HomeMy WebLinkAbout2217 Tulip Valley Pt 10-891 (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
AIR CONDITIONING
FAX:
(407)
850-5300
ADJUSTABLE
• 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 � ��� 99
FOR:
- www. ctrnorton,, com
CBC1252212
5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822
Tel: (407) 830-5200 Fax: (407) 850-5300
DESIGN CRITERIA:
DATE
ABBREVIATIONS
11/3/05
D.R.I4 5ASE MODEL CI4ANGES
I
• FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL
ABV.
ABOVE
LAY,
GENERAL NOTES
A/C
AIR CONDITIONING
LUM.
W/2009 SUPPLEMENT
ADJ.
ADJUSTABLE
M.C.
*2007 FLORIDA FIRE PREVENTION CODE
ALT.
ALTERNATE
MFR.
MIN.
• NATIONAL ELECTRICAL CODE (NEC) -, 2008 EDITION
AMP.
BD.
AMPERAGE
BOARD
M.T.
*ALL LOCAL AND STATE CODES
CL
CAB.
CENTERLINE
CABINET
MTD.
MTL.
PAIR
CLG.
CEILING
N.T.S.
6—ELECTRICAL
CLR.
CLEAR
O.C.
RISER.
CONC.
CONCRETE
PL
RETURN AIR GRILL
CPT.
CARPET
P.B.
D4—MISC.
C.T.
CERAMIC TILE
PH.
• OCCUPANCY - RESIDENTIAL, GROUP R3
D.
DRYER
PLT.
DBL.
DOUBLE
PLYWD.
• CONSTRUCTION TYPE - VB
D.G.
DUAL GLAZED
PR.
• MIN. INTERIOR FINISH - CLASS B
DIA.
DIAMETER
P.T.
*BASIC WIND SPEED - 120 MPH (M/S)
DIM.
DTSP.
DIMENSION
DISPOSAL
R
RAD.
o1—STORY RESIDENCE —
DP.
R.
DEEP
R.A.G.
REF.
92—STORY RESIDENCE — MAX. HEIGHT AS PER
n
DOWNSPOUT
SHOWER
LOCAL AND STATE CODES
DTL'
DETAIL
R.O.
D.W.
DISHWASHER
S.C.
SPECIFIC PARAMETERS FROM FBC 2007 CH. 3
EA.
EACH
S.D.
USED FOR DESIGN INCLUDE:
ELEV.
ELEVATION
S.H.
SHT.
EQ.
EQUAL
*CONCRETE MASONRY RESIDENTIAL
EXH.
EXHAUST
SHTHG.
O CONSTRUCTION WOOD FRAME CONSTRUCTION
EXT.
F.G./FX .
EXTERIOR
FIXED GLASS
SHWR.
SIM.
*AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05
F.G.
FUEL GAS
SL.
Fes'
FLR.
F
FLOOR
SL. GL.
STD.
S Q. F T. C AL C. S
FLUOR.
FLUORESCENT
SWS
FR. DR.
FRENCH DOOR
LIVING 1542 SQ. FT.
FTG.
GA.
FOOTING
GAUGE
TEMP.
TM
ENTRY ELEV. "A 4 u5" 14 SQ. FT.
GAR. DISP.
GARBAGE DISPOSAL
T.O.C.
G.F.T.
GROUND -FAULT CiRCUiT
II
ENTRY ELEV. II C" II D 42 SQ. FT.
T.O.S.
GL.
GLASS
TY'.
GARAGE 392 SQ. FT.
GYP. BD.
GYPSUM BOARD
U.N.Q.
H.B.
HOSE BIB
H.C.
HOLLOW CORE
V.P.
TOTAL ELEV. "A" 4 "5" 1948 SQ. FT.
HDR.
HEADER
W.
HGT. OR HT
HEIGHT
W/
TOTAL ELEV. "C" 8 "D" 19-Iro 5Q FT
INSUL.
INSULATION
WD.
INT.
INTERIOR
WDW.
PATIO 35 SQ. FT.
W/H
W.I.
OPT. COV. PATIO 80 SQ. FT.
REVISIONS
LAVATORY
DATE
DESCRIPTION
11/3/05
D.R.I4 5ASE MODEL CI4ANGES
LUMINOUS
MEDICINE CABINET
4/20/09
R.L. REV151ONS - REMOVE "r=° 4 urn ELrEVATIONS
MANUFACTURER
MINIMUM
METAL THRESHOLD
GENERAL NOTES
FLUMI:3-CUT OVERHANGS, RAISE 5RG. HG;T5. TO
MOUNTED
METAL
PG
{,j
S' -VII ON „A'I 4 II5" ELEVATION5
NOT TO SCALE
ON CENTER
'1130/09
REMOVED FRAMING AT A/C CLOSET IN GARAGE PER LOU AVELLI
10/10/Og
CHANGED A/C FLATFROM
PROPERTY LINE
PUSH BUTTON
LOAD CALCULATIONS
PG
PHONE
PLATE
PG
3A—ELEVATION
PLYWOOD
PG
4A—ELEVATION
PAIR
PG
5AB— FRAMING PLAN "A" & "B"
PRESSURE TREATED
6—ELECTRICAL
PLAN
Dl—FOUNDATIONFIG
RISER.
RADIUS
D2—MISC.DETAILS
��`�E
RETURN AIR GRILL
D3-1—STORY
WALL SECTIONS
REFRIGERATOR
D4—MISC.
DETAILS
PG
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
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
swroRD BUILDIto WT.
CONt,STRuED TO N07 AS AUTHORITY S5GTO VIOLATE.
TN4E WOR
CR
CANCEL, ALTER. OR SET ASIDE ANY OF TW
IPS UANOE OFF, PERMIT PIREVENTDTHE E3U LSSA G
DEPT FROM THEREAFTER PLANS CONSTRUC 10C
TION OF ERRORS ON
OR OTHER VIOLATIONS OF THE CODES'
/0 49 0000
p #
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750 "
PH: 407-774-6078
FAX: 407-774-4078 .
www.abdesigngroup.com
AA #: 0003325
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0
TUSC .A
P LAC E
NORTH
LOT 19
as t�
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PROJECT#
1703.00
MODEL:
? 42`
T�1
GARAGE OWING:
PAGE: m
COVER
PAGE
ARCHITECT:
JA S CANTWELL
NO ]2079.
D : 02/11/1.0
9(VLE: 1 /4" - V - o'
SHEET
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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
PG
1C—WIND
LOAD CALCULATIONS
PG
2—
FIRST FLOOR PLAN
PG
3A—ELEVATION
"A" FRONT &REAR
PG
4A—ELEVATION
°A° LEFT &RIGHT
PG
5AB— FRAMING PLAN "A" & "B"
PG
6—ELECTRICAL
PLAN
Dl—FOUNDATIONFIG
DETAILS
PG
D2—MISC.DETAILS
��`�E
PG
D3-1—STORY
WALL SECTIONS
PG
D4—MISC.
DETAILS
PG
D5—MISC.
DETAILS
swroRD BUILDIto WT.
CONt,STRuED TO N07 AS AUTHORITY S5GTO VIOLATE.
TN4E WOR
CR
CANCEL, ALTER. OR SET ASIDE ANY OF TW
IPS UANOE OFF, PERMIT PIREVENTDTHE E3U LSSA G
DEPT FROM THEREAFTER PLANS CONSTRUC 10C
TION OF ERRORS ON
OR OTHER VIOLATIONS OF THE CODES'
/0 49 0000
p #
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
0w
i„
oZ
0
TUSC .A
P LAC E
NORTH
LOT 19
as t�
-I aeq
PROJECT#
1703.00
MODEL:
? 42`
T�1
GARAGE OWING:
PAGE: m
COVER
PAGE
ARCHITECT:
JA S CANTWELL
NO ]2079.
D : 02/11/1.0
9(VLE: 1 /4" - V - o'
SHEET
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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 10.55
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
3/8 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 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND
IRRIGATION.
3. 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 Y 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, LINO. 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/".
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 I 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 F'm =1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, 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'/4 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" X6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. 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 3/"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
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, UINO.
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 7116" 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 5/8" 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 %" 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 1/2" 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 L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE 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 %" 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, a" 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.
ARCH IT ECTS_.
Desi n
Groun�.
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750 .
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUB3DIV. & LOT:
TUS C A
PLACE
NORTH
LOT 19
PROJECT#
1"703.00
MODEL:
1542"
GARAGE 8 WING:
LEFT
PAGE:
GENERAL
NOTES
ARCHITECT:
CANTWELL-
10 12079
DA": 02/11/10
8 ALE: 1/4"=l- - 0"
SHEET
GNorl
v
■
411
1
CON(.
SLAB.
-44 1/2"
4� lm I a U1
-3 1/2F,
DI O
HB. �
EXTEN
1
0SLAB 11/2" D1 I D)
m' -Pa" ELEv.
i=1N. GONG. 5LA5 ■
- r
4" CONC. REINFORCED
W/6 "X6" Wi.4 X UJIA WWM N 1
OR FIBERMESP ON 6 -MIL. D1 ■
VAPOR 5ARRIER ON I
WELL -COMPACTED
CLEAN TERMITE
TREATED FILL OR
APPROVED SUBSTITUTE,
Q (RECRUIT TT SYSTEM)
LAV. I�
10
S/d a IL_��I
ItV
®II � I ■
r-� L_�
oIlz ( l
L_ =� (P l J
tc:
pOa I -0'—----------AWA
Q I I o I I 1=1N. CONC. SLAB
I
Q� � ■ I D II L__ J EXTEND D
4 P.V.C.
zw r--� SLA511/2"
0 �q JU N I CHASE EXTEND
0 4 X 3f O T- a I SLAB 1 1/2"
u�
woo L— 10 1 I f
� l.Ul l- . �I I� I� D 1 i p I■
3 � 411Cj
a° I
-
2" STEEL ■ 2 -5 -5 1/2° m <r
-2'-0 I _
PIPE I .31-111I �
50LLARD
■
3'-611 3'-0"
-mi, i—m -1 0
2
m
� -3 1/2"
N S I w I
(p �' ( m i -41/2°
0 I- 4"
■ I CONC.
I- -SLA5 _I
.I I
I � I■
m -1 1/2"
16'-0" 1'-4" 4'-8" 4'-a" 12'-0"
21'-4"
40'-0"
FUUNDATlu"N PLAN ELEVATIONA99 8c 99B
101
-011
24"x24"x12" CONC.
PAD W/ 3 -*5 BARS
E.W. ON CHAIRS MIN.
3" COVER
� -4 1/2" � I
4" U 1
CL 6LA5.
-31/2"
cove PoRcH
gk 0'-m" ELEV. 1
1=1N. CONC. SLA5 I ■
I � I
sae 111/2
r� I-3'- 4 S" I ■
s-
— -31/2" 1
IL—
a
61 -41/2"
4"
CON(.
SLA15
2 ELEV, 99 C 99 & 99 D 99
A/C S IMPSON W5
SECURE STRAP TO UNIT ROLL STRAP
CONC. W/ (2)-3/16"X2" OR EQUAL
TAP -CONS
SECURE SCRAP t0
CONI. SLAB UNIT W/ C2) *axl 1/4
SPT MTL SCREWS
A1C CONNECTION
20 PAD DETAIL
1441 N. RONALD REAGAJBLV6.
LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngrouo.
AA * 0003325
SU'BTIM & IAT:
TUSCA.
PLACE
NORTH,
LOT 19,
PROJECT#
1703.00
MODEIA
1542"
GARAGE SWING:
LEFT.
PAGE:
FOUNDATIO
PLAN
ARCHITECT:
STATE OF FLORIDA
U
nAftE: 02/11/10.
SCALE: 1/4"=1'-0"
SHEET
or
■
1
Caq LAV.
1
2x6 WALL
2'-9"
411
1
CON(.
SLAB.
-44 1/2"
4� lm I a U1
-3 1/2F,
DI O
HB. �
EXTEN
1
0SLAB 11/2" D1 I D)
m' -Pa" ELEv.
i=1N. GONG. 5LA5 ■
- r
4" CONC. REINFORCED
W/6 "X6" Wi.4 X UJIA WWM N 1
OR FIBERMESP ON 6 -MIL. D1 ■
VAPOR 5ARRIER ON I
WELL -COMPACTED
CLEAN TERMITE
TREATED FILL OR
APPROVED SUBSTITUTE,
Q (RECRUIT TT SYSTEM)
LAV. I�
10
S/d a IL_��I
ItV
®II � I ■
r-� L_�
oIlz ( l
L_ =� (P l J
tc:
pOa I -0'—----------AWA
Q I I o I I 1=1N. CONC. SLAB
I
Q� � ■ I D II L__ J EXTEND D
4 P.V.C.
zw r--� SLA511/2"
0 �q JU N I CHASE EXTEND
0 4 X 3f O T- a I SLAB 1 1/2"
u�
woo L— 10 1 I f
� l.Ul l- . �I I� I� D 1 i p I■
3 � 411Cj
a° I
-
2" STEEL ■ 2 -5 -5 1/2° m <r
-2'-0 I _
PIPE I .31-111I �
50LLARD
■
3'-611 3'-0"
-mi, i—m -1 0
2
m
� -3 1/2"
N S I w I
(p �' ( m i -41/2°
0 I- 4"
■ I CONC.
I- -SLA5 _I
.I I
I � I■
m -1 1/2"
16'-0" 1'-4" 4'-8" 4'-a" 12'-0"
21'-4"
40'-0"
FUUNDATlu"N PLAN ELEVATIONA99 8c 99B
101
-011
24"x24"x12" CONC.
PAD W/ 3 -*5 BARS
E.W. ON CHAIRS MIN.
3" COVER
� -4 1/2" � I
4" U 1
CL 6LA5.
-31/2"
cove PoRcH
gk 0'-m" ELEV. 1
1=1N. CONC. SLA5 I ■
I � I
sae 111/2
r� I-3'- 4 S" I ■
s-
— -31/2" 1
IL—
a
61 -41/2"
4"
CON(.
SLA15
2 ELEV, 99 C 99 & 99 D 99
A/C S IMPSON W5
SECURE STRAP TO UNIT ROLL STRAP
CONC. W/ (2)-3/16"X2" OR EQUAL
TAP -CONS
SECURE SCRAP t0
CONI. SLAB UNIT W/ C2) *axl 1/4
SPT MTL SCREWS
A1C CONNECTION
20 PAD DETAIL
1441 N. RONALD REAGAJBLV6.
LONGWOOD, FL 327PH: 407-774-607FAX: 407-774-407www.abdesigngrouo.
AA * 0003325
SU'BTIM & IAT:
TUSCA.
PLACE
NORTH,
LOT 19,
PROJECT#
1703.00
MODEIA
1542"
GARAGE SWING:
LEFT.
PAGE:
FOUNDATIO
PLAN
ARCHITECT:
STATE OF FLORIDA
U
nAftE: 02/11/10.
SCALE: 1/4"=1'-0"
SHEET
or
n-aI Q11
DOWEL PLAN 99 B 99
ELEVATION " C" & "D"
A R C H I T E C T 9
I�
Desi n
rou �nc.�
1441 N. RONALD REAGAJIBILVD.
LONGWOOD, FL 327PH: 407-774-607FAX: 407-774=407www.abdesigngroup.
AA #: 0003325
SUHDIV. & LOT:
TUS C A. T
PLACE
NORTH
LOT 19
PROJECT#
1'03.00
MODEL.:
„1542"
G"ACAE SWlk; A:
LEFT
PACAE:
DOWEL
PLAN
mmmmlow
ARCHITECT:
STATE OF FLORIDA
� g
JA CANTWELL
NO 12079
D ; 02/11/10
SCALE: 1/4"=1'-_7
SHEET
I A OF I AD
SAFE AD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U–LINTELS
�*■
LINTEL
NO-
LENGTH
GRAVITY
T"I'ME
11
C D
GRAVITY
LATERAL
TYPE
LENGTH
We
era -me 81212-0B t6-® 0-0 4- 6-0 32-0
5128-15 W2-15 51216-15 SF20-15 SM4-18 aF25-15 OP32-15
V-10"(349 'PRECAST
2302
3166
4413
6039
9526
9004
10412
11936
3166 4413 6039 1526 9004 10412
11936
3'-6' (429 PRECAST
2302
3139
3311
4689
6001
1315
8630
9941
3166 4413 6039 1526 9004 10412
11936
*-V(489 PRECAST
2029
2325
2496
3461
4438
5410
6384
13158
2646 4413 6039 1526 9004 10412
11936
4'-6' l54") PRECAST
1651
118'1
1913
2651
3403
4149
4896
5644
2110 4021 6039 1526 9004 10412
9666
5'-4" (64') PRECAST
1184
1223
1301
1909
2311
2826
3336
3846
1665 2889 50b1 6096 5400 6424
1450
5'-10"(709 PRECAST
9-12
1000
1059
1414
1889
2304
2121
3131
1459 2464 4144 9,456 4431 5280
6122
PRECAST
931
1255
2101
3263
2146
3358
3911
4585
1255 2101 3396 5260 1134 8995
6890
Z'-6" (SO')PRECAST
161
1029
1615
2385
1994
2439
2886
3333
1029 1615 2610 3839 5596 6613
5041
9'-4' (112') PRECAST
5-13
632
1049
1469
1210
1482
1154
2021
168 1212 1818 2544 3469 4030
3121
PRECAST
456
482
802
1125
915
1122
1328
1535
658 1025 1514 2051 2114 3130
2404
11'-4' 11369 PRECAST
445
598
935
1365
1854
2355
1193
2015
598 935 1365 1854 2441 3155
1 40'44
12'-0"C144') PRECAST
414
545
a64
1254
1689
2014
1510
1818
555 a64 1254 1693 2211 2832
3590
13'-4' C160') PRECAST
362
421
126
1028
1331
1635
1224
1418
485 148 1016 1438 1855 2343
7920
14'-0"C168') PRECAST
338
381
648
919
1190
1462
1091
1260
455 100 1003 1335 1114 2153
2666
14'4"(1169 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NIR
465 165 1310 2045 2610 3185
311255
15'-4" (184') PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NIR
420 695 1250 1855 2310 2890
3410
11'-4" (208")STRESSED
NR
NR
NR
NR
NR
NR
NR
NIR
310 530 950 1400 1800 2200
2600
IV -4'(2329 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NIR
240 400 150 1090 1400 1120
1 2030
21'-4' (2569 PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
I NR
183 330 b10 940 1340 1180
1 2110
22'-0'(264') PRESTRESSED
NRNR
N.R.
NR
NR
NR
NR
NR
NR
160 300 510 810 1250 1660
1910
24'-0C28IS9 PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
NiR
130 240 410 120 1030 1350
1610
8" PRECAST & PRESTRESSED U—LINTELS
-M=WUL.0 YALue OT /711 rWK "71ff+VC •ow rirm w ROAR
8 PRECAST W/ 2" RECESS DOOR U—LINTELS
LINTEL
NO-
LENGTH
UPLIFT
T"I'ME
11
C D
GRAVITY
LATERAL
LENGTH TYPt212121818
TYPE
LENC-3TH
-1t
16 -It
20-1t
24-I
8-1
SF32-1T
8U8
8128
-2 16-2 0-2 4-2 28-Z aP32-2
2'-I®"C34') PRECAST4
3053
3412
18
4101
5332
6569
113
9055
2®21
2021
39810 6401 9630
3'-(o' (42') PRECAST
2114
932-0
4481
.4231
5219
6204
1192
1251
1251
53165 4125 5091 6061 1036
(489 PRECAST5
1602
9
2832
3680
4$32
5381
62454'-0'
938
938
2150 3$83 4422 $264 6110
4'-W(549 PRECAST
1660
1162
2501
3251
4010
4161
5525
121
121
1660 1105 1 2435 3111 3913 4658 5406
5'-4' l64') PRECAST
1393•11404
Sol
2110
2141
3315
4010
4648
505
505
13S311431 2000 2610 3293 3920 4549
51-10"(109 PRECAST
1212• 1
1351
1930
2505
3064
3665
4241
418
418
1212 1 1315 1815 2441 3010 3583 1 4151
6'-6' (loll) PRECAST
1141•
1200
1133
2250
2169
3290
3812
-101
881
1141 1182 1684 2192 2103 3216 3132
7'-6" (90")PRECAST
959+
SW
912
1029
1 1415
1466
1914
1901
2354
2351
2191
2191
3240
32415
591
rn5'1
9'-4' (112') PRECAST
e11•
801
612
1515
Sam
1192
1269
I55m
1560
1910
1852
2211
2144
2634
454
630
10'-6"(126') PRECAST
116"
498
193
1021
1261
1496
1131
396
493
116 bit 1039 1389 1111 2034 2358
II' -4' (1361) PRECAST
666•
439
6%
899
1104
1309
1515
630
556
666 535 9m5 IZ95 1$95 1896 217'363
12'-0" C144') PRECAST
601•
400
631
816
1001
1186
1312
340
494
631 486 618 1209 1514 11-A 2086
PRECAST
500•
340
1 532
686
841
991
1153
302
398
513 409 682 1004 1361 1631 1891
14'-0"(1689 PRECAST
458•
316
493
635
198
922
1065
286
360
548 318 629 922 1254 1561 1916
14'-8" (116'1 PRESTRESSED
433
295
459
591
124
851
990
N.R.
35-f
352 582 857 1156 1491 1142
15'-4'(1849 PRES I RESSED
P228
218
430
553
611
801
925
321
329 542 191 1012 1381 1616N'R'
1208")PRESTRESSE188
236
361
464
561
610
11411'-4'
N.R.
255
216 449 649 814 1121 1389
19'-4' (2329 PRESTRESSED
165
1201
313
401
490
518
661
N.R.
204
165 239 383 550 136 940 1160
21'-4' (2569PRESTRESSED
145
186
218
356
433
512
590
N.R.
112
142 212 336 411 635 801 993
22'-0"(264')PRESTRESSED
140
180
268
343
418
493
568
N R
161
131 205 322 451 601 111 941
24'-0'(288') PRESTRESSED
121
165
244
312
380
441
1 515
N.R.
1 135
124 1 186 1 290 1 408 1 538 680 1 833
-M=WUL.0 YALue OT /711 rWK "71ff+VC •ow rirm w ROAR
8 PRECAST W/ 2" RECESS DOOR U—LINTELS
8" PRECAST W/ 2" RECESS DOOR U—LINTELS
LINTEL
NO-
LENGTH
UPLIFT
T"I'ME
11
C D
GRAVITY
LATERAL
TYPE
TYPE
LENC-3TH
8RP14-05AT
-p OW10-915 SM14 IB- 9127°72- 6-
B1QF31a-®D
6Rr-64T BRFI®-2 BW4-2T DWO-2T SRF22-2T AW26-
aFFir-19 BRFIO-19 8W14 -I0 8711215-16 SRF22-15 OW26-0
OW30-IB
4'-4'
(529 PRECAST
1489
1591
1821
3053
3412
2982
4982
3954
6412
4929
1941
5904
9416
6880
10918
4'-6'
(54') PRECAST
1351
1449
2182
2114
3600
4481
5315
62164
1102 3412 4982 6412 1941 9416
10818
5'-8'
(68") PRECAST
2339
832
1602
1550
2058
2566
3015
358 5
185
1153 2162 4014 6412 6516 5814
6039
PRECAST
135
119
1500
1449
1924
2490
2816
3352
1103 2051 3811 6412 6516 5450
6411
Sol
1611
2933
25'16
3223
3812
4522
622
901 1611 2933 4100 6130 6111
61101
gig
161
1311
2252
1958
2451
2944
3439
665
164 1311 2329 3609 5492 6624
5132
1132
1941
311
420
834
1253
1011
1342
1614
15186
535 928 1491 2119 2618 3595
1 2815
8" PRECAST W/ 2" RECESS DOOR U—LINTELS
•I'Q-.VuG+C YALue al 17� rwm ra rAwr. -ew rISLM IQ-GAI%
PATIO
L— 6
_—T25 -SN L— 7 25 -SH 25 -SH
EGRE55 IECxREss ECxRESS
BDRM.• 3
8'-8" CLCD.
BATH #2
8'-8" CLCD.
0
f- -1 FC
BDRM.#2
s' -a" cLc.
II
r — — -1 LAUN.
S' -a"
--------- I I CLC%
L --..—J
— — BRKFST
LL== —J 1H5 -SN
0
5065 S.0*.D•
KIT(
8'-8"
FAMILY
ROOM
8'-8" CLG.
I—
L-----J
GARAGE
8'-8" CLCx.
�_H_ — — — —
OWNERS
SUITE
8'-8" CLCD.
0.
BATH
V-8" CLG.
lv�l
W.I.C.
— J
L— 4
ELEVATION 99 99 & 998 99
6-B" 5EARiNG HEIGHT THROUCzH OUT
ELEVATION "A" 4 "5"
LIVING ROOM/
DINING ROOM/
OPT. BEDRROOM #4
81-8,11 CLG.
35 -SH W/
ARCH TOP 10111
L-1
CAST -CREWE LINTEL SCHEDULE
LINTEL
NO-
LENGTH
UPLIFT
T"I'ME
11
C D
COMMENTS
LATERAL
TYPE
Bt�b-IT BREI® -IT 818=14-1T 8F�18-IT SRF22-1T 8RF26-IT 81*30-1
8RP14-05AT
Lr=ws
6Rr-64T BRFI®-2 BW4-2T DWO-2T SRF22-2T AW26-
0-2
9RU
L 3
1244 1
1513
2413
3260
4112
4961
5825
SF32-15/IT
W-4' (529 PRECAST
4'-61'
8F24 -05/1T
81216-05/IT
L 6
4'-6"
SF24-05/1T
S32
932
L
1244
1519
2339
3110
4008
4850
5696
81216-015/1T
L 9
1192
1501
2311
3121
3931
4156
5511
4'-6' C54") PRECAST
853
853
1192
1455
2240
1 3036
3839
4643
5453
924+
1112
1195
2423
3055
3669
4325
924
1132
1941
2351
2918
3603.
4230
5101
5'-8' (669 PRECAST
5101
M.
1138
1142
2352
2965
3561
r2'- 10" (10') PRECAST
896
1099
1690
2288
2891
3491
469
469
918
am
1513
2042
2513
3101
%'-8' (609PRECAST
630
1100
118
956
1466
1991
2509
3035
685
691
1325
1810
2280
2153
12450
�'-6' C90') PRECAST
110
941
688
849
1302
1162
2725
2690
533•
433
am
1123
1413
1104
9'-8' (116') PRECAST
516
614
533
521
1009
1369
1128
2089
•I'Q-.VuG+C YALue al 17� rwm ra rAwr. -ew rISLM IQ-GAI%
PATIO
L— 6
_—T25 -SN L— 7 25 -SH 25 -SH
EGRE55 IECxREss ECxRESS
BDRM.• 3
8'-8" CLCD.
BATH #2
8'-8" CLCD.
0
f- -1 FC
BDRM.#2
s' -a" cLc.
II
r — — -1 LAUN.
S' -a"
--------- I I CLC%
L --..—J
— — BRKFST
LL== —J 1H5 -SN
0
5065 S.0*.D•
KIT(
8'-8"
FAMILY
ROOM
8'-8" CLG.
I—
L-----J
GARAGE
8'-8" CLCx.
�_H_ — — — —
OWNERS
SUITE
8'-8" CLCD.
0.
BATH
V-8" CLG.
lv�l
W.I.C.
— J
L— 4
ELEVATION 99 99 & 998 99
6-B" 5EARiNG HEIGHT THROUCzH OUT
ELEVATION "A" 4 "5"
LIVING ROOM/
DINING ROOM/
OPT. BEDRROOM #4
81-8,11 CLG.
35 -SH W/
ARCH TOP 10111
L-1
CAST -CREWE LINTEL SCHEDULE
14^S1T=4A1GT4t LINTEL SCHEDULE
LINTEL
NO-
LENGTH
T *rPE
ELEV. 11,44 411511ELEV.
T"I'ME
11
C D
COMMENTS
L 1
5'-4"
ORF14-05/1T
8RP14-05AT
L 2
4'-4"
SRF22-05AT
8W32-05AT
L 3
3'-6"
8F24-05AT
SF16-05117`
L 4
1`1'-4'
SF24-15AT
SF32-15/IT
L 5
4'-61'
8F24 -05/1T
81216-05/IT
L 6
4'-6"
SF24-05/1T
SF16-05/1T
L
6'-6"
SF24-05AT
5F32 -05/1T
L 8
4'-6"
8F24-05AT
81216-015/1T
L 9
4'-6"
8F24-05/iT
81216-051iT
ORF14-05/1T
SF16 -O5AT
8F16 -15AT 8%F30 -05AT SF32 -O5/1T SF32 -15AT
14^S1T=4A1GT4t LINTEL SCHEDULE
LINTEL
NO-
LENGTH
T *rPE
ELEV. 11,44 411511ELEV.
T"I'ME
11
C D
COMMENTS
L 1
5'-4"
ORF14-05/1T
8RP14-05AT
L 2
4'-4"
SRF22-05AT
8W32-05AT
L 3
3'-6"
8F24-05AT
SF16-05117`
L 4
1`1'-4'
SF24-15AT
SF32-15/IT
L 5
4'-61'
8F24 -05/1T
81216-05/IT
L 6
4'-6"
SF24-05/1T
SF16-05/1T
L
6'-6"
SF24-05AT
5F32 -05/1T
L 8
4'-6"
8F24-05AT
81216-015/1T
L 9
4'-6"
8F24-05/iT
81216-051iT
l
FOYER
9'-4" cLGz.
II I I
II ��
BRKFST LIVING ROOM/
V-4' GLc. — _ —_ DINING ROOM/
OPT. BEDRROOM4
L— 2 9 -4 GLC:.
L -2
1H5 -SH
ENTRY
CLCs. 35-5H W/
ARCH TOP
l L-1
LECEVATION
99 &
UT
ELEVATION "C" 8 "D"
SAFE LOAD TABLE NOTES /2 JR AT toP
GENERAL NOT S MIN. 11J REc.I'D
•�jr/21 CLEAR
MATEi�iALs1. All values based on minimum 4' bearing. Exception.- Safe loads for unfilled T`rF'E DESIGNATIONI. Provide full mortar head and bed joints. lintele must be reduced by 20% if bearing length is less than 6-1/2'.
I. f'c precast Iintals 3500 psi. Safe loads for all recoased lintels based on 8' nominal bearin .:U2. f'c prestressed lintels ®6000 pet.2. Shore filled lintels as required. g• r • PILLED WITH GROUT / U - UNNLLED i3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated.QUANTITY 012 *5 iZESAR At3. f'c grout ■ 3000 pet w/ maximum 3/8' aggregate. 4. Lintels are manufactured with 5-1/2' long notchas at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified.F F cp T
4. Concrete masonry units (CMU) per ASTM C90 w/ 50TTOM 012 LINTEL CAVITY X .•
minimum net area compressive strength = 1900 pal. vertical call reinforcing and grouting. 4. Safe Ivads basad on grade 40 or grade 60 field mbar. '� ° GROUT
5. Rebar provided to precast lintel par ASTM A615 GR60. 5. All lintels most or exceed L/360 vertical deflection, except lintels 11'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing _ ,n "�
Rold mbar per ASTM A615 GR40 or GR60. longer with a nominal height of S' most or exceed L/IsO. addional reinforced masonry above the precast lintel. O� 16 15/1 z
6. i5ottom field added rebar to be located at the bottom of the lintel cavity. 6. One w -i rebar may be substituted for two "5 rabar6 in 8' 1lntale only. .p *i5 RESAR AT VITY
y
trend per ASTM A416 rade y T CAVITY
6. Prestressing s OF IN
Pr L EL
g p g
steel or mechanical anchorage. 1 1/32 diameter wire
stirrups are welded to the bottom F m
g evaluate concentrated loads from the safe load tables b
p 1.
The dorsi nar may ev a
low relaxation. y
110 re x on.
1. '1/32 wire per ASTM A510. S. Ca6t-in-place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum reelsting moment and shear at d -away from the face of support. NOMINAL WIDTH QUANTITY OF •3 50TTOM REIIN12oRCiNG
8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 S. 1 -or composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT RE5AR AT TOP 1-5/8'ACTUAL PROVIDED IN LINTEL
93. All safe loads 1n units of pounds per linear foot. 8' NOMINAL WIDTH (VARIES)
ARC HITECTS
Des#in
rounc
141 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a b d es i g n gro u p. co m
AA #: 0003325
SUDDIV. & LOT -.
TU s CA
PLACE,
NORTH
LOT 19
PROJECT#
1703.00
MODEL:
1542"
G'ARAG'E SWING:
LEFT
PAGE:
LINTEL
SCHEDULE
(CAST—CRETE)
ARCHITECT
STATE OF FLORIDA
DACE: 02/11/10
SCALE: 1/4"=1'=0"
SKEET
of
�� 161
UJ f UJA Nrl'
CONCRETE FRODUCT6, INC.
P.O. BOX 215 ZELLWOOD, FL 32198
(401) 886-2511
1-800-654-5139 FAX 407-886-0795
L INTEL
NO.
LENGTH
TYPE TYi=E
ELEV. r4 1:3 ELEV. G 411DII
COMMENTS
L -I
5'-4"
8/14-5-1U/0L 8/14-5-1U/0L
REc1=55ED
L-2
4'-6"
8/22-5-1U/0L 8/32-6-1U/0L
RECESSED
L-3
3'-6'
8/24-6-1U/0L 8/16-8-IU/0L
PLAIN
L-4
1-1'-411
8/24-5-1UAL 8/32-5-1UAL
8/20-3-11L
L-5
4'-6"
8/24-5-IU/0L 8/16-5-1U/0L
PrecaN
L-6
4'-6"
8/24-5-1U/0L 8/16-S-IU/0L
0000
L-11
6'-6"
8/24-5-11J/01- 8/32-5-1U/0L
2'-10'
L-8
4'-ro"
8/24-5-1U/0L 8/16-8-1U/0L
10000
L-9
4'-E,"
8/24-5-1U/0L 8/16-S-IU/0L
10000
PATIO
9 -- -- 9
L— 7
ESGRESS EGRESS
5068 S.C.D.
BDRM. 3 OWNERS
SUITE
FAMILY 8'-8" CLG-
81-811
8'-8" CLG.
FOYER
V-4" CLG.
01
II
II
BRKFST _ _ LIVING ROOM/ I BATH
A8 cLG 2 I I
13'-4" GLG DINING ROOM/ I I
OPT. BEDRROOM #4 I 1
L— 2 9 4CLG. 0 ]
1H5 -SH
L— 3 ENTRY 35-sH w/
CLG. ARCH TOP
L-1
---------------
(ji:)EIIEVATION 99 C 99 & 99 D 99
-ARING HE
15E: IC-sHT THROUGH 007--
ELEVATION "c" 4 "D"
BDRM. 2 oI KITCHEN
0 V-8" cLG.
V/ I
C41U
II
— — -� _LAUN.
-------- CLG
F ------I
I I
L ----- J
GARAGE
6-8" CLG.
L- 4
------ -----
16'-0"X-T'-011O.HD.
FOYER I I
I al -8" cLG.
II I I
LIVING ROOM/
DINING ROOM/
OPT. BEDRROOM #4
V-8" CLG.
0.
BATH
8'-8" CLG.
L- 9
25 -SH
EGRESS
L"_ 3 35-5H UJ/
ARCH TOP
L-1
ELEVATION "A" & "B"
V -S C FARING HEIGHT THROUGH OUT
ELEVATION "A" 4 "B"
i
8" LINTEL UPLIFT
1 •�r
���ra-'9n�C7ilr>Q"nl�Jr.>•�r� �n•r1�ra �n•rTres �n�r->'ira-�n�rrxr_�t,
"®�t �i..>•� �.. ,�. , e . � .... fir':': 7� .. � . . .
�f I'1 >�(,,.'r:'lam( J�rr:�l l�J�( ,• Jar I I J_f
�'•]1•��:�]-7r��r , _Jaf'Il�J�(r� l�(,Ir,,1�(r
Nmpkl-m No A( k1•� i ��(rl lrl J=Ld , rJl♦rrlr7. 2 r r 1
JarIl- Jam(
���17•• �aaaarr�rs�l-l-l-vat:i^�1a�L':i:i."i"'J�11'1"1'J�( '!J
aY(1 �=.1•t-7"J%.'%�_(r i i;rJ�f :'ol ofd(•r:�r:•rJ�(ol'r,''rl'iJ�(rir1� �Jf
ra>!'cr���rfz��as�t■�rzl%>.ati�-r+:a�r�l-.� .��>a�r,,.�,,�,i
tl-.`-]��1-i xt•����(r�rj,T,l�frl'r Jr(I 1I l�rr r'r�
���(,11(_�aY1X1>•�� 1r r�tS���yw �a[1 r 7�[_SL�
s[.7�1•�r�was--sxr>•s.res_a�r,;,, ��rl l�O[�� "�>I
�����)c>�aaYl � .>•�-res->•SL•;.�a�-�.1� >•�� �-a
����ra.~•���"r.x7 ��rxr-��wrcra�t �"t%ate
���a��� 1:wra�1= �f%>•���7=.aaKf�y��res��
a4i%�a�;;��!'if laa�•1 7%S�a�-]-S-ta�1"SZ=��rj�
�-=Z;%aa11YYa•al(=751 �aCf 11>'�,{-�-ia�,ox11��'�
Kira �-� �� ��a �r�> >• �a �rc��
�J♦�(�7=7=��47�rLl�f L'r��'f=7 �l�S�la=��5-�x�
���ir����:>c]I��elf�sa� r�a•owzr^a�l-zs�a
�77��._'=k�a�a�l-rr%a�'r�r� �iwx>•�.]rL�J•
���7!•tifl��:x�a�%rr%J��r �ra�Cle��C11�
✓��.'r;'��Y4'-a���i�'f'1='ra!'L1•:'Fa�'7 i=i=»
��R � ��11y��LiB�� �)1•�l�rl��'CY1,�
i"�L1• �7j� �•]C=� ��-Z! �=7 wa �Z�� �11��
���"T x��L���i:!•�=Yk]siC=k�ETZI�f L!-�
ALT-�i1 T��-1L�
%A ■ Not Recommended
12" LINTEL GRAVITY
8" LINTEL GRAVITY
LINTEL
LINTEL
SAFE LATERAL LOADS
(PLF)
SASE GRAVITY LOADS (PLP)
Two
pip
Ism
TOTAL8"
PLF
et
6/0 -6 -mL 0/12 -6 -mL
0/16 -6 -mL
0/20-6-m
6/24 -6 -mL 0/20-8-m
0/92 -S -mL
LENGt
tYPE
PLAIN
B/8 -8-I1-
8/12 -8 -IL
0/I6 -8-1L
8/20-3-11L
6/24 -6 -IL 8/28 -6 -IL 8/32-6-1L
1282 -8 -IL
2'-10'
PrecaN
849
10
10000
0000
0000
100000000
51-10'
2'-10'
PRECAST
6027
8491
10000
10000
10000
10000
10000
10000
00
1'-8'1
Precast
4011
9339
10000
18000
10000
10000
10000
3'-6'
PRECAST
2603
4071
1009W
10000
1 10000
10000
10000
10000
4'-6'
1114
Proust
2921
6133
9515
loom
10000
10000
10000
4'-0'
PRECAST
1821
2921
1853
10000
10000
10000
10000
10000
430
1 00"
loom
2214
5018
71'19
WL34
10000
10000
10000
4'-b'
PRECAST
1395
2214
5412
10000
10000
10000
10000
10000
250
Precast
Prostrassed
2111
46160
6585
8520
10000
10000
10000
4'-5'
PRECAST
1298
2111
4902
10000
10000
10000
10000
10000
M32
loom
---w22jL—
1651
3
3
6239
'1655
1
loom
9'-4'
PRECAST
1006
1651
355b
643-1
1 10000
10000
loccol
10000
Precast
ibis
1461
3001
5111
8558
109W
10000
10000
5'-10'
PRECAST
848
1461
3001
5111
8858
10000
10000
10000
loom
WNW
629
13 2M 4119 6260
1232
2440
3994
6250
81589
10000
10000
6'-6'
PRECAST
110
1232
2440
3934
6250
10000
10000
1009W
two
I
2011
1001
1918
2942
4346
6461
loom
1009W
1-6'
PRECAST
562
1001
1918
2942
4346
6461
10000
10000
6634
490
1 904
3184
975
1849
2819
4131
6070
9245
10000
1'-8'
PRECAST
544
915
1649
2819
4131
6070
9245
10000
941
6'-4'
2121
916
1124
2602
3151
5030
7958
10000
8'-0'
PRECAST
511
916
1124
2602
3151
5405
1958
10000
341
160 132 2 2156 312 1 4064
621
13'-4'
864
1615
2415
3444
4866
6953
10000
8'-4'
PRECAST
482
864
1615
2415
3444
4810
6,30
10000
1131
1699
234f,
141
1361
1997
2168
3769
5124
-106-1
9'-4'
PRECAST
411
141
1 1361
1991
2168
3169
5124
1061
45"
6'-4'
30M
636
1148
1649
223'1
2962
3883
5094
10'-6"
PRECAST
349
636
1148
1649
223'1
2962
3883
5094
2689
1619
6
14
1028
146
1964
20906
33
4239
11'-4'
PRECAST
315
574
1028
1465
1964
256b
3305
4239
Pretest
43"
595
950
1343
1189
2316
2951
3134
12'-0'
PRECAST
292
533
950
1343
1789
2316
2951
3134
Bel
667
w
505
8981264
1594
1616
2191
2130
3426
12'-6'
PRECAST
211
505
1 898
1264
1616
2151
2130
3426
ow
1161
431
464
1 822
1151
1515
1935
2425
3010
13'-4'
PRECAST
255
464
822
1151
DID
1935
2425
3010
1290
1034
M2
436
769
1013
1406
1,186
2225
2141
14'-0'
PRECAST
239
436
169
1013
1406
1186
2225
2141
N.R
NR
N.R.
N.R
NR
N.R.
14'-8'
PRESTRESSED
N.R.NR
480
811
1234
141
1119 1
21M
2662
NR
N.M.
N.R.
N.R.
NR
NR
N.R.
15'-4'
PRESTRESSED
N.R.
454
165
1160
1331
1,660
2032
2459
NR
N
N.R.
N.R.
NR
NR
NR
11'-4'
PRESTRESSED
N.R.
989
652
982
1111
1319
1611
1991
NR
N.R.N.R.
N R.
N.
N.R.
NR
19'-4'
PREStREESSE D
N.R
339
561
849
960
1 11,711
1415
1616
N
NR
N
N
N.R.
N
NR
20'-0
PRESTRESSED
N.R.
325
543
812
911
1122
1345
1590
101111L
NR
N.R.
N.R.
N.R.
NR
N.R.
21'-4'
PRESTRESSED
N.R.
295
500
146
840
1024
1224
1441
N.R.
NR
N.R.
NR
NR
NR
ZZ' -m"
PRESTRESSED SSEED
N.R.NR
267
451
117
806
981
1171
1316
4' -
20'
PSTRESSED
N.R.R
N.R
NR
NR.
N.R.
N.R.
NR
N.R. - Not RtlCOMee1a61d
Nae - Not lveconno led
B" LATERAL TABLE
LINTEL
SAFE LATERAL LOADS
(PLF)
Le^9
Two
pip
Ism
SAFE GRAVITY LOADS
PLF
et
1900
Total
3'-6'
1t
12'
12/8-6-0L
4'-0"
suet 1
12/70 -6 -OL
-6 -ft
1246-8-0L
12/32-6-0Lth
Plain 12/8-6-L 12/16 -6 -IL 12/20-8-L 12/26 -6 -IL
1282 -8 -IL
2'-10'
PrecaN
Proust
1600
2410000
Prooaet
110
1
51-10'
Precast
625
k0/12-6-OL12/16-6-OL t12/24
1420
10000 1 100"
101000Pretest
Retest
540
1050
7'-6'
B541
440
00
1'-8'1
Precast
Ioom
850
3204
6123 0000 10000
10101004'-®-
410
820
Protest
Proust
9998
im
9'-4-
1
340
100001100011043%4
10'-6'
2242
IMM loom 100"
30
4'-6'
1114
Proust
215
550
15103
1203
255
510
12'-6'
1001010
T12730"
I 1961 I 1"am
10000
4-5'
Preuet 1
Proust
450
2156
Proust 1
210
430
1 00"
loom
WNW
696
3180 1211 levvy loom 100" loom
logm
5'4"
165
Proust
rl'-4'
Prestressed 1
346
320
' '
Prostrosssd
130
280
1239
Prostreesed
51-10"
250
Precast
Prostrassed
24"
4423
22'-0'
Presand
loom
225
wove
1044
2206 4423 I I oom loom
wow
6'4'2M
NA - Not Rstomnended
Proust
31"s
MID
1025
M32
loom
---w22jL—
614 D 1
lledw
1'6'
39w
Proust
aim
1621
2821
46151
1250
S121
loom
101000
692
614 2021 4651 1260 loom loom
lowy
1'-8'
10000
Precast
ibis
2119
444,3
dell
U62
loom
wow I
610
1466 21113 4463 6821 10000 101000
wwo
5'-10'
09
Precast
12W
14610
2636
4119
1 6268
6426
loom
WNW
629
13 2M 4119 6260
9604
6'-4"
3
Precast
Precast
2316
3W3
4064
1
9141
ii:ocw
699018
1299 23'16 3 bud, 6421 1001009'-4'
19
Proust
two
I
2011
3162
4611
6 2
Imil
62
5106
114 II 162 4619 b I
10'-6'
one
Proust
Pla
2
1669
2611
31132
6126
41
6634
490
1 904
3184
1I'-4'
Protest
Precast
2466
14
14
23ft
MID
4431
0616
1301064
966 5676
bila 3218 9
1102
12'-0'
204S
Precast
2911
941
6'-4'
2121
2
40M
5241
4161
360
1101 351 2121 2W4 49W 9241
61w
12'-b'
Proust
603
1211
111
1931
132
4854
9'-4'
341
160 132 2 2156 312 1 4064
621
13'-4'
74M
Protest
3510
124
5469
2621
"41
4313
5423
314
610 1209 1622 1 2921 3348 4913
5464
14'-10-
7
Proust
Pretest$66
10
1131
1699
234f,
wol
3951
4604
295
666 IDI 16% 2,146 3001 31151
4116
14-8'
bib
Proust
rpli
1063
1
2181
2811,1111
3602
4151
211
616 3 1590 2101 266
45"
6'-4'
30M
forecast262
442
1001
1494
2048
261
3248
3110
494 1001 1494 2040 261b 30
4716
n'-4'
2
Proust
1419
1598
202
2689
1619
6
2416
231
bll
216
1
Nae - Not lveconno led
B" LATERAL TABLE
LINTEL LE
LINTEL
SAFE LATERAL LOADS
(PLF)
Le^9
Two
pip
Ism
PEI;
29F—
et
1900
3650
3'-6'
Precast
1300
3550
4'-0"
suet 1
1010
2100
4'-6'
Proust
900
r050
4-8'
PrecaN
880
1600
W-4-
Prooaet
110
1400
51-10'
Precast
625
1200
6'-6'
Retest
540
1050
7'-6'
Protest
440
890
1'-8'1
Precast
430
850
8'-0"
Precast
410
820
'
Proust
3w
im
9'-4-
Proust
340
660
10'-6'
Proust
30
boo
1114
Precast
215
550
12'-0'
Roust
255
510
12'-6'
Precast 1
24b
490
13'-4'
Preuet 1
220
450
4'-b'
Proust 1
210
430
14-8'
Ratrased I
110
390
.4-
RatrMed 1
165
310
rl'-4'
Prestressed 1
145
320
' '
Prostrosssd
130
280
20'-0'
Prostreesed
120
250
21'.4'
Prostrassed
15
235
22'-0'
Presand
lie
225
24'0
Pratatreesed
100
200
NA - Not Rstomnended
Proust
LINTEL LE
::':ii:R N
RC M NT1i:4:5:i?ii'rii?i:iii•ii?ifi4:i'rF'r:
.::81NCH?.`:•:i':i•::::i:•121NCP.-L7:ii'.'.! i-' REINFDRCEMENT.............?"8"REINFORGENENTiit:•:
i:•
2'-10" To 5'-4"
2'-10" To""
(2)#3
NONE
8'-10' To 8'-6"
8'-10" To 6'-8"
(2)#4
NONE
714" m 8'd'
T-" TO B'4"
(2)#5
NONE
9'4" To 14'-0'
8'-4' TO 1T4"
(2)#5
(2 )43
14143" To 15.4'
12/24-8-21ol
2 7118" PRESTRESSED
(2)*3
Ir 4-
Proust
2 7116" PRESTRESSED
2 #4
191+1" TO 22'-8'
loom
0
(2)7115" PRESTRESSED
2 #5
17" I INTFI IIPI IFT
NAL - Not Recommended
B" RECESS DOOR HEADER
LATERAL TABLE
RECESS DOOR HEADER
LINTEL
Total
Two
1y�
SAFE UPLIFT LOADS PLF
e' FILLED
3'-8'
Total
590
12/8 -6 -IU
1412 -e -IU
12/16 -6 -IU
1240 -6 -IU
12/24 -6 -IU
19/16.6-U
12/32 -6 -IU
Length
Two
12/8-6-21ol
1212-6-211
12/16-6-211
12/10-6-21,1
12/24-8-21ol
12/25-8-2U
12/37-6-2u
21-10'
Proust
9643
00
100"
109M
10000
logm
loom
0
10101110
loeov
lievo-
loom
1'-8'
Proust
D031
0602
1220—
loom
wow
1112111mv-
1650
3'-6'
Proust
1242
100"
---
loom
Proust
l000ly
---
--jumv—
too"
at
120
3620
611114
5117
640
1210
10'-6'
Precast
4--0'
Precast
5"
loom
wow
cow
100"
loom
Id
950
12'-6'
2124
444
Ole
1
I oom
ivy"
loom
4'-b'
Recast
2
owe
wow
lociv
loom
WNW
I
Recast
350
24V
4210
ofto
Is"
1
wow
IV~
4-6'
Predri
3642
e02
1
100.0
1001010
020
5123
4426
5
IM2
ca36
9640
5'-4'
Proust
1415
2533
39w
4650
aim
6168
1121
51-10'
Protest
2421
4126
1100
9371
loom
10000
1146
nil
196
3021
4446
711
Ikew
6'-6'
Precast
2020
09
5615
12W
5965
WNW
loom
020
146
2010
9604
3
3
4
Precast
1621
2801
4064
18
64V
1106
5920
19
134b
two
74
3041
3601
4112
1'-5'
Precast
62
2114
3006
5024
one
1335
Pla
12re
111w
2245
7 108
3211
3184
W.D.
Protest
1415
2466
016
4666
obn
6665
111!
1102
1516
204S
2911
3446IM
6'-4'
Proust640
2241
$200
4161
44100
1"
ail
1211
111
1931
22W
2652
9'-4'
Protest400
4800
no
74M
3293
3510
4124
5469
044
916
11w
1466
1141
7
W-6'
Pretest$66
165
1331
16110
2483
30bl
930
420
9106
bib
1
129
1453
1682
11'-4-
Pr.uri
42
1120
WIM
2091
2by
30M
3642
264
466
666
1066
1261
1461
Proust
2
1419
1598
764
2689
15
Precast
231
bll
1
1
1616
2064
1 141
202
Inla
r13--4-
200
1
513
66
3
919
1154
Pretest
43"
T?rp
1111
1446
1102
2111
lip96
126
a"
1004
Proust
Bel
667
w
12M
1599
1594
21
I4
1
6
1
The
Precast
350
621
ow
1161
431
1101
I 2
136
241
i61
466
B16
666
10
6'-4'
protest
3
559
3
I046
1290
1034
M2
114
1 253
1 332
412
491
610
n, 4,
Prar�ri
NAL - Not Recommended
B" RECESS DOOR HEADER
LATERAL TABLE
RECESS DOOR HEADER
SAFE LATERAL LOADS
(PLF)
Total
Two
1y�
6� PPLLAN�D
e' FILLED
3'-8'
Proust
590
1115
-0
Pracaet
0No
2860
4'.2-
PMCdst
4w
1450
4'-4'
Recast
165
1350
4-8'
Praraat
415
1240
5'-8'
Precast
320
950
6'4'
Precast
250
160
1'-8'
Proust
200 1
640
9'-8'
Precast
160 1
490
12" RECESS DOOR HEADER
1ATERAL TABLE
RECESS DOOR HEADER
SAFE LATERAL LOADS
(PLF)
La��
1y�
12' 88ED
PLAN
12"
REED
LED
3'-8"
pfwast
202b
3210
4'.01
Proust
Illy
2860
4'.2-
Precast 1
1650
2690
4'-4'
Protest
1515
1650
4-8'
Protest
1420
2290
V.D.
Preca6t
1080
1150
6'4'
Preceet
619
1425
1..8'
Pretest
130
IW
91-8"
Proust
bw
we
12" LATERAL TABLE
I A R C H I T E C TS I
Desi n
rou Inc.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SvBDiv. 1& LOT:
TUSCA
P LAC E
NORTH
LOT 19
PROJECT#
1"703.00
MODEL:
1542"
GARAGE SWING:
LEFT
PAGE:
LINTEL
SCHEDULE
(WE KI WA)
ARCHITECT-
4TE OF FLORIDA
DATE: 02/11/10.
SCALE 1/4"=1'-Qr,
SHEET
OF
LINTEL
SAFE LATERAL LOADB
(PLF)
Lend
Type
PLAIN
pyo
FILLED
2'-10-
suet
3500
6900
3'4'
Precast
2400
4T!8
4'-0-
Proust
ap
3980
41-6'
Precast
1650
3450
4-8'
Procaet
550
3200
5'4"
Proud
11320
2580
SAW
Proust
1160
2250
61-6'
PrwAst
1000
1950
1'4'
Precast
820
1650
T-6'
Proust
800
1600
01.0.
Proust
150
1530
-
at
120
1450
9'-4'
Precast
640
1210
10'-6'
Precast
550
1110
11'-4'
Precast
b10
1000
12'-0'
Precast
480
950
12'-6'
Precast
460
Ole
13'-4'
Proust
430
eb0
14'-0'
Raxaet
400
800
14-8"
PrwAet
380
160
Ib' -4'
Recast
350
130
Precast
320
630
NF1. - Not Reeosmerlde>d
I A R C H I T E C TS I
Desi n
rou Inc.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SvBDiv. 1& LOT:
TUSCA
P LAC E
NORTH
LOT 19
PROJECT#
1"703.00
MODEL:
1542"
GARAGE SWING:
LEFT
PAGE:
LINTEL
SCHEDULE
(WE KI WA)
ARCHITECT-
4TE OF FLORIDA
DATE: 02/11/10.
SCALE 1/4"=1'-Qr,
SHEET
OF
25 -SH
EGRESS
25 -SH
EGRESS
25 -SH
EGRESS
ELEVATION 9999 & 99 B 99
8'-8" BEARING HEIGHT THROUGH OUT
ELEVATION "A" d "B"
16' - 0 "Xi' -0 "O.H.D.
WIND Lu"'AD u"ALCULATION-%l'-i
COMPONENT T AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL II
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
REMARKS
120 MPH WIND
1
26
35 -SH W/
ARCH TOP
4
20.5/ -22.3
24 4/ -26 6
2
20
3068 DR
4
20.8 / -22.6
241/ -26.9
3
12
1H5 -5H
5
21.Go/ -281
25.7/ -34.2
4
112
16'-0 X -1'-0
GARAGE DR.
5
18.3/ -22.4
21.8/ -26.-1
5
I�
25-5H
EGRESS
4
21.1 / -22.9
25.1/ -2-1.3
6
I-1
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -2'1.3
1
34
5068 S.G.D.
4
20.2 / -22.0
24.0/ -2ro.2
8
I�
25 -SN
EGRESS
4
21.1 / -22.9
25.1/ -2-1.3
g
1-1
25 -SH
EGRESS
5
21.1 / -28.0
25.0/ -33.1
WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN
THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5
WIND PRESSURES ARE BASED ON WIND SPEED=12OMPH (3 SECOND GUST)
IMPORTANCE FACTOR=1.0
EXPOSURE CATEGOR`I' = 5
MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING
16'-0"
-/2 -4" 11'-4" 2'-4°
ZONE 5
p = +21.6 / -26.55
ZONE 4
p = +21.8 / -24.0
PERCENTAGE OF AREA WITHIN ZONE 4:
A4= 11.33= 16=0.71 ft2
PERCENTAGE OF AREA WITHIN ZONE 5:
A5=4.66:16=0.29f12
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
BRUST
lb' -4" GLG.
35 -SH W/
ARCH TOP
0
- -------------
ELE V ATION 99 C 99 n 99D
99
V-4" BEARING HEIGHT THROUGH OUT
ELEVATION "C" 4 "D"
A R C H IT E C T8
04GrouDesiI Inc_ 1� ,
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078,
www.abdesigngroup.00m
AA #: 0003325
SUSDIV. 8e LAT:
TUSCA
PLACE
NORTH
LOT 19
PROJECT#
1"703.00
MODEL:
x,15 4 2
GARAGE SWING:
LEFT
PAGE:
WIND- LOAD
CALCULATIONS
V
I I
411
411
11
I
OWNER'S
DOOR
BEYOND
SARM
0A J cu
3-1/2"
9-1/2" 211
ELEC. OUTLET
PER ELEC. CODE
D5L.
PLATE1
Y
�m
m
BDRM. •4
I 8'-8" CLG-
ARCH TOP
EGRESS
3'-1011 QI_211
121-011 I.
OPT° 13' ]E11)R00M # 4
101-011 /rI
�II 91_�II / II I
-- 6x6 POST
I COV. PORCH
-I
I r
I
I
5068 S.G.D.
®PT. COV. PATIO
S'-8" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "15"
V-4" REARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
m
N
40'-011
121_211 141-611 131-411
31_4II
11'-0"
28" OVER
HANG SGD
25 -SH
EGRESS HB.
PATIO
'jl��llxijl-K/"
25 -SH
EGRESS
3 4-
BDRM.. 3
81_SII CLG FAMILY
ROOM e
0 �
dJ '
�
3'-2'1 C, 1' -lm" 2' -oil 3'-0"31-511 �I_111
G�
N
4-o
25 -SH
EGRESS
OWNERS
SUITE
3'-01, 3' -SII
no
MODEL SPECIFICATIONS
* GARAGE DRYWALL TO BE
TAPED, UNPAINTED, UNFINSHED
* WINDOW SILLS TO BE OPTIONAL
* MASTER AND SECONDARY BATH
TO RECEIVE 36" MIRROR
* VANITY MIRRORS TD BE RAISED
OFF BACKSPLASH
* ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
* ALL TUB FIXTURES TO BE WALL
MOUNTED
141-011
�4
——
—————— — — — — —
Tll�4x4 4x4 I
POST POST I
— — — 1R-1SH — i
BATH
-. 11 C. 2 ti's I u ry
CO3: N C t ,4 Q LAY.
'� LAY.
0.
0 un
? - BATH =;
WC. rylp �N )0 -L
S' -8" CLG. `n
f(1 1 III -8" 3'-101, 7I_/ II 1-41
J Ip SN-.--
BDRM.#2
1R_15H
O o � EF=1�11II Iz KITCHEN I 4 -O 'S ..C. r I�
a, -all CLG. O (K 8 - 8 CLG. I 51- 411 8' - 8" CLG.
"�
= I11
0 1
1R-1SH J
— -I-
N W 51-011 4 1 11 I i- 1l- I O 1 all
�- �� —
10��1
S.F. L i-
4-0
I� I aA 8'N
I cL�. �► I LIVING ROOM/ -
- DINING ROOM/
BRKFT
Q WH.112 1 �,� 0 S BICSG M.T. OPT. BEDRROOM
I L Q 1 511
41-011 6 -all GLG.
_j 1H5 -SH
3VX48'
A�/C
.�.�I(.//'-1,1 .I 11 4 ' - 0 " I M Y
8 0
61- 8
rel �n2
2 STEELI 35 -SH W/
PIPE ACCESSI
0 BOLLARD — — — — — ARCH TOP
GARAGE
8'-8" CLG.
I
//J�
31-10" 41-G1" 31 -loll
1S
I_21I
1-4" 14
0-011 g'-4 12'-011
18' -all , 211-411
�o a
1L 1L J R PLAN
8'-S" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 IIBII
COVERED
PATIO
14'-0"X12'-0"
8'-V GLG-
am68
--------- --
COVERED
PATIO
(J), -8" BEARING HEIGHT THROUGH
OUT ELEVATION "A" 4 "B"
*V-411 BEARING HEIGHT THROUGH
OUT ELEVATION "C'I 4 IID"
r I
i Ir
BRKFST
9'-4" CLG.
I ---- � Imo'/� rvvvvvvv vrvn
IRCI-H•I TDP
m
— — — — — — — — — — — — — — EVATION
99 C 99 & 99 D 99
V-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
o0.
r.
BATH
6 -all CLG.
�.
�-
SQ.FT.
CALCli
SCALE:
1/4 =1' —019
owl
r
LIVING
ENTRY ELEV. "A"
ENTRY ELEV. "C"
GARAGE
4 IIBII
6 IIDII
1542
14
42
392
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
rill
TOTAL ELEV. "A"
TOTAL ELEV. "GII
4 IIBII
4 IIDII
1948
1916
SQ FT
SQ FT
•
I
PATIO
OPT. COV. PATIO
35
80
SQ, FT.
SQ. FT.
OFF BACKSPLASH
* ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
* ALL TUB FIXTURES TO BE WALL
MOUNTED
141-011
�4
——
—————— — — — — —
Tll�4x4 4x4 I
POST POST I
— — — 1R-1SH — i
BATH
-. 11 C. 2 ti's I u ry
CO3: N C t ,4 Q LAY.
'� LAY.
0.
0 un
? - BATH =;
WC. rylp �N )0 -L
S' -8" CLG. `n
f(1 1 III -8" 3'-101, 7I_/ II 1-41
J Ip SN-.--
BDRM.#2
1R_15H
O o � EF=1�11II Iz KITCHEN I 4 -O 'S ..C. r I�
a, -all CLG. O (K 8 - 8 CLG. I 51- 411 8' - 8" CLG.
"�
= I11
0 1
1R-1SH J
— -I-
N W 51-011 4 1 11 I i- 1l- I O 1 all
�- �� —
10��1
S.F. L i-
4-0
I� I aA 8'N
I cL�. �► I LIVING ROOM/ -
- DINING ROOM/
BRKFT
Q WH.112 1 �,� 0 S BICSG M.T. OPT. BEDRROOM
I L Q 1 511
41-011 6 -all GLG.
_j 1H5 -SH
3VX48'
A�/C
.�.�I(.//'-1,1 .I 11 4 ' - 0 " I M Y
8 0
61- 8
rel �n2
2 STEELI 35 -SH W/
PIPE ACCESSI
0 BOLLARD — — — — — ARCH TOP
GARAGE
8'-8" CLG.
I
//J�
31-10" 41-G1" 31 -loll
1S
I_21I
1-4" 14
0-011 g'-4 12'-011
18' -all , 211-411
�o a
1L 1L J R PLAN
8'-S" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 IIBII
COVERED
PATIO
14'-0"X12'-0"
8'-V GLG-
am68
--------- --
COVERED
PATIO
(J), -8" BEARING HEIGHT THROUGH
OUT ELEVATION "A" 4 "B"
*V-411 BEARING HEIGHT THROUGH
OUT ELEVATION "C'I 4 IID"
r I
i Ir
BRKFST
9'-4" CLG.
I ---- � Imo'/� rvvvvvvv vrvn
IRCI-H•I TDP
m
— — — — — — — — — — — — — — EVATION
99 C 99 & 99 D 99
V-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
A R C H I T E C T S
4Desi n
Grou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SXMDTV. 8a LOT
TUS C A .
PLACE
NORTH
]LO T 19
PFtOJ'ECT#
1'03.00
MODEL:
»1542"
GARAG30 SwING:
LEFT
PAGE:
FLOOR
PLAN"
ARCHITECT.
STATE OF FLORIDA
l� I
JAM CANTWELL
o0.
r.
BATH
6 -all CLG.
�.
�-
]]ATE:
0 2 /11 /10
SCALE:
1/4 =1' —019
owl
r
OF 1.6
rill
w
•
I
A R C H I T E C T S
4Desi n
Grou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SXMDTV. 8a LOT
TUS C A .
PLACE
NORTH
]LO T 19
PFtOJ'ECT#
1'03.00
MODEL:
»1542"
GARAG30 SwING:
LEFT
PAGE:
FLOOR
PLAN"
ARCHITECT.
STATE OF FLORIDA
l� I
JAM CANTWELL
O 12079
]]ATE:
0 2 /11 /10
SCALE:
1/4 =1' —019
.SHEET
2
OF 1.6
1'1'-1" BUILDING
&'-8" 5RG. H T.
6" SCORED BAND (TYf .)
0'-0" FIN. FLR.
FRONT ELEVATION
TEXTURED PINIS4
OFF RIDGE VENT OFF RIDGE VENT 5
5RG. NGT. — — —
0'-0" FIN. FLR- — — — — — — — —
REAR ELEVATION
TEXTURED FINle44
4D (T1'f .)
0'-0" FIN. FLR.
OL
6" SCORED BAND
rm
KEYSTONE DETAIL
Ar—ALR 3/911=1"-O"
,OPT._ COV. PORCH
�
cov. PORCH
A R C H IT E C T S
Design
Group ���.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA M 0003325
StmDIV'. & LOT:
TUSC.A
PLACE
NORTH
LOT 19..,
PROJECT#
1"703.00
MODEL:
"1542"
GARAGE SWING:
LEFT
PAGE:
ELEVATION
), B"
FRONT &
REAR
ARCHITECT:
STATE OF FLORIDA
be
DATE: 02/11/10
SCALE: 1 /4" =1' - 0"
SHEET
3 or
A
' S' -S" BRC:;. HGT. J
0'-0" FIN. FLR.
&'-a" BRG. HGT.
FIN, FLR.
j
21-�
12
OFF RIDGE VENC 5
i
J LEFT
RIGHT
TEXTURED FINISH
TEXTURED FINISH
OFF RIDGE VENT
198:111 , ! it III I'll I I►I
12
p
SI -SII 5RG. HGT.
0'-0" FIN. FLR.
0'-0" FIN. FLR-
6-8" BRG- HGT.
OPT. COV. PORCH
LEFT SIM.
r.
it
COV. PORCH
QEF. sr.
A R C H I TEC T S
Design
Group �n�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 ,
SUHDIV. & IAT:
T'US C A
PLACE
NORTH
LOT 19
PROJECT#
1"703.00
MODEL:
1542"
GARAGE SWING:
LEFT
PAGE:
ELEVATION
B
LEFT
DIGHT
ARCHITECT:
D : 02/11/1.0
9 ALE: 1/ 4" =1' - 0"
SHEET B-) -OF
I
HEADER SPAN CHART
CONNECTOR SCHEDULE
15'-0" TO
SIMPSON
STORY APPLICATION
DES. UPLIFT GRAVITY FASTNER
>-
META -16 1450 (1) loci x 11/2 1 -PLY/ (6) 16d 2 -PLY
ir
Z (2)
0
1985 (10) 10d x 1 1/2 I -PLY
META -16
1900 (14) 16d2 -PLY
V)
HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY
x 6
x 8
x 10
x 12
WETA-20 1811v (9) led x 1 1/2 I -PLY/ (8) 16d 2 -PLY
(2)
2035 (10) 10d x 1 1/2 I -PLY
HETA-20 2500 (12) 16d 2 -PLY
NUMBER OF FULL LENGTH STUDS
MGT + 3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d to WOOD
SIZE
HGT-2 + 10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (16) 10d TO WOOD
CLEAR SPAN
HGT-3 + 10530 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (1(p) 10d TO WOOD
x 6
x 8
x 10
x 12
LTAI 1420 (12) 10d x 1-1/2'
VGT 494(4 O 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (I6) SDS 1/4' X 3' TO WOOD
(2)YGT(2-PLYl3-PLY) 1185/889(4 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD
MTS -12 1000 (14) 10d x 1 1/2
WTO -16 1150 (16) 10d x 1 1/2
HTS -20 1450 (24) 10d x 1 1/2
LSTA-12 ++ 925 (10) lod
LSTA-18 ++ 1235 (14) 10d
y
MSTA-IB ++ 1315 (14) 10d
Q
MSTA-24 ++ 1640 (18) 10d
MSTA-36 ++ 2050 (26) 10d
'-36-36
N
3800 (36) 10d x 1 1/2
MSTI-48 5065 (48) 10d x 1 1/2
H6 we (8) ad TO PLATES, (8) 8d TO STUDS
SP4 885 (6) 10d x 1 1/2' TO STUDS
A33 150 (4) 10d TO BEAM (4) 10d t0 POST.
14CP2 645 (b) 10d x 1 -In'
1410 995 (16) 8d x 1 -In
V)
ABU 44 2200 6666 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMIBED.) IN CONC. (12) Ibd TO WOOD
ABU 66 2300 12000 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED-) IN CONC. (12)lbd TO WOOD
=
0
_
LTT19 +++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1" EMBED.) IN CONC., (8710d TO WOOD
I-TT20 +++ 6625 (1) 1/2' R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMM0.) IN GONG. (2))V 1501-T TO WOOD
3610 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 10d x 11/2' TO WOOD
Z
HTT4 4235 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' t0 WOOD
'd
43SO 71) 5/8' A.t.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.)' IN CONC. (26) 10d x 11/2' t0 WOOD
HTT5 4610 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) Imd t0 WOOD
5 0 11 5/ IN HIG H EPDXY, .1" EMB D.) I ONC. 6 6d x I/2' To OOD
1-IHDQII-SPS 25+ 11 ,445 ((11) I''A�T.R. IN HIGH STRENGTH EPDXY, (MIN. 101* EMBED.) IN CONC., (24,5D8 4' x ' WOOD
H 4 (1) 1/ ' A IN HIGHSTRENGTHE XY CMI MBEDJ IN C. (3))J* STUDLTS TO WOOD
MBNA 356/1125 3415 5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP,
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE,
(18A0d TO BEAM
0
14USC412 (WOOD) 3240 2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD
3140 (ROOF)
LJ
5
HUC410 (CMU) 1810 5085 I8-1/4' x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 10d t0 WOOD
Z
a
HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREAtER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN BE SU5 TITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
W
+++ MINIMUM EMBEDMENT INTO THE TOP OF A 50ND95EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1"
O
A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST BE RESPONSIBLE FOR MAK114G SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / 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 -2V09' , 'HIGH WIND -RESISTANT CONSTRUCTION
C-HW05-R', T-ANCHORSPECO1, AND ANCHORING E FASTENING SYSTEMS FOR CONCRETE s MASONRY CATALOG C-2009,
MIN
HEADER SPAN CHART
MINIMUM WALL AND HEADER
.qTTTn RFaTTTREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
15'-0" TO
SINGLE
STORY APPLICATION
4'-11 1/2"
1'-11 1/2°
AND UP
SIZE'
CLEAR SPAN
DBL 2
DBL 2
DBL 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-4"
5'-4" TO '11-011
1'-0" TO 10"-0"
10'-0" AND OVER
TWO 5TOIR`i' ADPL I CATION DOWN STA 1 RS
3
NUMBER OF FULL LENGTH STUDS
SIZE
CLEAR SPAN
DBL 2
DBL 2
DBL 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-0'
5'-0" TO 6'-4"
6'-4" TO V-0'
S'-0" AND OVER
MINIMUM WALL AND HEADER
.qTTTn RFaTTTREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
15'-0" TO
81-011
U.N.O.
4'-11 1/2"
1'-11 1/2°
AND UP
NUMBER OF HEADER STUDS
_T3
5UPF'ORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED 5Y
SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE A5 FOLLOWS,
UN.O:
* TRU55 TO 1" IASONRY/CONCiRETE SHALL 5E
META -11'o
* FLOOR J016T TO MASONRY/CONCRETE SHALL 5E
HETA- I( AT EACH END AND 32" ON
CENTER ON JOISTS PARALLEL TO WALL_
* TRU55 TO WOOD FRAMING SHALL 5E MTS -112
3.TRU65 TO TRUSS CONNECTIONS AND HANGERS
SHALL 5E DESIGNED AND SUPPLIED BY TizUS5
MANUFACTURER -
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND
SEALED DRAUJINGS FOR LOCATIONS, PROFILE, AND
SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ_ ARE STANDARD UN.O ON FRAMING
PLAN
(o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106
GUN NAILS OR 3-126 HAND DRIVES Q EA. END. CUT
PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER
Al=A ;P1= (01, 11 R =1"'11=NTS_
" OVER
28 E
HANG 6 SGD -t-�
:_i
01 1 J1 SII II II II IIIT II I17
J3 ,� r r r I rI 'Ii J3
'7 7 7
l II II II II 1 J5
J5 = II II II II �— �I — — -al-
(2) META -16 H7
N9
x-113
II H15
II
9--� H1577�
RIDGE
H19
H13
H11
I I H7B
I I I I H5B
~�
>F
H4 - = T2A =
T1L_ =
Q v�—
T1A
0 T2A
- - 2X1 BM. - Q -
T1A - - �
= T2
_ T1 _ _ _ _ G 2
22"xHUC-410
W/ S-3/16' x 2'
T1 � AGGESSi- i TAPCONS
(4 PER EA.
FLANGE)
TI
A(
T1 = _
J1
(2) META -16
H9A I 2X10 BM TO 6X18 POST I
-_ _ - I (2) M5TA-24
POST TO SLAB
PIA ABU -66
�Q N,
JE�
=� II II II II = I CxE3 2x0 B�1
J3
J3 '
II
J1
d7TAI=CON5
HUC410 <
U3�(C4X10
UJ/S-3%b11X21'
TAPCONS (4 2
(4
\PER FLANGE) — _ PER FLANGE)
(DCOV. PORCH
SOUTHERN TRUSS 03/26/09
A R C H I T E C TS
Desi n
ro Inc.
[1441 N. RONALD REAGAJBLVD.
LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngroup
AA #: 0003325
R1w
q
o=
A
SUHDIV. & LAT:
TUSCA
PLACE.
NORTH
LOT 19
PROJECT#
1"703.00
MODEL»
1542"
GARAGE SW31NGt':
LEFT
PAGE:
FRAMING
PLAN
E LE VAT 10 N
>> A» & >> B».
ARCHITECT.
STATE OF FLORIDA
it J
DATE: 02/11/10,
SCALE: 1/4"=V-10"
1
TE
I
w
_T3
tT3
d7TAI=CON5
HUC410 <
U3�(C4X10
UJ/S-3%b11X21'
TAPCONS (4 2
(4
\PER FLANGE) — _ PER FLANGE)
(DCOV. PORCH
SOUTHERN TRUSS 03/26/09
A R C H I T E C TS
Desi n
ro Inc.
[1441 N. RONALD REAGAJBLVD.
LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-407www.abdesigngroup
AA #: 0003325
R1w
q
o=
A
SUHDIV. & LAT:
TUSCA
PLACE.
NORTH
LOT 19
PROJECT#
1"703.00
MODEL»
1542"
GARAGE SW31NGt':
LEFT
PAGE:
FRAMING
PLAN
E LE VAT 10 N
>> A» & >> B».
ARCHITECT.
STATE OF FLORIDA
it J
DATE: 02/11/10,
SCALE: 1/4"=V-10"
1
ELECTRICAL LEGEND
81'1'1501-
DEFINITION
NOTES
d)
125V OUTLET
20 AMP
6
IIOV OUTLET
C5
CKT.
WIRE
I/2 of OUTLET
LAUNDRY/ WASHER
110V OUTLET
WIRED TO
12
1500
REFRIGERATOR
SWITCH
20/1
2
12
EQUIPED WITH
DISHWASHER
6110V
OUTLET
GROUND FAULT
IAM PIIRSISTANT
12
GF I
DISPOSAL
!T
20/1
W
12
4 WIRE
MICROWAVE/ HOOD
220V OUTLET
CONNECTION
WP
EXTERIOR
GROUND FAULT
GFI
WATERPROOF
INTERRUPTER
10
OUTLET
RANGE
SWITCH
"1:g
6
SWITCH
3 -WAY OPER
SWITCH
4 -WAY OPER
10
WALL
SMALL APPLIANCES CIRCUITS
MOUNTED
11,13
12
LIGHT
1538 SQ. FT. LIGHTNING/ REGEPT
6 3 WATTS
CEILING LIGHT
14 THRU22
i-1
VAPOR
PROOF
A/C AIR HANDLER
VP
LIGHT
23:25
/ 1
RECESSED
A/C CONDENSER
CAN
24:26
10
4060
I CFM PER
TOTAL CONNECTED VA
VENT. FAN
SQ. FT.
SERVICE LOAD SUMMARY
VENT. FAN
I CFM PER
W/LIGHT
SQ. FT.
2' Lld"T STRIP
35,014
10000
10,00
4,060
5,525
10,000100910
4' LIGHT STRIP
HEAT UM COMPRESSOR I0090
HEAT PUMP SUPPLEMENTAL ELEC HEAT 6 °ro
0000 000
4' RECESSED
2-5UL5 WRAP
FLUORESCENT
L IGHT
AROUND
_
2' FLUORESCENT
4' FLUORESCENT
4' TRACK LIGHT
PANEL
METER
SMOKE
BATT. SACK -UP
Ocj.D.
DETECTOR
W/ HARDWIRE
INTER -
BATT. SACK -UP
MOUNTED
W/ HARDWIRE
SMOKS
OR
D.
DETEC
COIININEC ED
SATT. SACK -UP
&/CO
CARBON
MONOXIDE/
W/ HARDWIRE
GONI�ccPED
SMOKE DETECTOR
SHALL Me A
COM50
DISTANCE OF NOT
LESS THEN 4"
FROM WALL
PENDANT
LIGHT
NATURAL GAS
OUTLET
.
TELEPHONE
JACK
WH
WATER HEAT.
DISCONNECT
[AIC
COND.
DISCONNECT
Ty
TELEVISION
JACK
CEILING 5OX
REQUIRED TO
BE SUPPORTED
J
O
J -BOX
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
CEILING
FANLIGHT
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
El
SECURITY
KEYPAD
PUSH-
FOR
BUTTON
CHIMES
++ LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
+ ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO 5E ARC FAULT PROTECTED
PER NEC 210.12(b)
* 20 AMP DEDICATED LAUNDRY CIRCUIT.
+ GFI tv ISLAND (NOT ON KITCHEN CIRCUIT)
+ DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
* BATHROOM EXAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT11=5C
2001,1RESIDENTIAL CODE TA5LE M15063)
* LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
+ WIRING= METHOD SHALL BE NON METALLIC
CABLE AS N.E.C. 2208 ARTICLE 300.(5) (2)
ALL RECEPTACLES TO BE TAMPER-
RESISTANT TYPE
BDRM. 3
PRE -WIRED
CLG FAN
1
Ste.
----------
BATH 2 g/00®
II
l�
PATIO
I.�UWA
ROOM
PRE-WIRED\\���
CLCD FAN / \
OWNERS
I
SUITE
PRE-WIRED��\,iii
CLG FAN 4\\ J
i
/ I
1 1/2"
�1 1/2"
/ I
/ 1 2 v.T.R. I
SHWR
r1 1/2`-
�- 1
1 _ .. 1 1/2
/ I 1
CsF1 KITCHEN Q I 1 \
lu )
Z
W.I.C.
/ \J IcFI I Y
PRE -WIRED 1 U--------
CLG FAN cell 1
BDRM. 2 7 T_ — -1
0� �I \ FOYElirR
L i-_ J I I (LIVING ROOM/
DINING ROOM
F —� LAUN. �� ��
-__----- owl
L--�
/ I
WH ool 1 BRKFST PRE -WIRED
1 GOND. L — — J WP CLG FAN
-- CxFI \
/
GF PANEL P.B. FOR
42 "A.F.F/ P.B. FOR CHIMES /
2" STEEL GARAGE
METER PIPE / F — — -- — --- DOOR /
FIELD BOLLARD
LOCf FY 36°X48" A/C I L —
PLATFORM WALL MOUNTED
30" AF.F LIGHT W/SWITCH IN /
�-( ATTIC / 1
KEYLESS /
FIXTURE /
i
CLC. I
OUTLET I
I
GARAGE
/ I
__________________
__ 0 /
-------------------- I _ 0.
vBATH
CsF 1
OPT.' OPT.
CARRIAGE -- — — — — - — -- CARRIAGE
LIGHT 4 L IGHT 4
SWITCH SWITCH /
ELECTRICAL PLAN
NOTE:
ALL 5RANCH CIRCUITS IN THE 5EDROOMS ARE
TO 5E PROTECTED 5Y AN ARC -FAULT
INTERRUPTER LISTED TO PROVIDE
PROTECTION OF ENTIRE BRANCH CIRCUIT
\Y� I
W.I.C.
T
PLUMBING RISER DIAGRA
COPT. OWNER'S BATH
--------
I ®/co
PRE -WIRED
1,/,Y, -LG FAN
BDRM. 4
BEDROOM
MAIN
M
PANEL: UNIT 1,542
150A, MAIN LUG, 120/24OV, 1
PHASE, 3W
LOAD INFORMATION
C5
CKT.
WIRE
VA
LAUNDRY/ WASHER
20/1
1
12
1500
REFRIGERATOR
20/1
2
12
1200
DISHWASHER
20/1
3
12
1200
DISPOSAL
20/1
4
12
500
MICROWAVE/ HOOD
20/1
5
12
1500
DRYER
30/2
6:8
10
500
RANGE
60/2
"1:g
6
1200
WATER HEATER
30/2
10:12
10
4500
SMALL APPLIANCES CIRCUITS
20/1
11,13
12
300
1538 SQ. FT. LIGHTNING/ REGEPT
6 3 WATTS
20/1
14 THRU22
12
4614
A/C AIR HANDLER
50/2
23:25
685006
A/C CONDENSER
40/2
24:26
10
4060
TOTAL CONNECTED VA
4-1,5-74
SERVICE LOAD SUMMARY
DEMAND
v /C LOAD
1
35,014
10000
10,00
4,060
5,525
10,000100910
RE MAIN PER NEC -220-30 () 0io
HEAT UM COMPRESSOR I0090
HEAT PUMP SUPPLEMENTAL ELEC HEAT 6 °ro
TOTAL LOAD
VOLT 240
VA 29,59
AMPS 123
150 Ar-lf= FELFECTfRICAL Rf SSR
NOTE: ALL BREAKERS SERVING 5 EDROOM
RECEPTACLES SHALL BE ARC -FAULT TYPE PER
NEC 210-12 REQUIREMENTS.
PROVIDE 3 01 CU, 1 06 CU GND 2" CONDUIT OR
PROVIDE 3 02/0 AL, 1 #4 AL GND IN 2" CONDUIT.
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH APPLICA5LE PROVISIONS OF THE 2006 COMBINATION SERVICE 150 AMP
NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL DISCONNECT SWITCH AND 120/240 VOLT
LOCAL POWER COMPANY REQUIREMENTS. M ELECTRIC METER IN 1 PHASE
NEMA 3R ENCLOSURE MLO
5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS PANEL
NOTED OTHERWISE.
150A/2 P
MCB
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1
PHASE SECONDARY ELECTRICAL
SERVICE. PROVIDE 3 #1 COPPER
(CU) IN 1-1/2" DIA SCHEDULE 80 PVC
CONDUIT OR PROVIDE 3 02/0
ALUMINUM (AL) IN 2" DIA SCHEDULE
80 PVC CONDUIT UNLE68 SERVICE 15
PROVIDED 5Y THE ELECTRIC
COMPANY. COORDINATE WITH THE
ELECTRIC COMPANY PRIOR TO 51D.
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 06 CU SERVICE GROUND
CONNECTED TO CONCRETE ENCASED
FOOTER STEEL PER NEC 2008 250.52(3).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
A R C H I T E C T 4- '
°UDeso
n. I
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750 -
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
TUSCA
PLACE' -
NORTH, LACENORTH-
LCAT 19
PROJECT#
1"703.00
MODEL.-
1542"
ODEL-1542"
GARAGE SWING:
LEFT
PAGE:
ELECTRICAL
PLAN
F
ARCHITECT:
TE OF FLORIDA
DATE: 02/11/10
SCALMi/: 1/409-19-00'
SHEET
OF l tD
TEXTURED FINISH TEXTURED FINISH
(1) 05 REBAR VERTICALLY W1 CONC.R-11 INSULATION MX R-11 INSULATION MIN.
:1 --POUR CELL STUDS 16' OAC. MAX
R-4.2 INSULATION ST=6 16' D.G. MAX
1/2, GYP. WL. ED.
1/2, GYP. WL. 50.
-Nr WOOD BASE
TEXTURED FINISH SECURE 15T. PLATE TO 151-K W1 SECURE IST. PLATE TO SLAB W1 SECURE 5T. PLATE TO 61 -AIB W1 10d WOOD BASE Lu
IL ANCHOR BOLT W1 2' WASHER SET IN ANGHaR BOLT W1 21 WASHER SET IN SECURE BT. PLATE To BLK W1 SECURE 5T. PLATE To BLK LLV
-q Lu alcmu r CUT NAILS/ MASONRY NAIL 32' Or- ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 11 SIMPSON HIGH STRENGTH EPDXY 11 MAX ANCHOR BOLT Wl 2' WASHER SET IN
1/2' GYP. WL. 50. EMBED. MIN. 32' OC. MAX. EMBED. MIN. 32' OC MAX. SrIlIPSON kIG14 STRENGTH EPDXY I' SIMPSON HIGH STRENGTH EPDXY I'
co l77 O WOOD BASE W-ImeD. MIN. • 321 Or, MAX. EMBED. MIN. * 321 OC MAX.
b
1 4
41 CONC, REINF. W/ (P'xdp" 010 WIlM OR
440 UALIM OR 41 CONC, REINF. W/ 6'x6' 010 ULM OR
4' CONC., REINF. W1 6'xb Mo ULM OR 41 GONG, REINF. W1 6'xb' 010 UALIM OR 41 CONC, REINF. W1 Ep'xib rIBERMeak ON a -MIL POLY
4' CONC, REINF. W1 6'xb" 019) WIM OR ON 6 -MIL POLY FI5ERMmSW ON 6 -MIL POLY
FI5ERM%SI4 ON 6 -MIL POLY F159R*MB14 ON ro-tlrll- POLY FIBEIRMEBW ON 6 -MIL POLY FIDERMESH ETHYLENE VAPOR BARRIER ON
ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON x ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON 4 WELL -COMPACTED CLEAN TERMITE
ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE
WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE I TREATED FILL TREATED FILL
WELL -COMPACTED CLEAN TERMITE TREATED FILL
TREATED FILL TIMATED FILL
TREATED FILL 14' zw
z (2) wo REBAR ON CHAIRS (S) 45 MBAR ON CHAIRS (2) S REBAR ON CHAIRS &' 4" �4 (3) #5 REBAR ON CHAIRS
f� (2) S REBAR ON CHAINS
(2) 09 REBAR ON CHAIRS 1'-4-
I- STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING
G�y' FRAME W BLOCK WALL AT L. B. W. (WZ UPLIFTA AT L.B.W. W NO -UPLIFT I/2°=1' -(d" v WALL
sc:ALr
SCALE; 1/2'-1'-0' SCALE: 1/2'al'-0' sr 2 SCALE: 1/2" -I' -C' /R
1 2
4% REBAR VERTICALLY W1 CIONC,
(1) ds REBAR VERTICALLY
POUR CELL
W1 CONC. POUR CELL
51 CMU.
STUDS 161 OZ. MAX a, CMU Z CURB HEIGHT VARIES
4' CONC, REINF. Wl 6'x6' 5 1/21 e HEAD OF GARAGE 5 1/21 HEAD OF GARAGE 9 0- IL
� Iq q 41 CONC, REINF. W/ &,Xbl mc ujill OR
#10/10 ULM OR rl5mRmr=sw ON NT VARIES WITH SLOPE VARIES WITH SLOPE 7 _j r[DERMESH ON 6 -MIL POLY
O 4- b -MIL POLY ETHYLENE VAPOR iq ETHYLENE VAPOR BARRIER ON
BARRIER ON WELL -COMPACTED SECURE BT. PLATE TO SLAB W1 SECURE 5T. PLATE To BLAB W/ WELL -COMPACTED CLEAN TERMITE
tj CLEAN TERMITE TREATI!:0 FILL ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W1 2' WASHER SET IN EXTENDED SLAB 1 1/2' CURB HEIGHT VARIES CURB HEIGHT VARIES
(1) 05 REBAR ON CHAIRS Lu SIMPOON HIC-04 STRENGTH EPDXY I' SIMPSON HIGH STRENGTH EPDXY -1' 1/21 RECESS FOR SERVICE DR TREATED FILL -
THICKEN EDGE % EMBED. MIN. 0 32' Or- MAX, EMBED. MIN. 32' OC MAX.
14 d)
111 z
z
!3)'"5 REBAR ON CHAIRS
41 CONC., REINF. W1 6'xb"MO WWM OR 41 CONC, Wn%P. W1 6'x6' 010 ULM OR 4' CONC, REINF. W1 6'x6' MV WiUM OR 4
2
41 CONC, REINF. W1 6"x6" 010 UALM OR FIBER -66H ON 6 -MIL POLY FIBERMSH ON 6 -MIL POLY -
FIMERME&4 ON 6 -MIL POLY F15ERMESW ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON -■
I s
ETHYLENE VAPOR 15ARRIER ON V ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON m
1p WELL -COMPACTED CLEAN TERMITE y WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE it 11. 1
a TREATED FILL A" r6o' ro' 4" 4 TREATED FILL TREATED FILL L4' 8'... 4' TREATED FILL Z W 1,4" 6' 6' [44
4' CONC., REINF. W1 6'xb 010 ULM OR (3) -5 IREBAR ON C14AIRS z W (2) 05 REBAR ON CHAIRS (2) 415 IRE15AR ON CHAIRS
FIBERMESH ON 6 -MIL 1-01-Y (2) 45 REBAR ON CHAIRS
4' 4' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING
NON-BEARING I -STORY L.B.W.RVICE DOOR 8 AT GARAGE
A AT GARAGE
7 SCALE: 1/2' -l' -C' SCALE. 1/2"al'-O'
/2 -'-0 2-S
0 YL.B.W.W
SCALE -
5 6 6�� 5 ALP I/2"=1' -(IJ'
(1) Ob REBAR VERTICALLY W1 CONC.
POUR CELL
R"42 INSULATION
TEXTURED FINISH
7
41- ui =
a, CMU
RSCF-88 FOR Zl. 1/2' GYP. WL. BID.
GARAGE DOOR ✓ WOOD BASE
GRADE
441
r
6. 1" RECE89 FOR 41 CONC, REINF. W1 6'xe' VIC UALIM OR ;5 41 CONC, REINF. W1 6'x6' 410 UAUM OR
41 CONC, REINF. W1 6'x6' 010 ULM OR S.G.D. TRACK FIBENMESH ON 6 -MIL POLY j FIDERMESH ON go -MIL POLY
FIDERMES" ON 6 -MIL 1-01-Y FINISH FLOOR ETHYLENE VAPOR BARRIER ON BARRIER ON
7111'=A d) L."'• ETHYLENE VAPOR
5. �4� ETHYLENE VAPOR BARRIER ON Lul I WELL COMPACTED
CLEAN TERMITE 'I /t- .. I �l W WELL -COMPACTED CLEAN TERMITE
w . . 4 TREATED FILL L
WELL -COMPACTED CLEAN TERMITE 4. TREATED FILL
TREATED FILL (1) N5 REBAR ON CHAIRS (a) wi REBAR ON CHAIRS
0 4
2'-0' S REBAR ON CHAIRS 7A 0
44. 4
2 -STORY FOOTING
(� CONCRETE PAD SLAB AT S. G. D. 12 SBL
10 14 NOT USED
SCALE:11 CALOFI/2 =I -fa
CAULK AND SEAL
GAS LINE
I j- PVC SLEEVE FOR GAS LINE
a, CMU GROUTED BOND BEAM
04 1/2, DRYWALL VARIES MR ELEV.
WOOD BASE j, 0--0' FIN. FLR. TIE VERTICAL REBAR /* —0.
TO HORIZATIONAL TIE VERTICAL REBAR
,f 4REBAR W1 8' HOOK To HORIZATIONAL
L
POURED LINTEL CONT. (TYP.) GROUTED BOND BEAM REBAR W1 8' HOOK
POURED LINTEL CONT. (TYP.)
VARIES MR ELEV. VARIES PER ELEV.
FILLED CELL (TYP.)
CMU F
.............
FIRE -CAST HDR SIDES: WALL FRAMING /*
2X6 GARAGE DOOR BUCK W/ (3) X'XS' GROUTED BOND BEAM
J -BOLTS 11 EMBEDMENT MIN. W1 2'X2'Xy& mhwl ANCHOR BOLTS or (3,h'X6'
S' ammu FILLED WASHER AND NUT SPACED EVENLY FROM J -BOLTS MIN. 11 EMBEDMENT W/ 2'>c2'Xl/&' CHASE TkRU FOOTING
CELL (TYP.) FLOOR TO GARAGE DOOR HDR. N JOINTS -ROM
PRIOR To FILLING. WASHER AND NUT SPACED EVENLY r
FLOOR To BOND BEAM. SET IN JOINTS 1 -STOP- I
I-2Xrb PT 5Lor-K a CENTER OF DOOR PRIOR TO FILLING. (SLEEVED ANCHOR IN (2) S REBAR ON CHAIRS HEADER W/(I))i'X&'J-50LTS 90 SOLID POUR ACCEPTABLE RE IT) 2 -STORY
EMBEDMENT W1 2IX2'XY&* WASHER AND NUT (3) MBAR ON CHAIRS
GARAGE DOOR INFO EXT. /INT. FRAME WALL TO
15 BGALE: I/Z'■i'-0' 1 BLOCK WALL CONNECTION (1) 45 REBAR VERTICALLY W1 CONC.
POUR CELL
R-42 INSULATION
S' cmu
1/2, GYP. WL. BID. A
WOOD BABE
-CLEANOUT REQUIRED CLEANOUT REFIRED
41 CONC, REM. ilJ/ (P')tb* 010 WWM OR INSPECTION
INSPECTION
ul FII5rmRMEbH ON 6 -MIL POLY ropi iNam ;OR
2!
a (°
ETHYLENE VAPOR BARRIER ON
-
WELL -COMPACTED CLEAN TERMITE
01-01 FIN. FLIR.
TREATED FILL
01-01 FIN FLR.
(1) 'S REBAR SET IN SIMPSON HIGH
7� STRENGTH rapoxY 11 EMBED. MIN. (2) 05 REBAR 0 I -STORY
(3) 45 R95AR a 2-5TORY (1) w2 VERT. DOWEL -TIE VERTICAL R515AR -TIE VERTICAL MBAR
LAPPED &I FK/C CHASE THRU FOOLING TO WORIZATIONAL TO NARRATIONAL
W1 BOND BEAM MBAR Wl 8' HOOK
49 REBAR W/ S' HOOK 4
4 �_OUTSIDE REBAR TO BE (1) 5 REBAR AT CORNERS
CONTINUOUS P MIN.
W/ 2151 LA 4
A. A . A ... i— it
4' CONC, REINF. W1 (P'x6 $90 WWM OR 44. 4 I -STORY
E
4 14 FIBER MESH ON 6 -MIL POLY -Moll 0 (2) 05 REBAR ON CHAIRS
Z_ 0 0 -STORY
ETHYLENE VAPOR BARRIER ON PL -04 L 2
OMPACTED CLEAN TERMITE I
L WgLL_C (3)15 REBAR ON CHAIRS
TREATED FILL
I t2'- I' MIN. LAI'
PIPE THROUGH HORIZONTAL VERTICAL
TYP. RETROFIT FOR TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/VERTICAL REINFORCING AT
tz
OMIT
Awi
Z:4- C
V4'
r
_ =RM
115r
THY
4Lr- F
AP FILL
4" 4
S W13A
V4
(D2v— @X_�24 1/2
we
.14
4 L
4 t"4 f 0 "14'61 W 4' 44 4 W'
@Y�SCGARAGE
Lj=.
A
c AT LINTEL CORNERS W BLOCK WALL REINFORCING BEARING
wAL
L%��R DOWELS L �S SCALE: 1/2*m1'-0" D E SCALE- 1/2'-1 -0'
_IkLIT,_R El 1_, 0 W T -T ID I S rr _LT lz T=t IF, ]ED 's T
AT F -'j W I S I -I S L, 13 S rr 0 13 MIT_ TsT. 12" OIL,
A R C N I T E C T 9
Fn
Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750,
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
StmD LOT:
TUSCA
PLACE.
NORTH
LOT 19
P]FtOZECT#
1703.00
MODEL:
1542
GARAGE SWING:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS
SECTIONS
r_ARCHITECT:
STATE OF FLORIDA
D 02/11/lQ
SCALE: 1/4"=l'—O"
SHEET
OF 10
PANEL ANCHOR
SEALANT
SEALANT
3/8 -EXPANSION STRIP --
FREE OF MORTAR
PANEL ANCHOR
1/4" EXP. 5OLT
TWO PER ANCHOR
WALL FRAME SHOWN HERE -
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING CAN BE
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
f�
0
�I
PANEL ANCHOR STYLE CONSTRUCTION
SECURE 2x6 MIN. t0 BLK W/ (2)14'
ANCHOR BOLT W/ 2' WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 6' EMBED.
IN101
D
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
0 I�_SIDES:
2X6 GARAGE DOOR BUCK W/ (3)
p
14"x8' J -BOLTS 1' EMBEDMENT MIN.
W/ 2'X2'XYe WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR. IN JOINTS
PRIOR tO FILLING.
1-2X6 PT BLOCK a CENTER OF
DOOR HEADER W/(1) y'X8' J -BOLTS
6' EMBEDMENT W/ 2'X2'56s' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: 1/2'-V-0"
8 NOT USED
W
0
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 4e EVERY OTHER
BED JOINT MUST EXTEND THE
ENTIRE LENGTH OF THE PANEL BUT
NOT ACROSS EXPANSION JOINTS
GLASS BLOCK
POSITION (2) 1-1/4' 5-4
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)12oloEA. UPRIGHT
2X4 SECURED t0
GABLE ENCS W/(2)12d
O.G.
L-30
GABLE BLOCKING
TRUSS 2x4 BLOCKING
a EA. RAFTER
L-30 EA.
RAFTER
H2.5 EA.
RAFTER
2x4 RAFTER
a 24' O.C.
2x4
FRAMING
(TYP)
4 FRAMED OVERHANG
N.t.S.
ZX4 DBL TOP PLATE
2x4 METAL STUD
24" D.G.
1/2" DRY WALL
2X4 16' O.G. MAX
2X4 Pt.
BT. PLATE
1/2' A.8 W/
MIN. I' EMBEDMENT
2' DIA. WASHER
32' O.G. MAX
' *5 REI3AR CONT.
9 WOOD FRAME TO BLK.
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 0.5.B.
SHEATHING OR }' COX
PLYWOOD
PRE. ENCS. TRUSS
g-ELA IEW
SCALE:
SIMPSON H-5 (MIN.)
a 2X4 t0 TRUSS
PRE. ENCS. TRU55
SP4 OR H-5 TOP PLATE TO STUDS
"-0" ABV. 10"-0' LEvEL t0 ROOF
)R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
2A
SIMPSON H-5 (MIN.)
a 2x4 To TRUSS
1 CHIMNEY DETAILS
SCALE: 1/2'=V-0"
PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS 0 16' O.C.
MAX
SIMPSON LSTA-12 a EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS is 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 Q 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 a EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP t0 TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
FLR LINE
TYP. EXTERIOR WINDOW/
5 DOOR OPENING WD FRAMED
SCALE: 1/2"-V-01
NAILING SCHEOUL._E
ROOF DIAPHRAGM
USE 1/16' O.S.B. OR 1/2" CDX PLY WITH *S RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDCsE5 AND *8 RING SHANK GUN NAILS AT 6' O.G. At
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE *8 GUN NAILS a 4' O -G.
EXTERIOR SHEATHING
USE 7/16" O.S.B. OR 1/2" PLY WITH *8 RING SHANK GUN NAILS AT 6' O.G. AT
PANEL 51DES AND *8 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND *8 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
N,41 L REaU Ifi' E IENT5
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR
8d
ROUND,100IFIED
1 1/8'
.113
110,000
OR T
800014 OPENING
lOd
ROUND,MODIFIED
21/8'
.128
1-10,000
ocD
0
OR T
TOP CORD BLOCKING AT 4'
O.G. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
NOTE.. NAILS TD 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
5.2 INGH NAIL LENGTH
ROOF SHEATHING; LAr'OUT
AND ENDWALL BRACING
FOR r-;;,45LI=- END FR,4`-lIN6;
■VIII
SECURE 2x TO BLOCK
W/ (2) I' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
E 3=
(MIN MBD. 1 4")
WITHIN 8' OF EACH Q
END AND 18' D.G. MAX
SPACING. m
O.S.B. SHEATHING OR--*' CDX PLYWOOD
\,-2x4 BLOCKS
CMU WALL
0
6 ARCH WINDOW FRAME A SECTION
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (0.5$. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT OPENINGS
K GUN NAILS A 4' Or
8 RING SHAN
TOP 4 SOTTOM Et*ES
N
. Q N
N
PRE
TRUI
MTS -
2X4
BTM.
PLA'
32,8
PRE
TRUSS
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
1/16" 06.5.
1/2' A.B. W/ MIN.
"I" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
6' CMU WALL
KNEE WALL DETAIL
2 TO BLOCK
2X4X4' SECURE t0 TRUSS W/ 3-12d
6"-8" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-126
SECURE TO BLK W/ META -16
2'-0" EXTI
SCALE: 1/2"=1'-0'
C
#
8 RING SHANK GUN NAILS
6" O.C. INFIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.8. TO BE STRUCTURAL GRADE)
*8 2' DECK SCREWS (o"-8"
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
' SHANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T 4 SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
RE
PRE -ENG. tRLISB
DBL. 2X TOP PLATE
2X BLOCKING 0
TOP OF
O.S.B.
2X STUDS 16' O.C. MAX.
2X BTM. PLATE Q
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS
2x4 o TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
00
O CONTINUOUS+ SHEATHING TO BEGIN AT TOP OF SLK
W/ 1/4' GAP FROM E5LK. TO O.S.B.
O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
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
tJ5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2' =1' - O'
A R C H IT S C TS
Desr.,Grou
1441 N. RONALD
REAGAJBLVD,
LONGWOOD, FL 327
PH: 407-774-607
FAX: 407-774=407
www.abdesigngroup.
AA #: 0003325
SU33DIV. LOT.
TUSCA
P LAC ]E
NORTH
LOT 19
PROJECT#
1703.00
3110DEL:
1542"
GARAGE SWI3dG:
LEFT
PACE:
misc.
DETAILS
(-ARCHITECT
STATE OF FLORIDA'
D 02/11/10
S ALE: 1/4"-'V-0
SHEET
OF f.
D
lo
PRECAST L
800014 OPENING
ocD
0
PRECAST SILL
■VIII
SECURE 2x TO BLOCK
W/ (2) I' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
E 3=
(MIN MBD. 1 4")
WITHIN 8' OF EACH Q
END AND 18' D.G. MAX
SPACING. m
O.S.B. SHEATHING OR--*' CDX PLYWOOD
\,-2x4 BLOCKS
CMU WALL
0
6 ARCH WINDOW FRAME A SECTION
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (0.5$. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT OPENINGS
K GUN NAILS A 4' Or
8 RING SHAN
TOP 4 SOTTOM Et*ES
N
. Q N
N
PRE
TRUI
MTS -
2X4
BTM.
PLA'
32,8
PRE
TRUSS
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
1/16" 06.5.
1/2' A.B. W/ MIN.
"I" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
6' CMU WALL
KNEE WALL DETAIL
2 TO BLOCK
2X4X4' SECURE t0 TRUSS W/ 3-12d
6"-8" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-126
SECURE TO BLK W/ META -16
2'-0" EXTI
SCALE: 1/2"=1'-0'
C
#
8 RING SHANK GUN NAILS
6" O.C. INFIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.8. TO BE STRUCTURAL GRADE)
*8 2' DECK SCREWS (o"-8"
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
' SHANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T 4 SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
RE
PRE -ENG. tRLISB
DBL. 2X TOP PLATE
2X BLOCKING 0
TOP OF
O.S.B.
2X STUDS 16' O.C. MAX.
2X BTM. PLATE Q
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS
2x4 o TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
00
O CONTINUOUS+ SHEATHING TO BEGIN AT TOP OF SLK
W/ 1/4' GAP FROM E5LK. TO O.S.B.
O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
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
tJ5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2' =1' - O'
A R C H IT S C TS
Desr.,Grou
1441 N. RONALD
REAGAJBLVD,
LONGWOOD, FL 327
PH: 407-774-607
FAX: 407-774=407
www.abdesigngroup.
AA #: 0003325
SU33DIV. LOT.
TUSCA
P LAC ]E
NORTH
LOT 19
PROJECT#
1703.00
3110DEL:
1542"
GARAGE SWI3dG:
LEFT
PACE:
misc.
DETAILS
(-ARCHITECT
STATE OF FLORIDA'
D 02/11/10
S ALE: 1/4"-'V-0
SHEET
OF f.
D
SECURE 2x TO BLOCK
W/ (2) I' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
E 3=
(MIN MBD. 1 4")
WITHIN 8' OF EACH Q
END AND 18' D.G. MAX
SPACING. m
O.S.B. SHEATHING OR--*' CDX PLYWOOD
\,-2x4 BLOCKS
CMU WALL
0
6 ARCH WINDOW FRAME A SECTION
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (0.5$. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT OPENINGS
K GUN NAILS A 4' Or
8 RING SHAN
TOP 4 SOTTOM Et*ES
N
. Q N
N
PRE
TRUI
MTS -
2X4
BTM.
PLA'
32,8
PRE
TRUSS
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
1/16" 06.5.
1/2' A.B. W/ MIN.
"I" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
6' CMU WALL
KNEE WALL DETAIL
2 TO BLOCK
2X4X4' SECURE t0 TRUSS W/ 3-12d
6"-8" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-126
SECURE TO BLK W/ META -16
2'-0" EXTI
SCALE: 1/2"=1'-0'
C
#
8 RING SHANK GUN NAILS
6" O.C. INFIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.8. TO BE STRUCTURAL GRADE)
*8 2' DECK SCREWS (o"-8"
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
' SHANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T 4 SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
RE
PRE -ENG. tRLISB
DBL. 2X TOP PLATE
2X BLOCKING 0
TOP OF
O.S.B.
2X STUDS 16' O.C. MAX.
2X BTM. PLATE Q
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS
2x4 o TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
00
O CONTINUOUS+ SHEATHING TO BEGIN AT TOP OF SLK
W/ 1/4' GAP FROM E5LK. TO O.S.B.
O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
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
tJ5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2' =1' - O'
A R C H IT S C TS
Desr.,Grou
1441 N. RONALD
REAGAJBLVD,
LONGWOOD, FL 327
PH: 407-774-607
FAX: 407-774=407
www.abdesigngroup.
AA #: 0003325
SU33DIV. LOT.
TUSCA
P LAC ]E
NORTH
LOT 19
PROJECT#
1703.00
3110DEL:
1542"
GARAGE SWI3dG:
LEFT
PACE:
misc.
DETAILS
(-ARCHITECT
STATE OF FLORIDA'
D 02/11/10
S ALE: 1/4"-'V-0
SHEET
OF f.
D
FIBERGLASS SHINGLES
OVER 1115 FELT PAPER ON
Z" 0.5.8. SHEATHING OR 2"
CDX PL"'WOOD SECURED
PER NAILING SCHEDULE
PRE -ENG TRU55
MTL. DRIP EDGE
2x4 SUB -BAND
VENTED ALUM. 50FFIT
EMBED. STRAP VERIFI' W/
TRU55 PLAN
2"THICK, 2 COAT CEMENT
PLASTER APPLIED
D IRECTLI' TO MASONRI'
WOOD
CONSTRUCTION
i I i i II I it i iI i I ' i
Wry
SEE ENERG`r CODE FORMS
:OR INSULATION R -VALUES.
" G`1'P5UM BOARD OR 2" HIGH
STRENGTH CLG. BOARD
:OHC. FILLED LINTEL BLK
I/ (1) 05 REBAR CONTINUOUS
'RECAST LINTEL
1%-4.2 BATT. INSUL.
IINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECA5T SILL
(1) S REBAR VERTICALL"r
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
16 " O.C.
all CMU
1/2" G"rP. WL. SD.
WOOD BASE
1 -STORY
BLOCK WALL
SCALE: 3/4"=V-0"
1/fro" O.S.R. OR 2" GDX
.T1'VEK BUILDING WRAP
PAPER BACK
- GALV'D MTL. LATH
-1/6" TEXTURED
FINISH 6 WOOD
-WEEP SCREED
z�
all CMU
1/2" TEXTURED
FIN15H a MASONRY
WEEP SCREED
DETAIL @) WOOD TO
BLOCK CONNECTION
SCALE: 1 1/2"=1'-0"
FIBERGLASS SHINGLE5
OVER 4115 FELT PAPER ON
Z' 0.5.8. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
P.T. Ix2 UJ/ MTL. DRIP EDGE
2x4 SUB -BAND
ALUM. 5OFF I T
5TIFFBACK AT ALL UPRIGHTS
OVER 41-101, HIGH (SEE
SEALED ENG. FOR SIZE 4
GOND I T I ON.)
0.5.8. SHEATHING OR 2"
CDX PLYWOOD. ATTACHED
PER NAILING SCHEDULE ON
SHEET D5
Ys" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x( P.T.
PLATE W/ 126'5 5" O.C. MAX
SECURE 2x(o PT. PLATE TO
BLK W/ 2"x9" ANCHOR BOLT W/
2" WASHER SET IN 51MP5ON
HIGH STRENGTH EPDXY `1"
EMBED. MIN. e 32" OC MAX.
2"THICK, 2 COAT CEMENT
PLASTER APDL IED
D IRECTL`r TO MA5ONR1'
2X4: CM
SECURE TO BLOCK W/ W6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4")
WITHIN S" OF EACH END 4 -
18' O.C. MAX SPACING.
2X6:
SECURE TO BLOCK W/2 -3(6'
TAPGONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT i Y4")
WITHIN S' OF EACH END 4
18' O.C. MAX SPACING.
2X8:
SECURE t0 BLOCK W2-%'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 )49
WITHIN 8' OF EACH END
18' O.G. MAX SPACING.
SCALE: I"=1'-0'
0
1- STORY GABLE
1A BLOCK WALL
SCALE: 3/4"=I'-0"
2X4: CM
SECURE TO BLOCK W/ 3{6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') _
WITHIN S" OF EACH END 4
1S' O.C. MAX SPACING.
2X6: CEM
SECURE TO BLOCK W/2-%6
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 4
IS' O.C. MAX SPACING.
2XS:
SECURE TO BLOCK W/2 -3f6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 41
1S' O.C. MAX SPACING.
4 BLOCKING BETWEEN
;U55E5 AT FIRST TWO BAPS
-0" O.G. (AT SHEATHING
.AMS)
2E -ENG GABLE TRUS5
4 NAILER
ANT. 2x4 RAT RUN SECURED
(2) 12d'5 s EACH TRU55
BE INSTALLED 6 MID.
;) INT OF TRUSS SPAN, OR
'-0" O.G. MAX.
:E ENERG`r CODE FORMS
>R INSULATION R -VALUES.
GYPSUM BOARD OR 2"
:;H STRENGTH CLG.
)ARD
)NC. FILLED LINTEL SLK
(1) 05 REBAR CONTINUOUS
4.2 BATT. IN5UL.
zECA5T LINTEL
NDOW ATTACHMENT AS
ER MANUFACTURES
=IECIFICATIONS
zECA5T 51LL
*S REBAR VERTICALLI'
CONC. POUR CELL
P.T. FURRING STRIPS
l(" O.C.
CMU
G1'P. WL. BD.
)OD BASE
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
CMU
V I
(MIN. SHANK SIZE .145
DRYWALL
8' CMU
I"X4' OR I"X2' P.T. NAILER
MIN. HEAD SIZE 300
I"X4' OR I'X2' P.T. NAILER
3(ib' O.S.B. X 4' MIN.
MIN. EMBEDMENT 1 Y4')
ix4 P.T. OR %'X4' MIN. SECURE
DOOR JAMB OR WINDOW
We," TAPCON MIN. 1-Y4'
ATTACH TO 2X PER
THRU FRAME 4 EXTEND 1-Y4'
WITHIN S' OF EACH END 4
18' O.G. MAX SPACING.
WITHIN s' OF EACH END 4
INTO BLOCK W/ 3(6' TAPCONS
I
8 GMU
18' O.C. MAX SPACING.
2X6: ®g
16'DRYWALL
OR DRIVE PIN
SECURE TO BLOCK W/2-3(6'
NOTE. STRUCTURAL 2X MUST
SHANK SIZE .145
MIN. HEAD SIZE .300
1' P.T. X 4' MIN.
TAPCONS OR DRIVE PINF1
BE ON OUTSIDE 4 SECURED
MIN. EMBEDMENT I -Y4'
(MIN. SHANK SIZE .145
C(MIN.F11
WITHIN S' OF EACH END 4 18'
ATTACH TO 2X PER
MIN. HEAD SIZE 300.
%1 TAPCON MIN. I -Y4'
O.G. MAX SPACING
DOOR JAMB TO BLOCK +3 3/4"
MIN. EMBEDMENT 1 Y4')
DOOR CASING
MIN. EMBEDMENT 1 Y4")
POOR JAMB OR WINDOW
WITHIN S" OF EACH END 4
ATTACH t0 2X PER
WITHIN S' OF EACH END 4
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya')
DOOR JAMB TO BLOCK +3/4 OR +5/4
\ WINDOW TO
BLOCK +3/4 OR +5/4
2X4: CM
SECURE TO BLOCK W/ W6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4")
WITHIN S" OF EACH END 4 -
18' O.C. MAX SPACING.
2X6:
SECURE TO BLOCK W/2 -3(6'
TAPGONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT i Y4")
WITHIN S' OF EACH END 4
18' O.C. MAX SPACING.
2X8:
SECURE t0 BLOCK W2-%'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 )49
WITHIN 8' OF EACH END
18' O.G. MAX SPACING.
SCALE: I"=1'-0'
0
1- STORY GABLE
1A BLOCK WALL
SCALE: 3/4"=I'-0"
2X4: CM
SECURE TO BLOCK W/ 3{6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') _
WITHIN S" OF EACH END 4
1S' O.C. MAX SPACING.
2X6: CEM
SECURE TO BLOCK W/2-%6
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 4
IS' O.C. MAX SPACING.
2XS:
SECURE TO BLOCK W/2 -3f6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 41
1S' O.C. MAX SPACING.
4 BLOCKING BETWEEN
;U55E5 AT FIRST TWO BAPS
-0" O.G. (AT SHEATHING
.AMS)
2E -ENG GABLE TRUS5
4 NAILER
ANT. 2x4 RAT RUN SECURED
(2) 12d'5 s EACH TRU55
BE INSTALLED 6 MID.
;) INT OF TRUSS SPAN, OR
'-0" O.G. MAX.
:E ENERG`r CODE FORMS
>R INSULATION R -VALUES.
GYPSUM BOARD OR 2"
:;H STRENGTH CLG.
)ARD
)NC. FILLED LINTEL SLK
(1) 05 REBAR CONTINUOUS
4.2 BATT. IN5UL.
zECA5T LINTEL
NDOW ATTACHMENT AS
ER MANUFACTURES
=IECIFICATIONS
zECA5T 51LL
*S REBAR VERTICALLI'
CONC. POUR CELL
P.T. FURRING STRIPS
l(" O.C.
CMU
G1'P. WL. BD.
)OD BASE
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
FIBERGLASS SHINGLES
OVER 015 FELT PAPER ON
O.S.B. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL- DRIP EDGE
2x4 SUS -SAND
ALUM. SOFFIT
5TIFF5ACK AT ALL
UPRIGHTS OVER 41-1011
HIGH (SEE 5EALED ENG.
FOR SIZE 4 CONDITION.)
16 0.5.8. SHEATHING OF,
CDX PLYWOOD. ATTACHER
PER NAILING SCHEDULE O'
SHEET D
3/8" THICK, 3 COAT CEMEN
PLASTER OVER GRAD
"D" FELT PAPER SACI
METAL LATH OVEI'
APPROVED HOUSE WRAI
OR GRADE "D" FEL
PAPE I
WEEP SCREEC
(SEE DETAIL 2
SECURE GABLE TO 2x6 P'
PLATE W/ 126'5 a" O.G. MA;
SECURE 2x& PT. PLATE Tc
_K W/ 2"x9" ANCHOR BOLT L
2 WASHER SET IN SIMPSOI
HIGH STRENGTH EPDX`►' -
EMBED. MIN. e 32 " OG MA>
2"THICK, 2 COAT CEMEN
PLASTER APDLIEI
DIRECTLY TO MASONR'
2X4: CM
SECURE TO BLOCK W/ %6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1Y4") -
WITHIN S' OF EACH END 4
18' O.C. MAX SPACING.
2X6: CEO
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4
18" O.G. MAX SPACINGS.
2X8: MM
SECURE t0 BLOCK W/2-3(6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4")
WITHIN S' OF EACH END
18' O.C. MAX SPACING.
1 -STORY GABLE
W/ VAULT C LG.
WW B BLOCK WALL
SCALE. 3/4"=V-01'
-0
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3fe, TAPCON MIN. 1-)14'
(MIN. SHANK SIZE .145
EMBEDMENT INTO BLOCK.
8' CMU
' DRYWALL
MIN. HEAD SIZE 300
I"X4' OR I'X2' P.T. NAILER
3(ib' O.S.B. X 4' MIN.
MIN. EMBEDMENT 1 Y4')
```-- DOOR CASING
DOOR JAMB OR WINDOW
We," TAPCON MIN. 1-Y4'
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
FIBERGLASS SHINGLES
OVER 015 FELT PAPER ON
O.S.B. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL- DRIP EDGE
2x4 SUS -SAND
ALUM. SOFFIT
5TIFF5ACK AT ALL
UPRIGHTS OVER 41-1011
HIGH (SEE 5EALED ENG.
FOR SIZE 4 CONDITION.)
16 0.5.8. SHEATHING OF,
CDX PLYWOOD. ATTACHER
PER NAILING SCHEDULE O'
SHEET D
3/8" THICK, 3 COAT CEMEN
PLASTER OVER GRAD
"D" FELT PAPER SACI
METAL LATH OVEI'
APPROVED HOUSE WRAI
OR GRADE "D" FEL
PAPE I
WEEP SCREEC
(SEE DETAIL 2
SECURE GABLE TO 2x6 P'
PLATE W/ 126'5 a" O.G. MA;
SECURE 2x& PT. PLATE Tc
_K W/ 2"x9" ANCHOR BOLT L
2 WASHER SET IN SIMPSOI
HIGH STRENGTH EPDX`►' -
EMBED. MIN. e 32 " OG MA>
2"THICK, 2 COAT CEMEN
PLASTER APDLIEI
DIRECTLY TO MASONR'
2X4: CM
SECURE TO BLOCK W/ %6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1Y4") -
WITHIN S' OF EACH END 4
18' O.C. MAX SPACING.
2X6: CEO
SECURE TO BLOCK W/2-%'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4
18" O.G. MAX SPACINGS.
2X8: MM
SECURE t0 BLOCK W/2-3(6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4")
WITHIN S' OF EACH END
18' O.C. MAX SPACING.
1 -STORY GABLE
W/ VAULT C LG.
WW B BLOCK WALL
SCALE. 3/4"=V-01'
-0
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: 1' =1' -0"
NOTE: STRUCTURAL 2k MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
(MIN. SHANK SIZE .145
3W6' TAPCON MIN. I -Y4'
EMBEDMENT INTO BLOCK
all CMU
MIN. HEAD SIZE 300
)J' DRYWALL
I'X4' OR I"X2' P.T. NAILER
MIN. EMBEDMENT 1 Y4')
DOOR CASING
DOOR JAMB OR WINDOW
We," TAPCON MIN. 1-Y4'
ATTACH t0 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: 1' =1' -0"
NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +1-1/2"
WINDOW TO BLOCK +1-1/2"
SCALE: I'- V -0'
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),4')
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE: V=V -0'
LJ_ - NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUC-414 NON-STRUCTURAL
," TAPSON MIN. 1-Y4'
EMBEDMENT INTO BLOCK.
all CMU
' DRYWALL
I'X4' OR I'X2' P.T. NAILER
2ND 2X SECURE TO
STRUCTURAL MEMBER W/(2A2d
WITHIN 8' OF EACH END 4 6'
TO S" O.G. MAX
�- DOOR CASING
DOOR JAMB OR WINDOW
ATTACH t0 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4")
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: 1' =1' -0"
• BLOCKING BETWEEN
J55E5 AT FIRST TWO 3A1'S
a" O.G. CAT SHEATHING
4m5)
.E - ENG GABLE TRUSS
NT. 2x4 RAT RUN SECURED W/ (2)
'S m EACH TRU55
BE INSTALLED w MID. POINT OF
J55 SPAN, OR 10' - 0" O.C. MAX.
E ENERGI' CODE FORMS
IR INSULATION R -VALUES.
GYPSUM 50ARD OR
--FH STRENGTH CLG.
)ARD
4 NAILER
4 a 24" O.C. 6 INTERIOR
4EE WALL
SNC. FILLED LINTEL BLK
(1) *5 REBAR CONTINUOUS
zECA5T LINTEL
NDOW ATTACHMENT AS
=_R MANUFACTURES
°ECIF ICAT ION5
RECAST SILL
05 REBAR VERTICALL`r
CONC. POUR CELL
P.T. FURRING STRIPS
Ido" O.C.
GMU
" G1'P. WL. BD.
)OD BA5E
2X4: CM
SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN S' OF EACH END 4
18' O.G. MAX SPACING.
2X6:
SECURE t0 BLOCK W/1-1/4-
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN S' OF EACH END 4
1S' D.C. MAX SPACING.
2XS:
SECURE t0 BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 )4")
WITHIN S' OF EACH END
18' O.C. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
%" TAPCON MIN. 1-Y4"
EMBEDMENT INTO BLOCK
S" CMU
DRYWALL
I'k4' OR I'X2' P.T. NAILER
%,'0.5.15. X 4" MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK +3-7/16"
SCALE: I ' _ I -0
2x4: CEM
SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y49
WITHIN S' OF EACH END 4
18' O.G. MAX SPACING.
2x6: cm
SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN
2X4:CM
2x4: CM
SECURE TO BLOCK W/ MI6'
(MIN. SHANK SIZE .145
SECURE TO BLOCK W/ %6'
TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN
MIN. HEAD SIZE 300
(MIN. SHANK SIZE .145
(MIN. SHANK SIZE .145
MIN. EMBEDMENT 1 Y4')
MIN. HEAD SIZE 300
MIN. HEAD SIZE 300
We," TAPCON MIN. 1-Y4'
MIN. EMBEDMENT 1 Y4')
MIN. EMBEDMENT 1 Y4") -
WITHIN S' OF EACH END 4
18' O.G. MAX SPACING.
WITHIN s' OF EACH END 4
IS' O.G. MAX SPACING.
I
8 GMU
18' O.C. MAX SPACING.
2X6: ®g
16'DRYWALL
2X6:
SECURE TO BLOCK W/2-3(6'
NOTE. STRUCTURAL 2X MUST
SECURE t0 BLOCK W/2-%'
1' P.T. X 4' MIN.
TAPCONS OR DRIVE PINF1
BE ON OUTSIDE 4 SECURED
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
THROUGH NON-STRUCTURAL
(MIN. SHANK SIZE .145
ATTACH TO 2X PER
MIN. HEAD SIZE 300.
%1 TAPCON MIN. I -Y4'
MIN. HEAD SIZE 300
DOOR JAMB TO BLOCK +3 3/4"
MIN. EMBEDMENT 1 Y4')
EMBEDMENT INTO BLOCK.
MIN. EMBEDMENT 1 Y4")
WITHIN S" OF EACH END 4
a, CIU
WITHIN S' OF EACH END 4
18' O.G. MAX SPACING.
18' O.C. MAX SPACING.
S' CMU
DRYWALL
" DRYWALL
2XS: ®
SECURE TO BLOCK W/2-3(6
P.T.
I"X4" OR I"k2" PTNAILER
2X8:
TO BLOCK W/2-%'
1'x4' OR I'X2' P.T. NAILER
TAPCONS OR DRIVE PIN
1' P.T. X 4' MIN.
PSECURE
TA -ONS OR DRIVE PIN
DOOR CASING
(MIN. SHANK SIZE .145
DOOR CASING
(MIN. SHANK SIZE .145
DOOR JAMB OR WINDOW
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
DOOR JAMB OR WINDOW
MIN. HEAD 81ZE 300
MIN. EMBEDMENT 1 Y4")
ATTACH t0 2X PER
WITHIN S" OF EACH END 4
ATTACHTO 2X PER
WITHIN S' OF EACH END
MANUFACTURES DETAILS.
IS' O.G. MAX SPACING.
MANUFACTURES DETAILS.
18' O.C. MAX SPACING.
NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +1-1/2"
WINDOW TO BLOCK +1-1/2"
SCALE: I'- V -0'
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),4')
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE: V=V -0'
LJ_ - NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUC-414 NON-STRUCTURAL
," TAPSON MIN. 1-Y4'
EMBEDMENT INTO BLOCK.
all CMU
' DRYWALL
I'X4' OR I'X2' P.T. NAILER
2ND 2X SECURE TO
STRUCTURAL MEMBER W/(2A2d
WITHIN 8' OF EACH END 4 6'
TO S" O.G. MAX
�- DOOR CASING
DOOR JAMB OR WINDOW
ATTACH t0 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4")
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: 1' =1' -0"
• BLOCKING BETWEEN
J55E5 AT FIRST TWO 3A1'S
a" O.G. CAT SHEATHING
4m5)
.E - ENG GABLE TRUSS
NT. 2x4 RAT RUN SECURED W/ (2)
'S m EACH TRU55
BE INSTALLED w MID. POINT OF
J55 SPAN, OR 10' - 0" O.C. MAX.
E ENERGI' CODE FORMS
IR INSULATION R -VALUES.
GYPSUM 50ARD OR
--FH STRENGTH CLG.
)ARD
4 NAILER
4 a 24" O.C. 6 INTERIOR
4EE WALL
SNC. FILLED LINTEL BLK
(1) *5 REBAR CONTINUOUS
zECA5T LINTEL
NDOW ATTACHMENT AS
=_R MANUFACTURES
°ECIF ICAT ION5
RECAST SILL
05 REBAR VERTICALL`r
CONC. POUR CELL
P.T. FURRING STRIPS
Ido" O.C.
GMU
" G1'P. WL. BD.
)OD BA5E
2X4: CM
SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN S' OF EACH END 4
18' O.G. MAX SPACING.
2X6:
SECURE t0 BLOCK W/1-1/4-
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN S' OF EACH END 4
1S' D.C. MAX SPACING.
2XS:
SECURE t0 BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 )4")
WITHIN S' OF EACH END
18' O.C. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
%" TAPCON MIN. 1-Y4"
EMBEDMENT INTO BLOCK
S" CMU
DRYWALL
I'k4' OR I'X2' P.T. NAILER
%,'0.5.15. X 4" MIN.
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK +3-7/16"
SCALE: I ' _ I -0
2x4: CEM
SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y49
WITHIN S' OF EACH END 4
18' O.G. MAX SPACING.
2x6: cm
SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145
BE ON OUTSIDE 4 SECURED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EMBEDMENT 1 Y4')
We," TAPCON MIN. 1-Y4'
WITHIN S' OF EACH END 4
EMBEDMENT INTO BLOCK
18' O.G. MAX SPACING.
I
8 GMU
2X8:
16'DRYWALL
SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN
I'X4' OR I'X2' P.T. NAILER
(MIN. SHANK SIZE .145
1' P.T. X 4' MIN.
MIN. HEAD SIZE 300
DOOR CASING
MIN. EMBEDMENT 0149
WITHIN S' OF EACH END 4
DOOR JAMB OR WINDOW
18' O.G. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK
+3 3/4"
11 SCALE:
A R C H IT E C T S
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750.
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SvBD=v'. & LAT:
TUS C A
PLACE
NORTH
LOT 19
PROJECT#
1703.00 Y
MODEL:
1542
GARAGE S WINO:
LEFT
PACE:
MONOLITHIC
1- STORY
WALL
SECTIONS
& NOTES-
ARCHITECT.
STATE OF FLORIDA
�,... .,r
DATE: 02/11/10
SCALE: 1/4"=1'-0"
F15ERGLA55 5HINGLE5
OVER 015 FELT PAPER ON
16" 0.5.5. SHEATHING OR 2°
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
PRE -ENG TRUSS
MTL. DRIP EDGE
2x4 SUB -BAND
VENTED ALUM.
SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
16 0.5.5. SHEATHING OR
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5.
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER 5ACK
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. ,m TOP AND
5T. OF FLR TRU55 (TOP
2x4 SUPPORTS 5T
PLATE OF 2ND FLR, 5T.
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 MA50NRY
2—STORY
FIRST FLOOR
FLOCK SECOND
FLOOR ]FRAME
SCALE: 3/4"=V-0"
2x STUDS a 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
4" T 4 G 6U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
S IMPSON HETA -16 EMBED.
STRAP 6 32" O.G. MAX VERIFY
W/ TRUSS PLAN
5" GYPSUM BOARD OR 2°
HIGH STRENGTH CLG. 50ARD
,EE ENERGY CODE FORMS
OR INSULATION R -VALUES.
GYPSUM BOARD OR '"
SIGH STRENGTH CLG.
3OARD
"W15T STRAP VERIFY W/
'RUSS PLAN
UINDOW ATTACHMENT AS
SER MANUFACTURES
:'�PECIFICATION5
UINDOW SILL
?x STUDS IT 1(o" O.C. MAX W/
R-11 BATT. INSUL. MIN.
"" T 4 G SUBFLOOR GLUED
4ND NAILED AS PER
%TAILING SCHEDULE
=RE -ENG FLOOR TRUSS
INSTALL PER MFC. SPECS.)
i" GYPSUM BOARD OR 1"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK
W/ (1) *5 RE5AR CONT INUOU;
R-4.2 BATT. INSUL.
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) *5 RE5AR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
a 16 " O.C.
all CMU
1/2" GYP. WL. 5D.
WOOD SASE
FIBERGLASS SHINGLES
OVER #15 FELT PAPER ON
1/16" O.S.B. SHEATHING OR a"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE -
2 x4 SUB - 5AND -
ALUM. SOFFIT -
STIFF5 ACK AT ALL
UPRIGHTS OVER 4'-10"
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/ "x6" THRU-BOLTS
32" O.G. MAX THEN
SECURE GA5LE TO 2x4
PLATE W/ 126's S" O.G. MAX
OR
SECURE GABLE TO D5L
TOP PLATE W/ SIMPSON
HTC4 6 24" O.C. MAX -
WINDOOW HEADER 61ZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
160.5.5. SHEATHING OR 2"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER 5ACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 GONT. a TOP AND
BT. OF FLR TRU55 (TOP
2x4 SUPPORTS 5T
PLATE OF 2ND FLR, 5T.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EM5ED. STRAP VERIFY
W/ TRU55 PLAN
z"THICK, 2 COAT CEMENT
PLASTER APPL IED
D IMr- CTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME ----
SCALE- 3/4"=I'-0`
2x STUDS 'm 16" O.G. MAX W/
R-11 5ATT. INSUL. MIN.
" T 4 G SUSFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRU55
I" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL SLK
W/ (1) 05 RE5AR CONTINUOUS
2x4 SLOGGING BETWEEN
TRUSSES AT FIRST TWO BAYS
4'-0" O.C. CAT SHEATHING
SEAMS)
PRE -ENG GABLE TRU55
CONT. 2x4 RAT RUN SECURED
W/ (2) 126's -a EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
I" GYPSUM BOARD OR ?
HIGH STRENGTH CLG.
BOARD
DOU5LE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS 6 16" O.C. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G 5U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
I" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK
W/ (1) OF;, RE5AR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 05 RE5AR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING-: STRIPS
Q 16 " O.G.
8" CMU
1/2" GYP. WL. SD.
WOOD SASE
1116" 0.5.5. OR �" CDX
TYVEK 5UILDING WRA
PAPER PACK
CxALV'D MTL. LATH
" -1/5" TEXTURED
FINISH 0 WOOD
WOOD a WEEP SCREED
CONSTRUCTION t
N
i`
a" cMu
1/2" TEXTURED
�' F IN ISH � MASONRY
NEEP SCREED
DETAIL Ca) WOOD TO
LOCK CONNECTION
SCALE- 1 1/2"=V-0"
A R C H IT E C T R
Desi n
GourInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & IAT:
TUSCA
PLACE
NO RTH
LOT 19
PROJECT#
1'03.00
MODEL
„1542"
GARAGE :SWING:
LEFT
PAGE:
MONOLITHIC
2— STORY - .
WALL
SECTIONS
ARCHITECT:
02/11/10
ALE: 1/4"=1'-0"
SKEET
D A OF
16 O.S.B. SHEATHING OR a" CDX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE ON SHEET
D5
s"THICK, 3 GOAT CEMENT
PLASTER APPL IED TO METAL
LATH OVER 2 LAYERS OF
°!
GRADE D BUILDING PAPER
OR PAPER BACKED LATH
OVER AN APPROVED HOUSE
WRAP
L
2x4 CONT. TOP AND 5T. OF
FLR TRU55 (TOP 2x4
SUPPORTS 5T PLATE OF 2ND
FLR, ST. 2x4 15 FOR WALL
SHEATHING NAILER)
d♦
>P
WEEP SCREED
p e
(SEE DETAIL 2A)
q`A
EM5ED. STRAP VERIFY
W/ TRUSS PLAN
'"THICK, 2 GOAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR
CONNECTION AT PARALLEL/
PERPENDICULAR PRE- ENG .FLOOR TRUSS
2x STUDS 'm 16" O.G. MAX W/
R-11 5ATT. INSUL. MIN.
" T 4 G SUSFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRU55
I" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL SLK
W/ (1) 05 RE5AR CONTINUOUS
2x4 SLOGGING BETWEEN
TRUSSES AT FIRST TWO BAYS
4'-0" O.C. CAT SHEATHING
SEAMS)
PRE -ENG GABLE TRU55
CONT. 2x4 RAT RUN SECURED
W/ (2) 126's -a EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
I" GYPSUM BOARD OR ?
HIGH STRENGTH CLG.
BOARD
DOU5LE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS 6 16" O.C. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G 5U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
I" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL 5LK
W/ (1) OF;, RE5AR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 05 RE5AR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING-: STRIPS
Q 16 " O.G.
8" CMU
1/2" GYP. WL. SD.
WOOD SASE
1116" 0.5.5. OR �" CDX
TYVEK 5UILDING WRA
PAPER PACK
CxALV'D MTL. LATH
" -1/5" TEXTURED
FINISH 0 WOOD
WOOD a WEEP SCREED
CONSTRUCTION t
N
i`
a" cMu
1/2" TEXTURED
�' F IN ISH � MASONRY
NEEP SCREED
DETAIL Ca) WOOD TO
LOCK CONNECTION
SCALE- 1 1/2"=V-0"
A R C H IT E C T R
Desi n
GourInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & IAT:
TUSCA
PLACE
NO RTH
LOT 19
PROJECT#
1'03.00
MODEL
„1542"
GARAGE :SWING:
LEFT
PAGE:
MONOLITHIC
2— STORY - .
WALL
SECTIONS
ARCHITECT:
02/11/10
ALE: 1/4"=1'-0"
SKEET
D A OF
*NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, 8d 4" O.C. MAX S EDGES 4 &"-S" O.C. M,4X IN THE FIELrD
PRECAST HEADER(MIN) — --
A
PBL. TOP PLATE
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
DOUBLE TOP PLATE
SECURE 2 X RIP TO FIT
OR DRIVE PIN (MIN SHANK SITU=.145
DBL. TOP PLATE
W/2-1265 &"-VO-C. MAX.
MIN HEAD SIZE 300
2X4 16' O.G. MAX.
1/5" TEXTURED FINISH
MIN EMBEDMENT 1 1/4'J
STUD
-1116" OSB SHEATHING
S' FROM EACH END AND 18'j�
NAILING SCHEDULE
STUDS 0 16' O.G.
O.C. MAX. MIN 1-1/4' EMBEDMENTi9
MTS -12 0 EVER STUD
2 X 4 16' O.G. MAX.
2 X 6 (MIN 2 X 3) 2-3/16 TAPGoNN7
SIMPSON MSTA-36 0 32'
(WHEN OVER 16" IN HIEGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145'
SECURE 2X4 W/ 2 -Wb" 1
2 X 4 (WHEN OVER 16" IN HIEGHT.)
MIN HEAD SIZE 30011
TAPCONS OR DRIVE PIN
TEMPERED MA50NITE
EMBEDMENT 1 1/4")
MIN EMB
(MIN. SHANK SIZE .145 MIN.
C=LUE � NAIL W156'5 8"-12'' O.C.
GL
S' FROM EACH END AND IS'
HEAD SIZE 300 MIN.
IF NEEDED.
O.G. MAX. MIN 1-1/4' EMBEDMENT
EMBEDMENT 1y4' WAN S'
2 X S (MIN 2 X 3) 2-3/16 TAPCON
EA. END NOT t0 EXCEED BT. PLATE
2 X SOLID BLK'G 0 ARCH
OR DRIVE PIN (MIN SHANK SIZE.145
18' O.C. MAX
SECURE W/2 -12d EACH END
MIN HEAD SIZE 300 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
ATTACHMENT PER
MIN EMBEDMENT 1 1/4")
MIN. 2-12d PER BLK EA. END
MANUFACTURER'S SPEG'S.
S' FROM EACH END AND 18'
O.G. MAX. MIN 1-1/4 EMBEDMENT '1116' 055 SHEATHING
2X4 SOLID I/2" PLYWOOD
MTL WDW FRAME
DBL. TOP PLATE
2X4 Ib' O.C. MAX.
SECURE 2X4 TO
WOOD W/2 -12d 6 6"-8'
O.G. STAGGERED
SECURE 2X4 W/ 2.W6
TAPCONS OR DRIVE
PM (MIN. SHANK SIZE
.145 MIN. HEAD SIZE
300 MIN.
EMBEDMENT 1 Y4' W/IN
S' EA. END NOT TO
EXCEED 18"O.C.
MAX
2X4 SOLID
5LOCKING SECURE
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA. END
3 EXTERIOR ARCHWAY
SCALE:
CMU WALL
ARCHWAY DETAIL
1 16" AND UNDER
SCALE: 1/2"=1'-0'
10. x6,' 0.5.5. OR,4' PLYWOOD SHEATHING
"15 BLDG. FELT
24' WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD D1910, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
0 FIBERGLASS SHINGLES
P - B TRUSS
1/2' CLG. BOARD 4 TEXT.
SIMPSON SP4J 2X4 DBL. TOP PLATE
0 EVERY 1/2" DRYWALL
OTHER STUD 2X4 WOOD STUDS 016' O.G.,
U.N.O. ON TRUSS PLAN
2X4 CONT. STRESS
--BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4 0
32' O.G. MAX
1/2'X9" A.B. 32'O.C.
7" EMBEDMENT
a.n .
° _GONG. SLAB
2 *5's CONT.
1—STORY
(��INT. BEARING WALL
SCALE: 1/2' -1'-0'
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
BLOCKING SECURE:
TO SHEATHING WM-
MIN. 2-126 PER BLK EXTERIOR ARCHWAY
EA' SND WITH WINDOW
2 SCALE: 1/2"-1'
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 1S'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/41)
S' FROM EACH END AND 18'
O.C. MAX MIN 1-1/4" EMBEDMENT
2 X 0 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE .300 -1/16'0615 SHEATHING
MIN EMBEDMENT 1 114') 2X4 16' O.G. MAX.
8' FROM EACH END AND 18' (WHEN OVER 1(&' IN HEIGHT.)
O.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK EA. END
ARC4WAY DETAIL
4 16 AND UP
SCALE: I/2"=1'
(_�,�CLOSED VALLEY FLASHING DETAIL
N.T.S.
PRE -ENG TRUSS
�-- CONT. 2x4 SPF RAT RUN
SECURED W/ (2) 12d's 0 EACH
DOUBLE TOP PLATE
SIMPSON
2x CONTINOUS STRE55
SP4 0
BLOCKING MID WALL
EVERY
2x STUDS 0 16" O.G. MAX
OTHER
i" t 4 G SUBFLOOR GLUED
STUD
AND NAILED AS PER
2x DOUBLE TOP PLATE
NAILING SCHEDULE
STUDS 0 16' O.G.
IST FLOOR STUDS TO
MTS -12 0 EVER STUD
2ND FLOOR STUDS
SIMPSON MSTA-36 0 32'
2X4 BT. PLATE
O.G. MAX
`E -PRE-ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x CONTINOUS STRESS
BLOCKING MID WALL
2x STUDS 0 16' O.C. MAX
1/2" GYP. WL. BD.
SECURE BT. PLATE TO SLAB
W/ J'x9' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1"
EMBED. MIN.
• • S IMP50N 51=4 0 32' O.C. MAX
7 INT. 2—STORY L.B.W.
SCALE: I/2"- I' -0'
*NOTE: NO GAP 0 WDW FRAME
TO EXCEED 1/4"
ARCHWAY DETAIL
A CUTAWAY
SCALE: 1/2'-V-01
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
8" FROM EACH END AND 1811 EXISTING BLK ABV.
O.G. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8" TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 -1/16"065 SHEATHING
MIN 'EMBEDMENT 1 1/49 2 X 4 16' O.G. MA
8' FROM EACH END AND 18' .
(WI -11=N OVER 16' MAX.
HEIGHT.)O.G. MAX MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145 2 X SOLID BLK'G m ARCH
MIN HEAD SIZE .300 SECURE W/2 -12d EACH END
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND 18' ATTACHMENT PER
O.C. MAX. MIN 1- 1/4' EMBEDMENT MANUFACTURER'S SPECS.
MTL WDW FRAME
1/4' TEMPERED MASONITE 'NOTE: NO GAP m WDW FRAME
GLUE ¢ NAIL W/8d'S 8'-12'0.C. TO EXCEED 1/4'
IF NEEDED.
ARCHWAY DETAIL
B CUTAWAY
SCALE: 1/2 " =1' - m'
ASPHALT SHINGLES OVER
N 15 FELT ON 1/16' 0.5.8.
PRE -ENCS TRUSSES OR PRE -ENG GABLE TR458
CONv. FRAMED RAFTERS SPF STIFFBAGK
(SEE SEALD ENG. PACK FOR
SIZE E CONNECTION)
BLOCKING2x4 SPF
FIRST TTWO BAYS4'-0' TRUSSES
OG (AT SHEATHING
O.S.B. SHEATHING OR "
COX PLYWOOD SECURED
PER NAILING: SCHEDULE
2x RIDGE ONE SIZE LARGER
THAN RAFTER 51ZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
1x8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS 0 EA. TRUSS`
RAFTER TO TRUSS MT5-12
CREATE VOID FOR STRAP
PENETRATION -
ROOF DECKING OVER
PRE -ENCS TRUSSES
PRE -ENG. TRUSS -
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES -
10 CONV. MI/2
D ROOFSC'
0'-0' TO 30'-0" (1) 'X' BRACE
30'-I' TO 60'-0' (3) 'X' BRACE
(1 'X' BRACE 0 CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER J
N 15 FELT ON 1/16' O.S.B.
(2) 2X4 02 SYP DIAGONAIL BRACE --�
W/ 3-12d 0 EA TRUSS ( DIAGONAIL BRACE
TO COVER 5 -TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRU55
SPF ST IFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1/16' OSB SHEATHING /
USE ad NAILS AT
4' or-. EDGE t 6' o.c. FIELD
2X4 W/ 3/8' X 5AG 032" D.C. MAW
OR SIMPSON MSTA 24 0 32' O.C. MAX.
SHEATHING NAILING TO BE
6"-8" O.C. IN FIELD
4" O.C.OALL EDGES W/8d NAILS
DBL 2XFa
SCALE: 1/2' =1' -0"
FINISH 6 LANDING
3/4" PLYWOOD F.F.
TRU55 24' o.c.
1/2" CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d 0 EA. TRUSS
2X4 SYP RAT ADJACENT
-TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
Z�F
3/4 FLT -WOOD WITH
LANDING D AIL 412-D COMMONS
NAILED THRU 3/4"
FINISH e LANDIN'�-���OD INTO
3/4" PL`I'WOOD .F. EACH STi�INCZE�
3-2x12 SYP 5T INGER ' DBL, 2X12
REINFORCED /2X4 SF'1=F FLOOR JOIST
W/CONT. 5 OF
SUB-FLOO ADHESIVE
PL -400 SIMILAR
EA HORI ONTAL RUN
5ECUR TREADS TO STRINGER
W/(3)0 3" SCREWS 6 EA
5TRIN ER, UNTHREADED SHANIG
TO E TEND 5E`I'OND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE
STAT 5 RISERS TO CONFORM
TO F C 2001
2R+1T 24"-25"
3/16" AX_ VARIATION IN R15ER5/TREADS
ADJA ENT TO EACH OTHER
3/8" X. VARIATION IN ANY RISER/TREAD
NAND IL CIRCULAR CROSS SECTION DIA.
TO BE 1 4" +-1/4" OR PROVIDE EQUIVALENT
GRASPAB f L TY
WINDERS- MI . C2" WIDE -a NARROW END
MIN. 11" WIDTH 6 2" FROM NARROW END
34" MIN. HANDRA HGT_
121
M 1115 UPLIFT
SIMPSOM HTSM20
W/10 106 TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
w 2350 UPLIFT
(2) SIMPSOM WTSM20
ONE EA. SIDE OF TRUSS
OPPOSITE SIDE OF BLOCK
W/10 106 TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE -ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
�� TRUSS ANCHOR RETROFIT
N.T.S.
36" MIN. FINISH
WINDER DETAIL
2X12 TREAD
CUT TO F I T
__ 1X8 RISER
l"All
(3) 106 CUT NAILS
a 2 X4 P.T.
SLEEPER INTO
SLA5
LE55 THAN 4" TYI=.
BETWEEN SPINDLES
NAND RAIL
1/2" DR1'WALL�
1X10 TRIM-�
-1" N081NG TYf=.
3 STAIR SECTIO
SCALE: _3/411=1'-O,/
ETAILS
A R C H I T E C T S
1441 N. RONALD
REAGAN
B
L
VD.
LONGWOOD, FL 32750mPH: 407-774-60
FAX: 407-774-784
www.abdesigngrou
AA #: 000332
StmDIY. 8c LOT:
TUSCA
PLACE,
NORTH
LOT 19
PROJECT#
1703.00
MODEL:
1542"
GARAGE SWING:
LEFT
PAGE:
MIS C
DETAILS
ARCHITECT
STATE OF FLORIDA -
ELL
DA7*: 0 2 /11 /10
:SCALE: 1/4"p=11 = 0"
SHEET
ID 5oI
�-- CONT. 2x4 SPF RAT RUN
SECURED W/ (2) 12d's 0 EACH
TRUSS
2x4 BLOCKING UNDER
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3)
WALL STUDS SGURE
12d's 0 EACH TRUSS (DIAGONAL
BETWEEN TRUSS BAYS W/
X -BRACING TO COVER 5-TRU55ES
(3)126's EACH ENA
�" GYPSUM BOARD OR
2x DOUBLE TOP PLATE
HBIOGARSDRENGTH CLG.
STUDS 0 16' O.G.
NOTE:
MTS -12 0 EVER STUD
DIAGONAL BRACE 0 CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE t0 BE 0 ANY SPAN 15'-0" OR GRATER REFER TO
2X4 BT. PLATE
TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0" (1) X -BRACE
30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE 0 CENTER AND (2)
DORMER
BRACE DIVIDED EQUALY FROM CENTER TO END
8 MTCACHMENT
9 GABE X—BRACING
LE: 1/2"=1'-0'
SCALE: 1/2' -1'-0'
2x RIDGE ONE SIZE LARGER
THAN RAFTER 51ZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
1x8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS 0 EA. TRUSS`
RAFTER TO TRUSS MT5-12
CREATE VOID FOR STRAP
PENETRATION -
ROOF DECKING OVER
PRE -ENCS TRUSSES
PRE -ENG. TRUSS -
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES -
10 CONV. MI/2
D ROOFSC'
0'-0' TO 30'-0" (1) 'X' BRACE
30'-I' TO 60'-0' (3) 'X' BRACE
(1 'X' BRACE 0 CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER J
N 15 FELT ON 1/16' O.S.B.
(2) 2X4 02 SYP DIAGONAIL BRACE --�
W/ 3-12d 0 EA TRUSS ( DIAGONAIL BRACE
TO COVER 5 -TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRU55
SPF ST IFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1/16' OSB SHEATHING /
USE ad NAILS AT
4' or-. EDGE t 6' o.c. FIELD
2X4 W/ 3/8' X 5AG 032" D.C. MAW
OR SIMPSON MSTA 24 0 32' O.C. MAX.
SHEATHING NAILING TO BE
6"-8" O.C. IN FIELD
4" O.C.OALL EDGES W/8d NAILS
DBL 2XFa
SCALE: 1/2' =1' -0"
FINISH 6 LANDING
3/4" PLYWOOD F.F.
TRU55 24' o.c.
1/2" CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d 0 EA. TRUSS
2X4 SYP RAT ADJACENT
-TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
Z�F
3/4 FLT -WOOD WITH
LANDING D AIL 412-D COMMONS
NAILED THRU 3/4"
FINISH e LANDIN'�-���OD INTO
3/4" PL`I'WOOD .F. EACH STi�INCZE�
3-2x12 SYP 5T INGER ' DBL, 2X12
REINFORCED /2X4 SF'1=F FLOOR JOIST
W/CONT. 5 OF
SUB-FLOO ADHESIVE
PL -400 SIMILAR
EA HORI ONTAL RUN
5ECUR TREADS TO STRINGER
W/(3)0 3" SCREWS 6 EA
5TRIN ER, UNTHREADED SHANIG
TO E TEND 5E`I'OND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE
STAT 5 RISERS TO CONFORM
TO F C 2001
2R+1T 24"-25"
3/16" AX_ VARIATION IN R15ER5/TREADS
ADJA ENT TO EACH OTHER
3/8" X. VARIATION IN ANY RISER/TREAD
NAND IL CIRCULAR CROSS SECTION DIA.
TO BE 1 4" +-1/4" OR PROVIDE EQUIVALENT
GRASPAB f L TY
WINDERS- MI . C2" WIDE -a NARROW END
MIN. 11" WIDTH 6 2" FROM NARROW END
34" MIN. HANDRA HGT_
121
M 1115 UPLIFT
SIMPSOM HTSM20
W/10 106 TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
w 2350 UPLIFT
(2) SIMPSOM WTSM20
ONE EA. SIDE OF TRUSS
OPPOSITE SIDE OF BLOCK
W/10 106 TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE -ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
�� TRUSS ANCHOR RETROFIT
N.T.S.
36" MIN. FINISH
WINDER DETAIL
2X12 TREAD
CUT TO F I T
__ 1X8 RISER
l"All
(3) 106 CUT NAILS
a 2 X4 P.T.
SLEEPER INTO
SLA5
LE55 THAN 4" TYI=.
BETWEEN SPINDLES
NAND RAIL
1/2" DR1'WALL�
1X10 TRIM-�
-1" N081NG TYf=.
3 STAIR SECTIO
SCALE: _3/411=1'-O,/
ETAILS
A R C H I T E C T S
1441 N. RONALD
REAGAN
B
L
VD.
LONGWOOD, FL 32750mPH: 407-774-60
FAX: 407-774-784
www.abdesigngrou
AA #: 000332
StmDIY. 8c LOT:
TUSCA
PLACE,
NORTH
LOT 19
PROJECT#
1703.00
MODEL:
1542"
GARAGE SWING:
LEFT
PAGE:
MIS C
DETAILS
ARCHITECT
STATE OF FLORIDA -
ELL
DA7*: 0 2 /11 /10
:SCALE: 1/4"p=11 = 0"
SHEET
ID 5oI