0 VERHANG
N.T.S. .
2X4 DBL TOP PLATE
2x4 METAL STUD
24' O.C.
1/2' DRY WALL
2X4 16' O.G. MAX
2X4 PT.
BT. PLATE
s. ;. 1/2' AB W/
MIN. 'I' EMBEDMENT
Baa 2' DIA. WASHER
32' O.G. MAX
*5 REBAR CONT.
WOOD FRAME TO BLK.
9 SCALE: 1/2' 1'-0'
IA PLAN VIEW
SCALE: 1/2' =1'-0'
SPARK ARREST
PER MANUFACTURER
IX2 PT. TOP OF BOX
DBL. TOP PLATE —
2X4 STUD
TEXTURED FINISH OVER -
PAPER BACK EXP. MET.
LATH. W/ ON O,SB.
SHEATHING OR J' CDX
PLYWOOD
PRE. ENG. TRUSS
SIMPSON H-5 (MIN.)
2X4 TO TRUSS
PRE. ENG. TRUSS
61-4 OR H-5 TOP PLATE TO STUDS
2'-0' ABV. 10"-0' LEVEL TO ROOF
rOR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
2A
SIMPSON H-5 (MIN.)
2X4 TO TRUSS
1 CHIMNEY DETAILS
- PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
- CRIPPLE STUDS m 16' O.G.
MAX
- SIMPSON LSTA-12 6 EA. JACK
STUD, BOTH SIDES OF
OPENING.
- 2x STUDS im 16' O.G. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN J' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' O.G. STAGGERED
SP4 OR H5 a TOP AND
BOTTOM PLATES e EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
- SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ FLR. LINE.
rJ DOOR OPENING WD FRAMED
NAILING SCHEDULE
ROOF DIAPHRAGM
USE 1/1(o' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.G. At
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 08 GUN NAILS A 4' O.G.
EXTERIOR SHEATHING
USE 1/16' O.S.B. OR 1/2' PLY WITH »B RING SHANK GUN NAILS At 6' O.G. At
PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS, SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQU IRE" IENT6
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR
Od
ROUND) IODIFIED
11/V
.113
110,000
7
OR T
I�II■I
I�
I0d
O TDMODIFIED
2I/8'
128
110,000
fT
PRECAST SILL
61-4 OR H-5 TOP PLATE TO STUDS
2'-0' ABV. 10"-0' LEVEL TO ROOF
rOR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
2A
SIMPSON H-5 (MIN.)
2X4 TO TRUSS
1 CHIMNEY DETAILS
- PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
- CRIPPLE STUDS m 16' O.G.
MAX
- SIMPSON LSTA-12 6 EA. JACK
STUD, BOTH SIDES OF
OPENING.
- 2x STUDS im 16' O.G. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN J' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' O.G. STAGGERED
SP4 OR H5 a TOP AND
BOTTOM PLATES e EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
- SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ FLR. LINE.
rJ DOOR OPENING WD FRAMED
NAILING SCHEDULE
ROOF DIAPHRAGM
USE 1/1(o' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.G. At
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 08 GUN NAILS A 4' O.G.
EXTERIOR SHEATHING
USE 1/16' O.S.B. OR 1/2' PLY WITH »B RING SHANK GUN NAILS At 6' O.G. At
PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS, SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAIL REQU IRE" IENT6
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR
Od
ROUND) IODIFIED
11/V
.113
110,000
7
OR T
w
I0d
O TDMODIFIED
2I/8'
128
110,000
fT
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES At EACH END.
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS
STAPLE, NAIL 4 TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING
2.RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4.0.280 INCH FULL ROUND HEAD DIAMETER Z
5.2 INCH NAIL LENGTH p
m�
ROOF SHEATHINC3 LAS I'OUT
AND ENDWALL 5RAC INCA a BUILDING LENGTH
FOR G145LE END FRAMING
"v
p
zIV
�Q
va
�o
sp
�;;o,- SECURE 2x TO BLOCK
W/ (2) a' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
IMIN EMBED. 1 ")
WITHIN 8' OF EACH
END AND 18" O.C. MAX J a
SPACING.
O.SB. SHEATHING OR
CDX PLYWOOD
2x4 BLOCKS
�- CMU WALL
(PECLH WDOW FRAME A E: 1/2'
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S$. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT m OPENINGS
06 RING SHANK GUN NAILS a 4' O.G.
TOP ! BOTTOM EDGES
•
4 N
.
PRECAST L
4
7
w
ROUGH OPENING=
up To W-01
�o
fT
PRECAST SILL
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS
STAPLE, NAIL 4 TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING
2.RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4.0.280 INCH FULL ROUND HEAD DIAMETER Z
5.2 INCH NAIL LENGTH p
m�
ROOF SHEATHINC3 LAS I'OUT
AND ENDWALL 5RAC INCA a BUILDING LENGTH
FOR G145LE END FRAMING
"v
p
zIV
�Q
va
�o
sp
�;;o,- SECURE 2x TO BLOCK
W/ (2) a' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
IMIN EMBED. 1 ")
WITHIN 8' OF EACH
END AND 18" O.C. MAX J a
SPACING.
O.SB. SHEATHING OR
CDX PLYWOOD
2x4 BLOCKS
�- CMU WALL
(PECLH WDOW FRAME A E: 1/2'
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S$. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT m OPENINGS
06 RING SHANK GUN NAILS a 4' O.G.
TOP ! BOTTOM EDGES
•
4 N
.
4
7
w
PRE r.ii.i.irrrrm.
TRU°
MTS -
1/16'
2X4
BTM.
PLA'
MTS -
32' C
TRUSS
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
'1/16' 05.5.
1/2' A.B. W/ MIN.
l' EMBEDMENT
LOCATE 6'-8" FROM ENDS
AND 32' O.G. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
2 TO BLOCK
SCALE: 1/2' =1'-0"
2X4X4' SECURE t0 TRUSS W/ 3-12d
6'-8" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2 -12d -
SECURE TO BLK W/ META -16
2' -0" EXTENSION ® OPT
SCALE: 1/2' =1' -0'
8 RING SHANK GUN NAILS
to &' Ob. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.8. TO BE STRUCTURAL GRADE)
08 2' DECK SCREWS 6 6"-8"
O.G. MAX 6 EDGES 4 12' O.G.
MAX IN FIELD. UNTHREADED
SHANK t0 EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENG. TRUSS ---�
PBL. 2X TOP PLATE
2X BLOCKING o
TOP OF
'1/16' O.SB.
2X STUDS 16' O.C. MAX.
2X BTM. PLATE
a
3/4' FLOOR DECKING
PRE- ENGINEERED a
FLOOR TRUSS
2X4 a TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
0 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK. TO O.S.B.
O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. t0 PROVIDE CONT_ NAIL PATTERN
Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING a TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2' = I' - O'
' A R C H IT E C TS
4Desin
Groupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SLTHDIV. 8c LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
1970"
GARAGE STfMG:
RIGHT
PAGE:
misc.
DETAILS
ARCHITECT
STATE OF FLORIDA
b� �3 2009
DATA: 12/22/09
SCALE: 1/4"=1'-0"
SHEET
D20FI6
FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN
OVER "15 FELT PAPER ON FIBERGLASS SHINGLES TRU55E5 AT FIRST TWO BAYS
TRUSSES AT FIRST TWO BAYS
0.5.5. SHEATHING OR2" 4'-O" O.C. CAT SHEATHING OVER #IS FELT PAPER ON 4'-0" O.C. (AT SHEATHING
CDX PLYWOOD SECUREDSEAMS) 16 O.S.B. SHEATHING OR SEAMS)
PER NAILING SCHEDULE CDX PLYWOOD SECURED
PRE -ENG GABLE TRU65 PER NAILING SCHEDULE PRE -ENG GABLE TRUSS
P.T. ix2 W/ MTL. ORIF EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2)
FIBERGLASS SHINGLES 2x4 5UB-5AND 1265 s EACH TRUSS
OVER #15 FELT PAPER ON ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED 2x4 5UB-BAND TO BE INSTALLED MID. POINT OF
�-" 0.5.3. SHEATHING OR �" W/ (2)12d'5 6 EACH TRUSS ALUM. SOFFIT � TRUSS SPAN' OR lO'-O" O.C. MAX.
6 5TIFFBACK AT ALL UPRIGHTS TO BE INSTALLED 6 MID.
CDX PLYWOOD SECURED OVER 41-101, HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS
PER NAILING SCHEDULE SEALED ENG. FOR 61ZE 4 1m' -O" O.C. MAX. UPRIGHTS OVER 41-10" FOR INSULATION R -VALUES.
CONDfTION.) NIGH (SEE SEALED ENG.
SEE ENERGY CODE FORMS IGH SIZE CONDITION.) " GYPSUM BOARD OR "
PRE -ENG TRUSS SEE ENERGY CODE FORMS O.S.B. SHEATHING OR " FOR INSULATION R -VALUES. 111 HIGH STRENGTH CLG.
FOR INSULATION R -VALUES. 0.5.8. SHEATHING OR BOARD
MTL. DRfP EDGE - CDX PLYWOOD. ATTACHED„ I„
8" GYPSUM BOARD OR "HIGH PER NAILING 5GI-IEDULE ON S GYPSUM 50ARD OR � CDX PLYWOOD. ATTACHED 2x4 NAILER
T " STRENGTH GLC. BOARD SHEET DS HIGH STRENGTH CLG. PER NAILING SCHEDULE ON
2x4 SUB -BAND BOARD SHEET D5 2x4 'D 24" O.C. e INTERIOR
VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK'/5�� THICK, 3 GOAT CEMENT GONG. FILLED LINTEL SLK KNEE WALL
W/ (1) *5 RESAR CONTINUOUS PLASTER OVER GRADE W/ C1) #5 REf3AR CONTINUOUS /8II THICK, 3 GOAT CEMENT CONC. FELLED LINTEL BLK
PLASTER OVER GRADE
EMBED. STRAP VERIFY W/ • PRECAST LINTEL "D" FELT PAPER BACK "D" FELT PAPER BACK W/ C1) #5 RESAR CONTINUOUS
METAL LATH OVER R-4.2 BATT. INSUL_
TRUSS PLAN R-4.2 BATT. INSUL. TA APPROVED HOUSE WRAP PRECAST LINTEL A E R PRECAST LINTEL
OR GRADE "D" FELT APPROVED HOUSE E WRAP
RRAP
WINDOW ATTACHMENT A5 WINDOW ATTACHMENT AS OR GRADE I'D' FELT WINDOW ATTACHMENT AS
2"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER
PER MANUFACTURES
PLASTER APPLIED SPEC IFICAT IONS
WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS
DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2)
PRECAST SILL
SECURE GABLE TO 2x6 P.T. SECURE GABLE TO 2x6 P.T. (1) '�5 RESAR VERTICALLY
(1) 05 RE5AR VERTICALLY PLATE W/ 12d'S S" O.C. MAX (1) REBAR VERTICALLY PLATE W/ 12d's S" O.C. MAX
W/ CONC. POUR CELL W/ CONC. POUR CELL _ W/ CONIC. POUR CELL
I 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO ( 1x2 P -T_ FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS
1" II '� leo O.G. II " _ w_, j(o O.C.
BLK W/ 2x9 ANCHOR BOLT W/ LK W/ � x9 ANCHOR BOLT W/
8" CMU 2" WASHER SET IN 6IMP5ON — a" CMU 2" WASHER SET IN 51MP5ON 8" CMU
HIGH STRENGTH EPDXY i t
I 1/211 GYP. WL. BD. i/2IGYP. WL. BD. HIGH STRENGTH EPDXY 1/2II
GYP. WL.
SD.EMBED. MIN. 32" OC MAX. EMBED. MIN. a 32" OC MAX.WOOD SASE WOOD BASE WOOD SASE
o 2"THICK, 2 COAT CEMENT 11
00,
i
PLASTER APPLIED THI <, 2 COAT CEMENT
PLASTER APPL ED aor
a
a a
DIRECTLY TO MASONRY a DIRECTLY TO MASONRY 4
a .4
a
1 -STORY GABLE
1 -STORY 1 -STORY GABLE W/ VAULT CLG.
1 BLOCK WALL 1A BLOCK WALL IB BLOCK WALL
SCALE. 3/4 -1 -0 SCALE: 3/4"=I'-0- SCALE: 3/4" = l' -O"
2X4: ® 2X4: ® 2X4: CM
SECURE t0 BLOCK W/ /16' SECURE TO BLOCK W/ 3W6' SECURE TO BLOCK W/Y4'
TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN
(MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
MIN. EMBEDMENT 149 MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4 WITHIN e' OF EACH END 4 WITHIN 8' OF EACH END t
18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING.
8' CMU 2X6: ® 2X6: ® 2X&:
)j' DRYWALL SECURE t0 BLOCK W/2 -Y%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST
I"X4' OR 1'X2P.T. NAILER TAPCON5 OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PINF1 BE ON OUTSIDE t SECURED
(MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL
Ix4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD 51ZE 300 Wb TAPCON MIN. I Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 34' TAPCON MIN. I Y4'
THRU FRAME 4 EXTEND I -Y4' MIN. EMBEDMENT 1)14') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y49 X16' TAPCON MIN. I -Y4' MIN. EMBEDMENT 1)4') EMBEDMENT INTO BLOCK
INTO BLOCK W/ %&' TAPCON5 WITHIN 8' OF EACH END tWITHIN B' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END t
" OR DRIVE PIN 8 CMU
x/16n O.S.B. OR � CDX 18, GO.. MAX SPACING. � 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. B" GMU
(MIN. SHANK SIZE .145 i, DRYWALL all CMU
MIN. HEAD 817E .300 2X8: ® Yi' DRYWALL
TYVEK BUILDING WRAP I'x4' OR I'x2' P.T. NAILER 2X8: ® ' DRYWALL 2x4:
MIN. EMBEDMENT 1-Y4 SECURE t0 BLOCK W/2-�' SECURE t0 BLOCK W/2 -W& SECURE TO BLOCK W/1-1/4' I'X4' OR 1'X2' P.T. NAILER
PAPER BACfG WITHIN 8' OF EACH END 4 18' TAPCON5 OR DRIVE PIN 7r,' O.5.B. X 4" MIN. TAPCON5 OR DRIVE PIN I'X4' OR ('X2' P.T. NAILER TAPCONS OR DRIVE PIN 7fb' 0.58. X 4' MIN.
• O.C. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145
GALV'D MTL. LATH DOOR CASING DOOR CASING
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y;) DOOR JAMB OR WINDOW M11N EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW
TEXTURED _~-DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH t0 2X PER WITHIN 8' OF EACH END t ATTACH TO 2X PER WITHIN 8' OF EACH END t ATTACH t0 2X PER
ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' D.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS.
FINISH 6 WOOD MANUFACTURES DETAILS.
WOOD WEEP SCREED NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4")
CONSTRUCTION } „
DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/1,6 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16
z A WINDOW TO BLOCK +3/4 OR +5/4 C WINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3 G WINDOW TO BLOCK +3-7/16"
N SCALE: I'=1'-0' SCALE: I'=1'-0' SCALE: I'=1'-0" SCALE: I'=1'-0'
8° CMU 2X4: ® 2X4: ® 2X4: ® 2X4: CM
SECURE TO BLOCK W/ l(6 SECURE TO BLOCK W/ 9i(6' SECURE t0 BLOCK W/ ai{g SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PM TAPGON5 OR DRIVE PM TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN
1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN HEAD SIZE 300
FINISH MASONRY MIN EMBEDMENT 1)/4*) MIN. EMBEDMENT 1 Ya') MIN. EMBEDMENT 14') MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH NOTE: STRUCTURAL 2X MUST H END t WITHIN 8' OF EACH END t WITHIN 8 OF EACH END 4
18' O.C. MAX SPACING. IS' O.G. MAX SPACING. 18' O.G. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.G. MAX SPACING.
THROUGH NON-STRUCTURAL
2X6: ® 2X6: ® 2X6: ® 2X6:
NOTE: STRUCTURAL 2X MUST .y' EM TAPCON MIN. I -Y;
SECURE t0 BLOCK W/2-�i%,' SECURE t0 BLOCK W/2 -J(6 SECURE t0 BLOCK W/2 -3i(6' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED
WEEP -SCREED MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 Wd,' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 ' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-8TRUCTURAL
MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT l Ya') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1,V4') I'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') W,,' TAPCON MIN. I Y4'
DETAIL WOOD
/�r V V O O D T 0 WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t WITHIN B' OF EACH END t WITHIN 8' OF EACH END t EMBEDMENT INTO BLOCK
18' O.C. MAX SPACING. 8' CMU IS' O.C. MAX SPACING. 8 CMU 18' O.G. MAX SPACING. 2ND 2X SECURE TO 18' D.G. MAX SPACING.
J�' DRYWALL 8" CMU
2X8: ® ,2' DRYWALL SECURE TO BLOCK W/2 -3i% 2X8: ® , 2X8: ® STRUCTURAL MEMBER W/(2)12d 2X8:
SECURE t0 BLOCK W/2-%-)5' DRYWALL
LOCK CONNECTION
I X4 OR I X2 SECURE t0 BLOCK W/2 --SA' P.T. NAILER WITHIN 8 OF EACH END 4 6 SECURE t0 BLOCK WA -114'
TAPCONS OR DRIVE PIN 1'X4' OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MIN. TAPCONS OR DRIVE PIN t0 8' O.C. MAX TAPCONS OR DRIVE PIN I'X4' OR 1'X2' P.T. NAILER
SCALE: 1 1/2"=11-011 (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 ``DOOR CASING (MIN. SHANK SIZE .145'
DOOR CASING (MIN. SHANK SIZE .145 1 P.T. X 4 MIN.
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1,V4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1)4')
DOOR CASING
WITHIN S' OF EACH END 4 WITHIN 8' OF EACH END 4 ATTACH t0 2X PER WITHIN 8' OF EACH END < ATTACH TO 2X PER WITHIN 8' OF EACH END 4 DOOR JAMS OR WINDOW
18' O.G. MAX SPACING. MANUFACTURES DETAILS. IS' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. ATTACH t0 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/,4 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/,4"
B WINDOW TO BLOCK
1-1/2 D WINDOW TO BLOCK +2 1/4" T___MNLD OO BLOCK +3 H WINDOW TO BLOCK +3 3 4
SCALE: I' = i'-0"
A R C H I T E C T S
//rOrY, Desn
Groupinc-
1441
N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
SXMDIV. & LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
„1970"
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
1 -STORY
WALL
SECTIONS
& NOTES
ARCHITECT:
STATE OF FLORIDA
DATk: 12/22/09
SCALE: 1/4"=1'-0"
SHEET
D 3
OF
FIBERGLASS SHINGLES
OVER 015 FELT PAPER ON
Zr 0.5.8. SHEATHING OR ;"
GDX PLYWOOD SECURED
PER NAILING SCHEDULE
PRE -ENG TRUSS
MTL. DRIP EDGE
2x4 SUB -RAND
VENTED ALUM.
SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
BPAN CHART FOR
DETAILS
O.S.B. SHEATHING OF,
CDX PLYWOOD.
ATTACHED PER NAILING
5CHEDULE ON SHEET DS.
%8" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 CONT. a TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, 8T.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
l"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2 -STORY - -"
FIRST FLOOR ; I
BLOCK SECOND
FLOOR FLAME
SCALE: 3/4" =1' -0"
1/ d
0
d d
O � �
d d
2x STUDS -a 16" O.C. MAX W/
R-11 BATT. INSUL. MIN. -
4" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE -
PRE - ENG FLOOR'
S IMPSON HETA -16 Er
STRAP Q 32" O.G. MAX V
W/ TRUSS
$" GYPSUM BOARD
HIGH STRENGTH CLG. Bc
EE ENERGY CODE FORMS
OR INSULATION R -VALUES.
" GYPSUM BOARD OF,
IIGH STRENGTH CLG.
BOARD
WIST STRAP VERIFY W/
RU55 PLAN
UINDOW ATTACHMENT AS
mER MANUFACTURES
�PECIF ICAT IONS
UINDOW SILL
?x STUDS 6 16" O.C. MAX W/
z-11 BATT. INSUL. MIN.
I" T 4 G BUBFLOOR GLUED
AND NAILED AS PER
BAILING SCHEDULE
PRE -ENG FLOOR TRUSS
( INSTALL PER MFG. 5PEC5.)
S" GYPBUM BOARD OR
HIGH STRENGTH CLG.
BOARD
GONG. FILLED LINTEL BLK
W/ (1) *5 REBAR CONTINUOUS
R-4.2 BATT. INSUL.
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIF ICAT IONS
PRECAST SILL
(1) Orp REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
6 16 " O.C.
all CMU
1/2" GYP. WL. 81D.
WOOD BABE
16 O.S.B. SHEATHING OR "" CDX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE ON SHEET
D5
J"THICK, 3 GOAT CEMENT
PLASTER APPLIED TO METAL
LATH OVER 2 LAYERS OF
GRADE D BUILDING PAPER
OR PAPER BACKED LATH
OVER AN APPROVED HOUSE
WRAP
2x4 CONT. TOP AND BT. OF
FLR TRUSS (TOP 2x4
SUPPORTS BT PLATE OF 2ND
FLR, ST. 2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAW VERIFY
W/ TRUSS PLAN
'"THICK, 2 COAT CEMENT "
PLASTER APPLIED
DIRECTLY TO MASONRY
FIBERGLASS SHINGLES
OVER #15 FELT PAPER ON
7/16" 0.5.8. SHEATHING OR ""
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE –
2x4 SUB -BAND –
ALUM. SOFFIT –
5T IFFBACK AT ALL
UPRIGHTS OVER 4'-10"
HIGH (SEE SEALED ENG.
FOR 51ZE 4 CONDITION) -
SECURE 2x4 PLATE TO
WALL W/ 8"x6" THRU-BOLTS
Q 32" O.C. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 126's 5" O.C. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ SIMPSON
HTC4 6 24" O.C. MAX -
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS -
0.5.8. SHEATHING OR 1"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5 -
78" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER —
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 CONT. a TOP AND
8T. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL_
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
'THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2 -STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME
SCALE: 3/4"=I'-0"
2x STUDS 6 16" O.C. MAX W/ '
R-11 BATT. INSUL. MIN.
J" T 4 G SUSFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
VPRE -ENG FLOOR TRUSS
" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) #5 REBAR CONTINUOUS
FLOOR CONNECTION AT PARALLEL/
2 ) PERPENDICULAR PRE -ENG FLOOR TRUSS
SCALE: 3/4"=1'-0"
WOOD
CONSTRUCTION
2x4 BLOCKING BETWEEN
TRUSSES AT FIRST TWO BAYS
4'-0" O.G. (AT SHEATHING
SEAMS)
PRE -ENG GABLE TRU55
CONT. 2x4 RAT RUIN SECURED
W/ (2) 126's -a EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
i" G`r'PSUM BOARD OF,
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS 6 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE - ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
8" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) #S REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) S REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
e 16" 0.a
all GMU
1/2" GYP. WL. BD.
WOOD BASE
1116 O.S.B. OR ;' CDX
TYVEK BUILDING WRA
PAPER BACK
-GALV'D MTL. LATH
--1/5" TEXTURED
FINISH 6 WOOD
-WEEP SCREED
z�
S' CMU
1/2" TEXTURED
FINISH 6 MASONRY
WEEP SCREED
DE'T'AIL (P WOOD TO
2 LOCK CONNECTION
SCALE: 1 1/2"=1'-0"
A R C H I T E C T S
G ousin
Inc
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdosigngroup.com
AA #: 0003325
suigDiv. & LOT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
"1970„
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT
STATE OF FLORIDA
Da23
D Tfc: 12/22/09
SeALL: 1/4 10=1'- 0"
R C H I T E C T S '
Gresi oun
Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & IAT:
TUSCA
SOUTH
LOT#28
PROJECT#
1703.00
MODEL:
"1970"
GARAGE SWING:
RIGHT
PAGE:
misc.
DETAILS
ARCHITECT:
STATE OF FLORIDA
Da23
F 0,11:6Zi
PDAT3;(.) 12/22/09
SCALE: 1/4"=1'-0"
SHEET
D5or
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