HomeMy WebLinkAbout2641 Vineyard Cir (a)® STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R.
HORTON HOMES
5850
T.G.
LEE
BLVD. SUITE 600
ORLANDO,
FL,
32822
TEL:
(407)
850-5200
1 -FOUNDATION
FAX:
(407)
850-5300
• 2007 FLORIDA FIRE PREVENTION CODE
e 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
., _i`
C V
r-�r 'Ire s 11
porton. com
5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL 32822
Tali (407) 850-5200 Fax: (407) 850-5300
DESIGN CRITERIA:
DATE
ABBREVIATIONS
LUMINOUS
MEDICINE CABINET
• FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL
ABV.
ABOVE
LAV.
W/2009 SUPPLEMENT
A/C
AIRCONDITTONTNG
LUM.
1 -FOUNDATION
ADJ.
ADJUSTABLE
M.C.
• 2007 FLORIDA FIRE PREVENTION CODE
ALT.
ALTERNATE
MFR.
• NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION
All.
BD.
AMPERAGE
BOARD
MIN.
M.T.
• ALL LOCAL AND STATE CODES
CL
CENTERLINE
MTD.
PG
CAB.
CABINET
MTL.
3A -ELEVATION
CLG.
CEILING
N.T.S.
PAIR
CLR.
CLEAR
O.C.
PG
CONC.
CONCRETE
PL
DETAILS
CPT.
CARPET
P.B.
RETURN AIR GRILL
C.T.
CERAMIC TILE
PH.
• OCCUPANCY — RESIDENTIAL, GROUP R3
D.
DRYER
PLT.
• CONSTRUCTION TYPE — VB
DBL.
DOUBLE
P
D.G.
DUAL GLA7.ED
PR.
• MIN. INTERIOR FINISH — CLASS B
DIA.
DIAMETER
P.T.
• BASIC WIND SPEED — 120 MPH (M/S)
DIM.
DTSP.
DIMENSION
DISPOSAL
R.
RAD.
• 1—STORY RESIDENCE —
DP.
DEEP
R.A.G.
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER
DR.
D.S.
DOOR
DOWNSPOUT
REF.
RM.
LOCAL AND , STATE CODES
DTL.
DETAIL
R.O.
SPECIFIC PARAMETERS FROM FBC 2007 CH. 3
D.W.
EA.
DISHWASHER
EACH
S.C.
S.D.
USED FOR DESIGN INCLUDE:
ELEV.
ELEVATION
S.H.
• CONCRETE MASONRY RESIDENTIAL
EQ.
EXH.
EQUAL
EXHAUST
SHT.
SHTHG.
• CONSTRUCTION WOOD FRAME CONSTRUCTION
EXT.
EXTERIOR
SHWR.
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05
F.G./FX.
F.G.
FIXED GLASS
FUEL GAS
SIM.
SL.
w
Q . F T . CALL . S
FIN.
FLR.
FINS
FLOTOR SH
STD. T.
'COP OF PLATE
FLUOR.
FLUORESCENT
SWS
FR DR.
FRENCH DOOR
LIVING 1542 SQ. FT.
FTG.
FOOTING
TEMP.
UNLESS NOTED
GA.
GAUGE
THK.
ENTRY ELEV. 'A" 4 'E3" 14 SQ. FT.
GAR. DISP.
GARBAGE DISPOSAL
T.O.C.
G.F.T.
GROUND -FAULT CIRCUIT
T.O.P.
ENTRY ELEV. 'C" 4 'D' 42 SQ. FT.
INTERRUPTER
T.O.S.
GL.
GLASS '
TYP.
GARAGE 392 SQ. FT.
GYP. BD.
GYPSUM BOARD
U.N.O.
WROUGHT IRON
H.B.
HOSE BIB
H.C.
HOLLOW CORE
V.P.
TOTAL ELEV. 'A' E '5' 1948 SQ. FT.
HDR.
HEADER
W.
HGT. OR HT
HEIGHT
W/
TOTAL ELEV. 'C' 4 'D" 1916 50. FT.
INSUL.
INSULATION
WD.
INT.
INTERIOR
WDW.
PATIO 35 50. FT.
W/H
OPT. COV. PATIO 80 5Q. FT.
W.T.
REVISIONS
LAVATORY
DATE
DESCRIPTION
LUMINOUS
MEDICINE CABINET
11/3/08
D.R-P 5,48E MODEL CHANGES
MANUFACTURER
MINIMUM
4/20/09
R.L. REVISIONS - REMOVE "E" 4 "F" ELEVATIONS
GN-
1=LUM5-GUT OVERHANGS, RAISE 5RG. PGTS. TO
METAL THRESHOLD
1 -FOUNDATION
PLAN
PG
MOUNTED
METAL
PLAN
6-8" ON "A" 4 11511
ELEVATIONS
NOT TO SCALE
ON CENTER
1/30/09
REMOVED FRAMING AT A/C CLOSET IN GARAGE PER LOU AVELL I
PROPERTY LINE
PUSH BUTTON
10/10/09
CHANGED A/C PLATFR0 1
113.2- LINTEL SCHEDULE (PRO -CRETE)
PG
PHONE
PLATE
PG
2-
FIRST FLOOR PLAN
PG
3A -ELEVATION
PLYWOOD
PG
4A -ELEVATION
PAIR
PG
5AB-
PRESSURE TREATED
PG
6 -ELECTRICAL PLAN
RISER
D1 -FOUNDATION
DETAILS
RADIUS
D2-MISC.
DETAILS
RETURN AIR GRILL
D3 -1
-STORY WALL SECTIONS
REFRIGERATOR
D4-MISC.
DETAILS
ROOM
D5-MISC.
DETAILS �I�c
Off 6
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
'COP OF PLATE
TOP OF SLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
1
11
t.
g yFORO�U1u+'oso H ��ppisNA f -
R t? IS ,O E0 pCE.
. E p v IFo� pERM%TP, v6c t4sg T�� .ip VtOLof .THE
Cpt4SK A A NdpR Sv--r X C�bss to t�
KNE WEI , 5 O v"- MIT t'tREVEVIlk, G A G X10
cAl
PS vAKC OF p PER ER REQ CONS
,ss ,` FROM �t'EROi3 YNE P 6�C,
,og ��-nOo+S of �N
03
A R C H IT E C T S.
ft.
441 N. RONALD REAGAN BLVE
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8a LOT:
TUSCA
SOUTH
LOT 41)
PROJECT#
1'703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
COVER
PAGE
mmm000
ARCHITECT:
STATE OF FLORIDA
DL -C 2/ 69
JAMES CANTWELL
VA AR NO 12079
DA E: 12/23/09
SCALE:1/499=1 $—of)
SHEET
c 1 OP'��
INDEX OF DRAWINGS
SHEET
#
DESCRIPTION
PG
C1 -COVER
PAGE
PG
GN-
GENERAL NOTES
PG
1 -FOUNDATION
PLAN
PG
1A -DOWEL
PLAN
PG
iB-
LINTEL SCHEDULE (CAST -CRETE)
PG
1B.1-
LINTEL SCHEDULE (WEKIWA)
PG
113.2- LINTEL SCHEDULE (PRO -CRETE)
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"
PG
6 -ELECTRICAL PLAN
PG
D1 -FOUNDATION
DETAILS
PG
D2-MISC.
DETAILS
PG
D3 -1
-STORY WALL SECTIONS
PG
D4-MISC.
DETAILS
PG
D5-MISC.
DETAILS �I�c
Off 6
A R C H IT E C T S.
ft.
441 N. RONALD REAGAN BLVE
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8a LOT:
TUSCA
SOUTH
LOT 41)
PROJECT#
1'703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
COVER
PAGE
mmm000
ARCHITECT:
STATE OF FLORIDA
DL -C 2/ 69
JAMES CANTWELL
VA AR NO 12079
DA E: 12/23/09
SCALE:1/499=1 $—of)
SHEET
c 1 OP'��
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A.
FLOOR LIVE LOADS
(PSF)
I.
SLEEPING ROOMS
30
II.
ATTICS W/ STORAGE
20
III.
ATTICS W/OUT STORAGE
10
IV.
POOLROOMS
75
V.
BALCONIES
60
VI.
DECKS
40
VII.
STAIRS AND EXIT WAYS
40
VII.
ALL OTHER ROOMS
40
B.
FLOOR DEAD LOADS
10 (PSF)
C.
ROOF LIVE LOADS
**
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17
II. CONCRETE TILES 25
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED 120 MPH
II. WIND IMPORTANCE FACTOR (IW) 1.0
III. EXPOSURE CATEGORY B
IV. WIND DIRECTIONALITY FACTOR (KD) 0.85
V. INTERNAL PRESSURE COEFFICIENT (GCPI)
OPEN BUILDINGS 0.00
PARTIALLY ENCLOSED BUILDINGS ±0.55
ENCLOSED BUILDINGS ±0.18
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 120 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN'/rINCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND
IRRIGATION.
3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.).
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2THE 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'.
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'/4'.
7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION..
MASONRY
1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE
MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR
MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA.
HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16"
ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN
BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM 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 3/4'
D. BEAMS, COLUMNS:
L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS1'/2"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO.
Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS
NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH
WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007..
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX
SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A
MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL
UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 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 U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS 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, 8" 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 1/2" GYPSUM BOARD. FBCR 311.2.
A R C H I T E C T S
Desi n
OU Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
StMDIV. & LOT:
TUSCA
SOUTH
LOT #41
PROJECT#
1'703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
ARCHITECT*
STATE OF FLORIDA
DEC 2009
JAM S ANTWELL
AR NO 12079
DATE: 12/23/09
SCALE: 1/4"=1'-0"
SHEET
oF1�
,.top_
�sy
16'-1111 II_�II IroI_1N
1 4'
CONC.
SLAB.
110
D1 I iL
(10
I D1 -31/2" pl
HB.
EXTEND I
I pl SLAB 11/2'
■
D1 I 01-m" ELEV. D1
■ FIN. GONG. 5LA5
� I N
O
4" CONC. REINFORCED
1 W/6'X6" WIA X WI.4 WWM I
■ pj OR FIBERMESH ON 6 -MIL.
VAPOR BARRIER ON ■
WELL -COMPACTED I
CLEAN TERMITE
TREATED FILL OR
APPROVED SUBSTITUTE, _
�- — -� (RECRUIT 11 SYSTEM) 0 I I I
\ `I LAY. /% wc. -- I3 I �,
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21'-4" V
401-011
FOUNDATION 99 99 1D 99
■
■
5 -5° 101_011
24'x24"x12" CONC.
PAD W/ 3 -*5 BARS
E.W. ON CI-IAIRS MIN.
3' COVER
4
4
Di 411
CONC. (1_
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—3 1/2" N
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FIN. CONC. SLAB
EXTEND
5LA5 1 1/2"
■
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SLAB
ELEV . 99 C 99 & ' 9
SECURE STRAP TO
CONC. W/ (2)-3/16"X2'
TAP—CONS
GONG. SLAB
UNIT SIMPSON WB
UNIT STRAP
OR EQUAL
SECURE STRAP TO
UNIT W/ (2) #8x1 1/4
SHT MTL SCREWS
A/C CONNECTION
1'0 PAD DETAIL
A R C H I T E C T S
-1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SXMDIV. & LOT:
TUSCA
SOUTH
LOT #41
PROJECT#
1703.00
MODEL:
1542
GARAGE SWING:
RIGHT
PAGE:
FOUNDATIO
PLAN
ARCHITECT -
STATE OF FLORIDA
DATE: 12/23/09
SCALE: 1/4"=1'-0"
SHEET
OF
b
c
!:k�AI-rkll
DOWEL PLAN ELEVATIOr '411k,
I I --1 i
ELEVATION "C" & "D"
I A R C H I T E C T
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
TUSCA
SOUTH
LOT X41
PROJECT#
1703.00
MODEL.
"1542"
GARAGE SWING:
RIGHT
PAGE:
DOWEL
PLAN
ARCHITECT -
STATE OF FLORIDA
Crc 2009
JA E`C�4NTWELL
R NO 12079
DATE: 12/23/09
SCALE:1/4 11 =1' — 0"
SHEET
IA OF 16
0
_ I SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
1
8" PRECAST & PRESTRESSED U -LINTELS
8" PRECAST & PRESTRESSED U -LINTELS
LiNTEL
NO.
LENGTH
GRAVITY
UPLIFT
COMMENTS
LATERAL
TYPE
LENGTH
SUa
eF6-08 cru -m5 16-m m-0
4- a -m 32-m
eFa-15 8F12-18 81=16-113 15MV- W24-115 8F28 -I13 SF32-15
V-10'(349 PRECAST
2302
3166
4413
6039
1526
W04
10412
11936
3166 4413 6039 1526 9004 10412
11936
3'-6' (42') PRECAST
2302
3138
3311
4689
6001
1315
8630
9941
3166 4413 6039 1526 9004 10412
11936
4'-0'(48') PRECAST
2029
2325
24%
3461
4438
5410
6384
1358
2646 4413 6039 1526 9004 10412
11936
4'-6' (54') PRECAST
1651
1181
1913
2651
3403
4149
4896
1660
2110 4021 6039 1526 9004 10412
5'-4' (64') PRECAST
1184
1223
1301
1909
231'1
2826
3336
q
1665 2889 5051 6096 5400 6424
5'-10'(70') PRECAST
912
1000
1059
1414
1889
2304
2121
3131
1459 2464 4144 5458 4431 5280
6122
PRECAST
937
1255
2101
3263
2146
3358
3911
4585
1255 2101 3396 5260 1134 8995
6890
l'-6" 190') PRECAST
l6i
1029
1615
2385
1994
2439
2886
3333
1029 1675 2610 3039 5596 6613
5041
9'-4' (112') PRECAST
5-13
632
1049
1469
1210
1482
1'154
2021
168 1212 1810 2544 3469 4030
3121
10'-bY126') PRECAST
456
482
802
1125
915
1122
1328
1535
658 1025 1514 2081 2114 3130
2404
11'-4' (136') PRECAST
445
598
935
1365
1854
2355
1193
2015
598 935 1365 1854 2441 3155
4044
12'-0'(144') PRECAST
414
545
864
1254
1689
2014
1510
1818
555 864 1254 1693 2211 2832
3590
13'-4' (1609 PRECAST
362
421
126
1028
1331
1635
1224
1418
485 148 1016 1438 1855 2343
2920
14'-0'(168') PRECAST
338
361
648
919
1190
1462
1081
1260
455 100 1003 1335 1114 2153
2666
PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
NR
465 165 1310 2045 2610 3185
3165
15'-4' C184'J PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
420 695 1250 1855 2310 2890
3410
ll' -4' CZ08')PRESTRl=55ED
NR
NR
NR
NR
NR
NR
NR
NR
310 530 950 1400 1 1800 2200
2600
IV -4'(2S29 PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
240 400 150 1090 1400 1120
2030
21'-4" (256') PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
183 330 1 610 940 1340 1180
2110
22'-O'0649PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
NR
160 300 510 010 1250 1660
1910
24'-0Y288') FRE
N.R
NR
NR
NR
NR
NR
NR
NR
130 240 410 120 1030 1350
1610
8" PRECAST & PRESTRESSED U -LINTELS
0F4=_WU1.M VALUG GT JVD MGM WrRf r- ' ri "W
R" PRPrACT w/ 9" RF(:FSS DOOR U -LINTELS
R�
LiNTEL
NO.
LENGTH
UPLIFT
UPLIFT
COMMENTS
LATERAL
LATERAL
tYP
LENGTH
0 -
8F8 -I
12 -IT
I6 -IT
20-1P4532
BRF26-IT
8-I
8F32-17
2982
8F8
12-2 16-2 20-2 4_:218-2 84=32-2!8UB
2'-10'(34') PRECAST
2121
2818
4101
5332
4'-6' (54') PRECAST
1811
9055
2021
2021
2121 2184 3981 5190 1630 8851
3'-6' (42') PRECAST
2165
2289
3260
42316204
5'-8' C68") PRECAST
185
1192
1251
1251
2165 2215 3165 4125 6061 1036
4'-0' (48') PRECAST
1818
1989
2832
3680
5'-10' (l0'J PRECAST
5381
6245
938
938
1818 1925 2150 3583 4422 5264 6110
4'-&'(54') PRECAST
1660
1162
2501
3251
4010
4161
5525
121
121
1660 1105 2435 3111 3913 4658 5406
5'-4' (64') PRECAST
1393•
13S311431
1484
2110
2050
2141
2610
3315
3293
4010
3920
4648
4549
505
505
5'-10'(70') PRECAST
1212•
1351
1930
2505
3084
3665
4241
418
418
1212 1 1315 1815 2441 3010 3583 4151
6'-6' (l8") PRECAST
1141• 11200
1 1011
1133
2250
2169
3290
3812
101
Sal
1141 1 1182 1684 2192 2103 3216 3132
1'-6" C90')PRECAST
959•
990
912
1029
1415
1466
1914
1901
2354
2351
2191
2191
3240
3245
591
65-1
9'-4' (1129 PRECAST
001-1
801
612
155
950
1192
1269
1550
1560
1910
1852
2211
2144
2634
454
630
10'-6Y1269 PRECAST
116•
498
193
1021
1261
1496
1131
3%
493
116 611 1039 1389 77 2034 2358
11'-4' (1369 PRECAST
666•
439
696
899
1104
1309
1515
363
556
666 535 905 1295 1595 1896 2198
12'-0'(144') PRECAST
601•
400
631
816
1001
1186
1312
340
494
631 486 818 1209 1514 1199 2086
13'-4'(160') PRECAST
500•
340
532
686
B41
991
1153
302
398
513 409 682 1004 1361 1631 1891
14'-0'(168') PRECAST
458•
316
493
635
118
922
1065
286
360
548 315 629 922 1254 1561 1816
1611
14'-8' mw) PRESTRESSED
243
295
459
591
124
851
990
N.R.
351
24-3-r352 582 852 1156 1491 1142
W-4"(1849 PRESTRESSED
2213
218
430
553
801
925
N,R
321
228 329 542 191 1012 1381 1616
Il' -4' (20B')FR1 STRESSED
188
236
361
464
561
610
114
N.R.1255
188 216 449 649 814 1121 1389
19'-4' 0232') PRESTRESSED
165
201
313
401
490
518
661
N R
204
1651 239 383 1 550 136 940 1160
21'-4' (25691OFMSTRESSED
145
186
218
1 3N6
433
512
590
N.R.
112
142 212 336 411 639 801 993
22'-O'(264')i'RESTRESSED
140
180
268
343
418
493
568
N.R
161
41
131 205 322 45l 601 111L'T2
24'-0'(286') PRESTRESSED
121
165
244
312
300
441515
N.R
135
124 186 290 408 538 68033
0F4=_WU1.M VALUG GT JVD MGM WrRf r- ' ri "W
R" PRPrACT w/ 9" RF(:FSS DOOR U -LINTELS
R�
LiNTEL
NO.
LENGTH
UPLIFT
GRAVITY
COMMENTS
LATERAL
TYPE
TYPE
LENCsTH
SWO-iT
- era 1m -me 61IFI4- 16-0 6W22- ff"6-
gRF6-iB WFIO-IB ORF14-1B DWID-15 81 22 -IB BF1726-IB
61 30-m5
8RF30413
4'-4' (52'J PRECAST
BRF26-IT
1591
3053
2982
3954
4929
5904
6880
1489
1821 3412 4982 6412 1941 9416
10818
4'-6' (54') PRECAST
1351
1449
2182
2114
3600
4401
5315
6264
1102 3412 4982 6412 1941 9416
10616
5'-8' C68") PRECAST
185
832
1602
1550
2058
2566
3015
3585
1153 2162 4014 6412 6516 5614
6839
5'-10' (l0'J PRECAST
135
119
1500
1449
1924
2400
2816
3352
1103 2051 3811 6412 6516 5450
6411
(SOI)PRECAST
901
1611
2933
2516
3223
3812
4522
822
90l 1611 2933 4100 6130 Bill
6101
1'-6' (90') PRECAST
'16'1311
924•
2252
1958
2451
2944
3439
665
164 1311 2329 9609 5492 6624
5132
9'-$' (116') QR>=CAST
gll
420
834
1 1253
1 1011
1342
1 1614
1886
535 928 1 1491 1 2119 2618 1 3595
2815
R" PPrnAST w/ 2" RECESS DOOR U -LINTELS
.�.
LiNTEL
NO.
LENGTH
UPLIFT
TYPE
ELEV. 'C" 4
COMMENTS
LATERAL
TYPE
91Wb-IT
SWO-iT
BFF14-iT
8RFI8-IT
DW22-IT
BRF26-IT
OW30-1
ea
LENCsTI-I
BRU
SRF
80*6-2T SWIO-2 OW4-2T 9W18 -2T VW22-2T e1M26- 30-2-
4'-4* (52') PRECAST
1244
1513
2413
3260
4112
4961
5825
932
932
1244
1519
2339
3110
4008
4850
5696
BF24-M/1T
SF32-05/1T
8'
L 8
1192
1501
2311
3931
4156
5511
BF16-05/1T
4'-6' (549 PRECAST
_3121
853
853
1192
1455
2240
1 3036
3831 1
4643
5453
924•
1112
1195
2423
3055
3689
4325
5'-8' 168') PRECAST
501
501
924 1132 1141 2351 2918 3603 4230
896•
1138
1142
2352
2965
3581
4198
5'-10' (l0') PRECAST
469
469
896
1099
1690
2288
2891
3491
4106
lie
582
1513
2042
2513
3101
3642
6'-8' (80')PR>=CAST
830
1100
118
956
1468
1981
2509
3035
3563
flee
691
1325
IB10
2280
2153
3221
110
941
688
849
1302
1162
2225
2690
3151
1'-6' (90') PRECAST
9'-8' (1169 PRECAST533•
433
808
1123
1413
1104
1995
516
614
533 1-5
21
1009
1369
1128
2088
2450
-i-w-VUVG THL 6 I I I -VI-.- -.1(/ 1 lam... r+ -n_
PATIO
L-6
L- 9 L- 6
25 -SH 25 -SH L'- 7 25 -SH
EGRESS EGRESS EGRESS
5068 SJG.D.
OWNERS BDRM. 3
■ SUITE FAMILY
S'-s' CLG. ROOM
V-8' CLG.
II---------
II
BATH #2
II
a�o I I
0. ,� =7'
C� ■
BATH i
V-8' CLG. �� O
O
I
■ I
i I KITCHENI0
W.I.C. p SD8 M LG
L------- I f N
I r
FOYER 1 1 I I w
8'-S" CLC. I I I I
I I II I _ _
8Ug " I i
I A
LIVING ROOM/ II CLG. I I --------
--- L_ -J
DINING ROOM/ BRKFST
I ■ OPT. BEDRROOM #4 8'-a" CLG.
I I 1
0
■
■
35-614 W/ L-3
,4RCH TOP
L-1
GARAGE
ELEVATTnN "A" k. ""R
V-8' BEARING HEIGHT THROUGH OUT
ELEVATION 'A' k "B"
--------------------
- - - - - - - - - - - - - - - - - - -
16'-O'X1I-0"O.H.D.
L- 4
CAST -CRETE I,INTEIL
MATERIALS
I. f'c precast Ifntele ■ 3500 pal.
2. Fc prestressed lintels ■ 6000 pei.
3. f,c grout ■ 3000 psi w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum not area compressive strength • 1900 psl.
5. Rebar provided in precast lintel per ASTM A615 GR60.
Held rebar per ASTM A615 GR40 or &R60.
6. Prestressing strand per ASTM A416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510.
8. Mortar per ASTM C210 type M or S.
GENERAL NOTES
I. Provide full mortar head and bed joints.
2. Shore Filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels most or exceed 1_/360 vertical deflection, except Ilntels 1l'-4' and
longer with a nominal height or 8' meet or exceed L/180.
f the lintel cavity
.
e ar to be located
et the bottom o
&. Bottom m field added r b
B y
1. 1/32' dfameter wire stirrups are welded to the bottom steel For mechanical anchorage.
8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry unite.
S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
SCHEDULE
SAFE LOAD TAB1_E NOTE5
'.
•y .y
SRF14-05/7 SF16-�5/1T
','`fir.?.'%• .fi ; ••.. •,I'.; ."+.•
•ir;•i �, • • •:rpt �.
SF16 -15/1T SRP30-m5/1T OF-32-05/IT
SF32 -15AT
44MzTM.C4$g4E 4C LINTEL SCHEDULE
LiNTEL
NO.
LENGTH
T1'PE
ELEV. "A' 4"5"
TYPE
ELEV. 'C" 4
COMMENTS
L 1
5'-4'
BRF14-05/1T
OFFF14-05/1T
L 2
4'-6'
55F22-05AT
8W30 -05/1T
L 3
3'-0
8F24 -05/1T
81=16-05/7
L 4
I'1'-4'
SF28-15/IT
BF36-15AT
L 5
4'-6'
BF24-08/1T
81=16-05/1T
-
L 6
4'-6'
8F24 -05/1T
BF16-05/IT
1- 1
6'-0
BF24-M/1T
SF32-05/1T
8'
L 8
4'-6'
8F24 -05/1T
8:16-05/IT
L S
4'_6'
81=24-05/1T
BF16-05/1T
LIVING ROOM/
DINING ROOM/
OPT. BEDRROOM #4
9'-4" CLG.
-SH W/
H TOP
E LE VAT I ON
9'-4' BEARING HEIGHT TH
ELEVATION "C" 4 V"
1. All values based on minimum 4' bearing. Exception: Safe loads for unrilled TYPE DESIGNATION
lintels must be reduced by 20% if bearing length is lose than 6-1/2'.
Safe loads for all recessed lintels based on 6' nominal bearing. F ■ FILLED WITH GROUT / U ■ UNFILLED
2. N.R . Not Rated. QUANTITY OF 05 RE5AR AT
3. Safe loads are total superimposed allowable load on the section specified. F
BOTTOM OF LINTEL CAVITY
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel. 8, - 15/1 T
6. "T y
Dna rebar may be substituted for two
5 rebore In 8A lintels only.
load tables b
1. The designer may evaluate concentrated loads from the safe l Npl-1MA1- WiDtN� QUANTITY 01= 03
calculating the maximum resisting moment and shear at d -away from the Face or eupport. J
8. For composite lintel heighte not shown, use safe load from next lower height. NOMINAL HEIGNt RE5AR At TOP
% All safe loads 1n units of pounds per linear foot.
9SC9'
- I ___, j
& 99D99
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
SLTSDIV. & LOT:
TUSCA
SOUTH
LST #41
PROJECT#
1703.00
MODEL:
„1542"
GARAGE SWMGi•:
RIGHT
PAGE:
LINTEL
SCHEDULE
(CAST -CRETE)
ARCHITECT:
Dr.'s PIA 2009
NO
12/23/09
SCALE: 1/4"=1'-0"
SHEET
I I'D Or
16
"5 M15AR AT TOP
MIN. (1) REQ'D
1-1/2' CLEAR
C.M.U.
GROUT
�p
• ''
S RE5AR AT BOTTOM
-
••
OF LINTEL CAVITY
L E
5OTTOM REINFORCING
1.5/8'AGTUAL
PROVIDED M LINTEL
NOMINAL WIDtN
8'
(VARIES)
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
SLTSDIV. & LOT:
TUSCA
SOUTH
LST #41
PROJECT#
1703.00
MODEL:
„1542"
GARAGE SWMGi•:
RIGHT
PAGE:
LINTEL
SCHEDULE
(CAST -CRETE)
ARCHITECT:
Dr.'s PIA 2009
NO
12/23/09
SCALE: 1/4"=1'-0"
SHEET
I I'D Or
16
UJB < I UJA
CONCRETE I 4101../ trfC I V/ INC.-
P.O. BOX 219 ZELLWOOD, FL 32798
(401) 886-2511
1-800-654-5139 FAX 401-886-0195
LINTEL
NO.
LENGTH
TYPE
ELEV. 11,41 40511ELEV.
TYPE �
11V D
COMMENTS
L-1
5'-4'
8/14-5-IU/0L
S/14-5-IU/0L
RECESSED
L-2
4'-6'
8/22-6-IU/OL
8/30-S-IU/0L
RECE55ED
L-3
3'-6"
8/24-5-1U/0L
8/16-S-1U/0L
00
L-4
�-E,
8/28-5-1UAL
8/36-5-1UAL
�
L-5
4'-6'
8/24-5-1U/0L
8/16-5-1U/0L
®®�l'711:'
L-6
4'-6'
8/24-S-1U/0L
8/16-6-1U/0L
10000
L-�
6'-6'
8/24-5-1U/OL
8/32-6-IU/01-
/32-S-IU/OLL-8
��Jlld•
L-8
4'-6'
8/24-6-1U/01-
8/16-6-1U/0L
����i��l--k�-'�Ef
L-9
4'-6'
8/24-5-1U/01L
8/16-5-1U/0L
10000
LIVING ROOM/
DINING ROOM/
OPT. BEDRROOM #4
9'-4" CLG.
H
I I FOYER
V- 4' GLG. I I
I I II
II
u 3A II
EGRESS EGRESS
OWNERS
SUITE
0.
BATH
LIVING ROOM
DINING ROOM/
OPT. BEDRROOM #4
8'-S" CLC.
BRKFST
--- V-4" GLG.
L— 2 IH5-SH
ENTRY L-3
35-9H W/ 9'-4' GLG.
ARCH TOP
L-1
LIEVATION 99 C99 & 991599
CJ'10-1
-
ELEVATION "G" ¢ 'D"
35 -SH W/
ARCH TOP
L-1
a�
FAMILY
ROOM
BDRM. 3
BATH 2
e
II
II
I I \\
i
KITCHEN I� BDRM. 2 -
S -S GLG. Q S'-8' CLG.
I
N p L— 5
--T�I
I I I Nw
I II
LAUN. r---1
GLC. I I--------
L__J
e
ELEVATION "A" & "B"
8'-8" BEARING HEIGHT THROUGH OUT
ELEVATION 'A' 4 'B"
GARAGE
8'-8 GLG.
— — — — — — — — — — — — — — — — — — — —
16'
L— 4
8" LINTEL UPLIFT
N!2 . Not Recommended
12" LINTEL GRAVITY
859 LINTEL GRAVITY
LINTEL
LINTEL
SAF=E LATE=RAL LOADS
(PLF)
SAFE GRAVITY LOADS (PLF)
Type
SAFE GRAVITY LOADS
®KK3171
TYPE
f -3T]5.18
8/8 -S -0L 8/12 -5 -OL
8/16 -S -0L
8/20-8-0
n M
n8-5-0 8/32 -8 -OL
SM
�t
PRECAST
:971•
t•rr.%r,-•..••.Zt�,...•r.•..•rJ
a r r r i i �irR i�ru"r�
.:;.. �r/.n...1�%.,•,•,•.lin..%..%:,.1
0 •r ...
00
0000
�-E,
a:;:�/,��r/.l/rl/rl.� ../r-,, a%r,•,r.%r,%.��r.-.•.�arl',•,.fi
0000
�
10000
1X7 ft
�ck1':>•��-rJl:>•NERrrlul.'.l
]' kt• del♦ a/iu%i �rM, WMI o r%i%r
rlry �ru,'vuJ�r.2..l�rol.11.J•
NERPlalrPiA
®®�l'711:'
9339
!•7%TIl:'�%T/I�.�%�Sr,*.tr'
.�%i- 1•1♦�.rl�__r//%I%I%r1 _�/%I
%A_r,,:w /rte_�% //.%I.•%1 �ri� I /I/r)_r,rorw
_•/11111!11
10000
0000
motLu• _ecce/b
=—NO 1rLLm 0111111111M.-im�:'.YP.)•�rr%r.%i uJmmia"1r1r1
��r�lrl,lrlerr;r-•i5rl�fr,•i'i%il�fr;iv,-ol�r�lulrIr�
4'-0'
��Jlld•
1821
25121
a=zra0�
�S:!oYf r • � r!a' •r,-ol �fe'/i.%e%il seems _0,0
Irl/iId/ice
����i��l--k�-'�Ef
10000
�f-1ii.l•��'
10l r]• ���.�W!:� �%}:%il%7�I:f
„w��•�Y1/i1�=v/���%/.'i'r•rJ�f :%e' rl�f�lrlrlrl
f.'1•
10000
4'-&'
PRECAST
NOME
2214
5018
1119
�r,3:yaantr
Nowifli
�.i r <Zfll•�Irs xs�
rir
10000
2214 5412 10000 10000 10000 10000
���
`[ rr:�
a ns.�1 � a arra �•t.7..� mfr.:-� �s x:91•
�_ i%k5�•1• �4�x1! t 91:Ya �7I:Y� �WYt=�
� Yc f.3•
`%�iC]�
��
2111
!
r/cY��lN���Yif:1•�f:!vX�mmwxY/:"MONE}:1,
8520
10000
10000
Y
�':5:1��1.771:1•�S•Y7��.7rYfol�TrY.l��f�'?r�
10000
��
PRECAST
'?r
�:fl��'nr;.�;�arxf;�■�f:1.7:t•if(:f•7�.'s.7r1�
3409
4823
6239
=iwI�I'i:ril�'S:l�Y1:Y1•�fo}q:�
9011
tfLft•
_
10000
5'-10'
•mom=7�L1'l�l�l:�l4.1o�1��f�:•'%f�S%S=K>•
848
1461
3001
�j,]��t:kr��wrkl•�f%Yl:>•�Ylr�
�ItKkt•
aW]rrr�
10000
10000
��'���■�f��zf��zri��f,YY��rIr��G:I�I
��
�%a ;� � rYJ:� � r f rJ � �(ria�l, �L S:'al •
�4:k•6�
®�Sl:!'!
110
1232
�f,�lrc:� �GlCf��L%Yl��fL-'1%��•.�L-!
3934
���e•'o��k!:��.'v-'r.%S�'YP.��f?Sl♦�:x11��rol:!:�
8589
�%�a
/r "/� r awYz>•�I��-?ate-r:��'
, r
10000
1-b'
PRECAST
56Z
1001
1918
2942
����
�Sfr>• �-i'1'>> 1777 �➢i• E3�
� IIl-�
10000
1001 1918 2942 4346 6461 10000
iitl�
�T<Y�
�i:y� �!�)• ter)• ��x� iGi�
�-7'Yf• � F.L! � r�Yl � � Y1-1 � � Gi 7�
� 'ifs
� r i Pf•
544
915
1049
2819
4131
6010
9245
10000
915 049 2819 4131 6010 9245
10000
�
PRECASt
511
C'lt lIwillm m IIIINIIIIIIIII
0280
2602
3151
5030
1958
10000
Mom�R
10000
B'-4'
-sesswI..lFum�_LI��_'r%�iILT���G��
482
N!2 . Not Recommended
12" LINTEL GRAVITY
859 LINTEL GRAVITY
LINTEL
LINTEL
SAF=E LATE=RAL LOADS
(PLF)
SAFE GRAVITY LOADS (PLF)
Type
SAFE GRAVITY LOADS
TOTAL
L�TIGT
TYPE
B"
PLAIN
8/8 -S -0L 8/12 -5 -OL
8/16 -S -0L
8/20-8-0
5n4 -5-0L
n8-5-0 8/32 -8 -OL
0/8-8-1L 8/12-8-1L206-8-11- SnO-s-IL 0/24 -6 -IL 0/213-8-11- 8/32 -S -IL
V-10'
PRECAST
6071
...
® Ora
00
0000
0000
4.6'
0000
8491 10000 10000 10000 10000 10000
10000
3'-6'
PRECAST
2603
4011
9339
0000
10000
10000
10000
0000
4011 10000 10000 10000 100001 10000
10000
4'-0'
PRECAST
1821
25121
6133
9515
10000
10000
10000
10000
2921 1853 10000 10000 10000 10000
10000
4'-&'
PRECAST
1398
2214
5018
1119
9284
10000
10000
10000
2214 5412 10000 10000 10000 10000
10000
4'-B'
PRECAST
1298
2111
4660
6588
8520
10000
10000
10000
2111 4902 10000 10000 10000 10000
10000
5'-4'
PRECAST
1006
1651
3409
4823
6239
1658
9011
10000
1651 3556 6431 10000 10000 10000
10000
5'-10'
PRECAST
848
1461
3001
5111
8888
10000
10000
10000
1461 1 3001 5111 8888 10000 10000
10000
b' -b'
PRECAST
110
1232
2440
3934
6250
8589
10000
10000
1232 2440 3934 6250 10000 10000
10000
1-b'
PRECAST
56Z
1001
1918
2942
4346
6461
10000
10000
1001 1918 2942 4346 6461 10000
10000
1'-8'
PRECAST
544
915
1049
2819
4131
6010
9245
10000
915 049 2819 4131 6010 9245
10000
e'-0'
PRECASt
511
916
1124
2602
3151
5030
1958
10000
916 1124 2602 3151 5405 1958
10000
B'-4'
PRECAST
482
B64
1615
2415
3444
4866
&983
10000
864 1615 3444 4810 6983
10000
9'-4'
PRECAST
411
141
1361
1. —
1391
2168
3169
5124
1061
141 1361 1991 2168 3169 5124
1061
10'-6'
PRECAST
3413
636
1148
1649
2231
2962
3883
5094
636 1148 1649 1231 1962 3883
5094
4566
PRECAST
315
514
1028
1465
1964
2566
3305
4239
514 1028 1465 1964 2366 3305
4239
12'-0'
PRECAST
792
533
950
1343
1189
2316
2951
3134
533 950 1343 1189 2316 2951
3134
13ti
PRECAST
211
505
898
1264
1616
2151
2130
3426
505 Bee 1264 1616 2151 2130
3426
1370
PRECAST
455
464
822
1151
1515
1935
2425
1 3010
464 822 1151 1515 1935 2425
1 3010
1209
PRECAST
739
436
169
1013
1406
1186
2225
1 2141
436 169 1013 1406 1186 2225
2141
14'-15'
PRESTRESSED
N.R.
N.R
N.R.
N.R.
N.R
KR
KR
NR
480 811 1234 1421 1119 2188
2662
15'-a'
PRESTRESSED
NR
KR
N.R
4151
KR
N.R.
NR.
KR
454 165 1160 1331 1660 2032
2459
11'-4'
PRBbtF 88ED
N.R
KR
N.R
PLR
N.R_
NLR
KR
N.R.
389 652 982 1 1111 1319 1611
1991
19'-4'
PfiESTRE88ED
NR
KR
N.R.
N.R.
K
N.R
NR
N.R
339 561 849 960 1111 1415
1616
20'-0
PRESTRE88ED
N R
KRL
N.R.
PLR
N.R
N.R
N.R.
KR
325 543 512 911 1122 1345
1590
21'-4'
PRESTRESSED
N.R.
KR
N.R.
1111
N.R.
K
102N.R
295 500 146 840 1024 1224
1441
22'-0'
PRE87Rf=88ED
NR
KR
N.R.
N.R.
K
N.R
KR
N.R.
261 481 111 806 981 1111
1316
24'-0'
PRESTRESSED
NR
7194
N.R
NR
KR
N_R
N R
KR
3 6 0 3
69
N.R ■ NOt 1" COMSrlOSO
12" LINTEL UPLIFT
N,Q .Not Reaaeelwd.d
8" LATERAL TABLE
LINTEL
SAF=E LATE=RAL LOADS
(PLF)
Len9�'
Type
SAFE GRAVITY LOADS
PLF
2'•10" TO 5'-8"
st
Total12'
L-sth
TW@
3'-6'
12/6-8-0L
12/2 -6 -OL
L7/16 -8-0L
0/20 -6 -OL
044 -6 -OL I
12/18 -6 -OL
12/32 -5 -OL
PIa1n t2/6 -6 -IL 12/2.6-1L 12/26-6-L 12410-6-1L 12/14.6-iL 12/16 -6 -IL
12/32 -6 -IL
2'-10'
Recast
4.6'
9524
10000
1 0
loom
10000
12kZ10O
vxw
1420
wvw O0__
10000
3'-6'
Precast
6'-6'
554
540
loom
10000
10000
121000
690
3204 623 10000 r7000 10000 irmy raa60
10000
W-0-SIMPreset
650
2247
4394
10000
9565
10000 I
10000
100
UNWO
102100
10000
46604'-6'
6908
Precast
3m
6
03
09
1904
10000
121Lpp
fiacaet
n22
3421 961
550
4-6'
Precast
2%
7
'KBO
_
66
6535
10000
10!000
Retest
1696 I I
450
5'-4'
Precast
10
we
14-8'
Restressed
n0
390
15'-4'
Prestressed
U39
310
3
6smam
145
10000_
Is' -41
10000
91.10'
P1 at
1044
2206
4425
0051
wM00
pm
___j22w_
235
6'-6'
Precast
4176
2m
Pm
0415
1025
04,33
NR ■ Na Ram mmencled
614
b6iSms 6226 6000 10000 105100
10000
1'-6'
Precast
4446
5211
8Z1
4651
1260
992
19
6000
692
1bI4 26RI 401 12MO
6965
l'-8'
Precast
519
119
4463
6891
9262
10000
610 1"1& 119 4463 6891 10000 10000
10000
8'-O'
Precast
l—
14M
636
4119
06
e
10000
679 1316 253il, 4115 6266 9363 10000
IOOOO
V-4'
Precast
9041
1395
2315
WS
51746
196
8141
10000
693 1299 29 146 6421 wM00
10000
9'-4'
Precast
tun
2011
S162
4619
OD22
Nil10000
1
606 1124 2011 A162 4619 6527 6111
10000
10'-6'
Precast
466
2
4566
76"
2
5126
6W4
430
2611 3'132 506, 6W4
1
II'•4'
Precast
10
V14
514
2 19
321EI
4439
Wilk -
1301
366
0 154 2315 5210 44311 "16
1611
12'-0'
Precast
-64
841
13ti
2121
2X4--
4W
S241
645V
360 ---
2121 4001 15,241
IFIN
12'-6'
Recast
1143
603
1370
20M
1 4174
132
4664
00
341 160
6221
13'-4'
Precast
N66
124
1209
2
2671
3341
4313
647
814 98 2 7521 3348 43
4
14'-0'
Precast
610
1131
K
346
091
3961
4604
795 L56 31 99 7346 309 961
4916
44-8'
Retest
126
on
1063
bee
7161
869
3587
4151
2n
eb
466
W-4'
Precast
Imb
442
1001
94
048
6
3246
110
262
494 1 94 2048 26 961
E4=14
4716
ll' -4'
Precast
23
62
02
2419,
1141
716
316 2 IS 64
I
N,Q .Not Reaaeelwd.d
8" LATERAL TABLE
LINTEL REINFORCEMENT SCHEDULE
.................
LENGTH
LINTEL
SAF=E LATE=RAL LOADS
(PLF)
Len9�'
Type
PLA
FILLED
2'•10" TO 5'-8"
st
NONE
5'-10' To 8'4'
3'-6'
Recast
1300
2550
W-0'
Precast
1010
2100
4'-6'
Recast
900
1150
4.6'
Recast
850
1600
5'-4'
Recast
110
1400
5'-10'
Recast
625
1200
6'-6'
Recast
540
1050
1'-6'
Precast
440
690
1' 8'
Precast
430
650
precast
410
820
8'.4'
Reeaet
390
180
46604'-6'
6908
Reset
3m
6w
10000
Recast
550
600
2+131
fiacaet
215
550
5621
precast
2%
510
N4'
Reset
245
490
13'-4'
Retest
220
450
14'-0'
Recast
10
we
14-8'
Restressed
n0
390
15'-4'
Prestressed
165
310
Il' -4'
prestressed
145
320
Is' -41
Prestressed
130
280
4
Prestressed
120
250
211-41
eutreebed
1671
235
22'-0'
Prestressed
4176
1166
24'-0'
Prestressed
IM
200
NR ■ Na Ram mmencled
144
LINTEL REINFORCEMENT SCHEDULE
.................
LENGTH
......+•::RMFOR
ENT:....::........LINTEL
9INCH:•:::::iii::'r':::::121NCH:•:::'tit:
KNOCKOUT BLOCK
:_,"A"REINFORCEMENT::'::?::ii;v:
i"8'REMFORCEMENT:::::
2-10" To 54'
2'•10" TO 5'-8"
(2)#3
NONE
5'-10' To 8'4'
5'-10" To 6-8,
2 #4
NONE
7'-6' To 8'4'
7'-8" To 8'-4'
(2 45
NONE
9-4' To 14'-0'
9'-4' To 17'4'
(2)#5
#3
To 15'-4'
12/28-6-2U
2 7118' PRESTRESSED
2 #3
174'
Recast
2 MT PRESTRESSED
2 #4
4To 22-0'
19'4"'
10000
1118' PRESTRESSED
2 #5
REFER TO LINTEL SECTION FOR RtINFUNULWN I LUAL;I IVrle
WEKIWA LINTEL SCHEDULEI �°L
3
(1)155 CONTINUOUS
TotalV
KNOCKOUT BLOCK
' 4
mmb'Xlb'
CcNC2T f'LACEDL IN FIELD)
3'-e'
�1
590
T0� 14'-0Lt1s
12/12-5-N
12/Ib-S-IU
12/20 -6 -Ill
(OPTIOONALTIPlUOUS
AT 4'-0'
12/28 -6 -IU
1/32' STIRRUP'S cc
tat
'A' BARB !MAIN REINFJ
12/8-641.1
SEE: SCHEDULE
7$,
TYPICAL COMPOSITE LINTEL SECTION
NR " Not Reap N wded
8 RECESS DOOR HEADER
" I ATFRAI TARI F
RECESS DOOR HEADER
LINTEL
TotalV
Two wo
SAFE UPLIFT LOADS PLF
W FECE88ED
FILLED
3'-e'
Total
590
I2/9 -6-L
12/12-5-N
12/Ib-S-IU
12/20 -6 -Ill
12/34 -6 -IU
12/28 -6 -IU
12/37 -8 -IU
tat
Type
12/8-641.1
12/12-6-2U
12/16-6-7U
12/20-6-2U
12/24-6-2U
12/28-6-2U
12/32-6-2U
2'-10'
Precast
Recast
I
950
V.S.
10000
250
160
3'-6'
Precast
41My
640
9'-8'
160
490
10000
4'-0'
Precast
600
6154
Precast
W BARS - SEE: SCHEDULE
1 II
9 9
Precast
Precast
2124
46604'-6'
6908
Precast
1pp;I
1om0®
10000
I00m0
550
1110
2+131
4216
6
843
,6000
5621
loom
loom -
4-8'
Recast
9647
6076
10
13'-4'
10000
1000®
10000
14'-0'
precast
O
we
14-8'
precast
360
160
6'-4'
Recast
629
15147
3
10000
lamwe
10000
0000
4
533
5117
4660
109
6166
1671
D' -IO'
Precast
471
4176
1166
337
10000
10000
10000
144
1911
996
3621
4446
5211
6051
6'-6'
RAsust
6
19
6615
60
6965
10000
krzoo
�0
b
4
Precast
1
851
4064
5216
6492
06
e
TM
1345
9kD
7416
9041
4n7
1'-6'
RArGst
1562
2114
3ab
9
5
I
105
1219
1132
248
1
184
6'-O'
Precast
419
466
3516
4566
561
6"8
lim
649)
1
16 6
043
10
445
D'-4'
Recast
93
249
206
4161
5176
60615
1045
'�
ab1
121
11
I
292
2657
15'•4'
Recast
WOO
1143
Mile
1 4174
b4*1
6
644
916
1197
N66
n41
Ots
l0' -b'
Recast
1615
1
1910
2483
3630
4203
1596
165
994
2
tr-4'
From
647
126
606
I
251
3056
9547
264
466
666
6
Imb
26.1416
12'-0'
Precast
7
413
1636
64
2669
311h
23
421
02
966
1141
1379
12'-6'
Recast
all
600
1761
1616
4
452
2840
200
351
1`13
"o
N3
1134
13'.4'
Recast
439
115
1111
1446
74153
126
a"
U704
K' -O'
Recast
I
2
7194
b4
40
524
641
69
14-8'
Recast
0
621
692
1161
4131
el
1
41
01
466
60b
1%
1b'-4'
Recast
14
1046
12915
634
n19
253
3J
12
491
10
11'•4'
Precast
231
1 4
102n4
1 W5
NR " Not Reap N wded
8 RECESS DOOR HEADER
" I ATFRAI TARI F
RECESS DOOR HEADER
SAFE LATERAL LOADS
(PLF)
TotalV
Two wo
RECEMED
PLAN
W FECE88ED
FILLED
3'-e'
Recast
590
1115
4'-0'
Precast
520
2660
4'. '
Recast
1650
2690
4'-4'
Recast 1
165
1350
4-S
Recast
45
1240
5'-8'
Recast
320
950
V.S.
Recast
250
160
T-8.
ler!Mt
200
640
9'-8'
Recast
160
490
12" RECESS DOOR HEADER
I ATFRAI TABLE
RECE55 DOOR HEADER
5AFE LATERAL LOADS
(PLF)
Total
Logth
Tt a
PLAMS6FD
12' �� D
3'-6'
1 Recast
2025
3210
4'-0'
1 Recast
1710
2660
4'. '
ecast
1650
2690
4'4'
Recast
1515
2940
4-6'
Recast
W20
2290
5'-8'
Recast
1060
r150
25M
Recast
815
1425
1' e'
Recast
130
1190
195®
Recast
550
900
1) 05 CONTINUOUS
3000 PSI CONC. FILL
(CONCRETE PLACED IN PIE
LD)
TOP LEG BARB:
1/32'0 15AR p
UP TO I '-0 LeNwHB
1/32' STIRRUPS 0 4'-0' C/C
a.. (1) 05 CONTINUOUS
60 -Ki '+ (OPTIONAL)
r 'A' BARS (MAIN REINFJ
-IN SEE SCHEDULE
SEE SCI-WDULEi
1
TYPICAL LINTEL 12"x8" SECTION
12" LATERAL TABLE
• 7`zA
a
SAFE LATERAL LOADS
(PLF)
TYPICAL LINTEL 8"x8" SECTION
TVP-
OPTIONAL 05T
Fim
TOP LEG BARB:
Precast
3/84 {{�LAIN 19gEiACH
6900
LECs Up' TO 14'-0' LENGTHS
Precast
1/32' STIRRUPS a 4'-0' C/C
4115
4'.0'
Precast
1950
3680
4'-b'
Precast
1650
. '.s:1il...:7'
4-B'
IONAL 0313
'11150
tINI
5'.4'
Precast
1370
25M
r
Precast
1160
2250
'A' BARB (MAIN R,EINF.)
1000
195®
Precast
620
SEE SCHEDULE
NS4
Precast
600
Precast
W BARS - SEE: SCHEDULE
1 II
9 9
Precast
170
11
1
TYPICAL LINTEL 12"x8" SECTION
12" LATERAL TABLE
19g1) 05 COOggNTINUODUC6
lGONGRETECP�LACED IN FIELD)
1 + TOP LEG BAFz5,
4 -4 LECs UP TO 14'-m LENGTHS
(1) s5 CONTINUOUS
-1cAILI
!OPTIONAL)
A BS�Et�AIgf�NFJ
SEE a 1/32' STIRRUPS AT 4'-0' cc
7$A f
TYPICAL LINTEL 8"x8" RECESSED SECTION
A R C H ITEC TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup-com
AA #: 0003325
SunDIV. 8c LOT:
TUSCA
SOUTH
LOT X41
PROJECT#
1'703.00
MODEL:
'1542"
GARAGE SWING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(WEKIWA)
(ARC
HITECT)
STATE OF FLORIDA
DSC 9p 2009
JAMES CANTWELL
A NO 12079
T`I'fi DESIC�N,4tION
A=: 12/23/09
NOMINAL WIDTI-I/1-IEIS OF LINTEL
PLAIN OR SOLID LINTEL SCALP: 1/4 '_1sT -0"
F F SHEET
LNo. OF ADDITIONAL 05 BARS IN UPPER 113. lF
OR LOWER LINT(=L CAVIT7 "��-//"
LINTEL
SAFE LATERAL LOADS
(PLF)
C41
TVP-
PAX%
Fim
2'-10'
Precast
00
6900
3'.6'
Precast
2466
4115
4'.0'
Precast
1950
3680
4'-b'
Precast
1650
3450
4-B'
Recast
850
3200
5'.4'
Precast
1370
25M
Precast
1160
2250
Precast
1000
195®
Precast
620
1650
NS4
Precast
600
Precast
1530
Precast
170
1450
Precast
640
1110
Recast
550
1110
11'-4'
Precast
510
1000
12'-0'
Precast
460
990
IT -6'
Precast
460
10
13'-4'
Precast
430
860
14'-0'
precast
400
we
14-8'
precast
360
160
Fi'-4'
Precast
350
130
_4'
Precast
320
630
NR • Not Reeommarded
19g1) 05 COOggNTINUODUC6
lGONGRETECP�LACED IN FIELD)
1 + TOP LEG BAFz5,
4 -4 LECs UP TO 14'-m LENGTHS
(1) s5 CONTINUOUS
-1cAILI
!OPTIONAL)
A BS�Et�AIgf�NFJ
SEE a 1/32' STIRRUPS AT 4'-0' cc
7$A f
TYPICAL LINTEL 8"x8" RECESSED SECTION
A R C H ITEC TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup-com
AA #: 0003325
SunDIV. 8c LOT:
TUSCA
SOUTH
LOT X41
PROJECT#
1'703.00
MODEL:
'1542"
GARAGE SWING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(WEKIWA)
(ARC
HITECT)
STATE OF FLORIDA
DSC 9p 2009
JAMES CANTWELL
A NO 12079
T`I'fi DESIC�N,4tION
A=: 12/23/09
NOMINAL WIDTI-I/1-IEIS OF LINTEL
PLAIN OR SOLID LINTEL SCALP: 1/4 '_1sT -0"
F F SHEET
LNo. OF ADDITIONAL 05 BARS IN UPPER 113. lF
OR LOWER LINT(=L CAVIT7 "��-//"
A R C H ITEC T S
I
Desi n I
0(/Grou �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup,.com
AA #: 0003325
SuBDIV. & LOT:
TUSCA
SOUTH
LOT #41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(PRO—CRETE)
ARCHITECT -
STATE OF FLORIDA
4RNO
JANTWELL
12079
No DATE: 12/23/09
SCALE: 1/4"=1$-0"
SHEET
1B. 2or
��
k
O
O
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
EGRESS
EGRESS
OWNERS
SUITE
LIVING ROOM/
DINING ROOM/
OPT. BEDRROOM #4
35 -SH W/
ARCH TOP
O
O9
.
PATIO
O
5(068 S.G.D.
FAMILY
ROOM
HEN
25 -SH
EGRESS
BDRM. 3
i
O
do
snRM•#2
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
REMARKS
120 MPH WIND
1
26
35-5H W/
ARCH TOP
4
20.5/ -22 3
A5-4.66= 16=0.29ft2
24.4/ -26.6
2
20
3068 DR
4
20.8/-22.6
Op
24.1/ -26.9
3
12
1H5 -8H
5
21.6/ -28.7
251/ -34.2
4
112
16'-0 X 1'-0
GARAGE DR.
5
183/ -22.4
p=-24.0(0.71)+-26.55(0.29)
21.8/ -26.7
5
1�
25 -SN
EGRESS
4
21.1 / -22.9
GARAGE
25.1/ -2'1.3
6
I
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -2-1.3
-1
34
5068 SJG.D.
4
202 / -22.0
24.0/ -26.2
8
1�
25 -SH
EGRESS
4
21.1 / -22.9
25.1/ -2-1.3
9
1-1
25 -SH
EGRESS
5
21.1 / -28.0
25.0/ -33.1
WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
5UILDING CODE, 2004 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN
THE OPENING 15 PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5
WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST)
IMPORTANCE FACTOR= 1.0
EXPOSURE CATEGORY = 5
MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING
2'-4" v 11'-4" 2'-4"
ZONE 5
p = +21.8 / -26.55
ZONE 4
p = +21.8 / -24.0
LAUN. r - -1
L J
PERCENTAGE OF AREA WITHIN ZONE 4:
- -
BRKFST �--i
A4 11.33= 16=0.71 fie
\�
PERCENTAGE OF AREA WITHIN ZONE 5:
A5-4.66= 16=0.29ft2
o
� �
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
Op
= 21.8 (09) + 21.8 (0.10)
= 19.62+2.18
-----
r ,
= 21.8 psf
I I
AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR:
L - - - - - J
p=-24.0(0.71)+-26.55(0.29)
= -17.05 + (-7.7)
J
= -24.75 psf.
GARAGE
AVERAGE GARAGE DOOR PRESSURE:
p=21.8/-24.8
EL]EVATION "A" & "B"
8'-8' BEARING HEIGHT THROUGH OUT
ELEVATION "A' 4 '5"
1115101I�0 01
--------------------
16'
O
35 -SH W/
ARCH TOP
O
--- - - - - - - - - -
n ]E L1E VAT I O N
BRKFST
8' - W CLG.
9'-4' E3EARING HEIGHT THROUGH OUT
ELEVATION "C" 4 "D"
A R C H T E C T S
Design
Group Inc.
-1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
SLTHDIV. & IAT:
TUSCA
SOUTH
LOT #41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SVMTG:
RIGHT
PAGE:
WIND- LOAD
CALCULATIONS
CARCHITECT
STATE OF FLORIDA
3 2000
DATE: 12/23/09
SCALE: 1/4"=1'-0"
SHEET
I C or 1
�
,.4
a
1
a
a
a
Qa"
OWNER'S
DOOR
BEYOND
Y
4" PER ELECLGODE
1.
411
_
SQ. FT.
CALC.'S
I
_I
M
m
,3 -1/2
21 � I
DBL.
fT
m
4'-4"
PATIO
1'-0"x5'-0" I 2a" OVER 0
—_----- HANG -8 SGO
a) I Ul
25 -SH 25 -SH 25 -SH
EGRE55 EGRE55 5068 S.G.D. HB. EGRE55
10, -- -- ■
JL
OWNERS BDRM. 3
SUITE a' -a" CLG.
V -S" CLG. = FAMILY
e ROOM
8'-8' CLG.
-1 - Y 0Y
31-0" 5' 3 38 3-0 m" 1 S31
,2"
v v
8'-0"
4-0
r-
N
BF.
I `t'
BATH #2
JtLLAV. _ � 8 NC.ACG. CRR ■ ;n
0 O" AV.
o
BATH
a - S CLG. / s
3'-6' 3'-10"
m I /// a m ``� A 3'-10.1 8f-8°
iR--ISNILI
\�
-'IV
0 o
�I -8" 4'-m" I KITCHEN z N
(eNICHh (DBA R DETAIL � I 11 U) 8 SIS G.0bj
4" 51.41 , 8'-s' CLCD. � � ' 0 8D8 G'L� L
_I I '
L wcI
— — — — u -�- — _tu
I `�
o a r 4-0
BF
jQ I 3 I e LAUNY' `- +� , n ■
�''8 cLCB.-c.l ��'-------- N
LIVING ROOM/ I o I IR -16H
DINING ROOM/ — — r___1
Iw_
OPT. BEDRROOM #4 M.T. 8 SKcsG ,�,� 1 , I
s'-8" CLCD. 4'-m 8 �, I p Q l �, z l
�� l
36'x48' A/c
PLATFORM
4'-0" 6'-8" g 30' AFF a1_OY
r — 22'x54" 1
35 -SH W/ I I —/
ACCESS I PIPE
EEL
ARCH TOP
BOLLARD 0
GARAGE
81-511 C G.
N
■
Ll -I
8'-2" 3'-10" 4'-811 3'-10" 10
1 — —
12'-0" 91-411
16'-011
1'-4"
21'-411
40'-0"
iiiiiiii1j09-1
W4 -OW
B.F.
8'-4" 3'-4"
18" PLANT SH. ,s
88"
AFF.
BDRM.
V-&" cLG.
I
35 -SH W/
ARCH TOP
EGRESS
8'-2" 3'-1011
12'-011
COPT. ]�]EDDOOM # 4
i 10'-0" I
6n JI_On 6n
11
'----(oxro POST—"
COV. PORCH
10'-0'x8'-0"
i 5068 S D. I
171 L4
OPT. COV. PATIO
S' -S' BEARING HEIGHT THROUGHOUT ELEVATION 'A" 4 'B"
V-4' BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
1 ww"g
0914H "if 1159MR11 m" .
S' -S" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B'
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
MODEL 5PECIFICATION5
* GARAGE DRYWALL TO BE
TAPED, UNPAINTED, UNFINSHED
* WINDOW SILLS TO BE OPTIONAL
* MASTER AND SECONDARY BATH
TO RECEIVE 36' MIRROR
* VANITY MIRRORS TO BE RAISED
OFF BACKSPLASH
* ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
* ALL TUB FIXTURES TO BE WALL
MOUNTED
ELEVATION
BRKFST
V-4" CLG.
9'-4' BEARING HEIGHT THROUGHOUT ELEVATION "C' 4 'D"
LAV.
o. °
=3 q: BATH
8'-5" GLC. LAV. 11_81
4'-4" 3'-6" 3'-10" n
�e�
OPT. OWNER, 9 'KI;
BAT11
A R C H I T E C T S
VDesign
_roup inc.
.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SXMDIV. 8a LOT:
TUSCA
SOUTH
LOT X41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE S WING:
RIGHT
PAGE:
FLOOR
P LAN
ARCHITECT-
STATE OF FLORIDA
I—Eck a Mg
DATE: 12/23/09
SCALE: 1/4'"=1'-0"
SHEET
2 OF 1
SQ. FT.
CALC.'S
L I V ING
ENTRY ELEV. 'A'
ENTRY ELEV. 'C'
GARAGE
4 IIB"
4 IID'
1542
14
42
392
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL ELEV. 'A'
TOTAL ELEV. 'C'
4 'B'
4 'D"
1948
1576
SQ. FT.
SQ. FT.
PATIO
OPT. COV. PATIO
35
80
SQ. FT.
SQ. FT.
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
MODEL 5PECIFICATION5
* GARAGE DRYWALL TO BE
TAPED, UNPAINTED, UNFINSHED
* WINDOW SILLS TO BE OPTIONAL
* MASTER AND SECONDARY BATH
TO RECEIVE 36' MIRROR
* VANITY MIRRORS TO BE RAISED
OFF BACKSPLASH
* ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
* ALL TUB FIXTURES TO BE WALL
MOUNTED
ELEVATION
BRKFST
V-4" CLG.
9'-4' BEARING HEIGHT THROUGHOUT ELEVATION "C' 4 'D"
LAV.
o. °
=3 q: BATH
8'-5" GLC. LAV. 11_81
4'-4" 3'-6" 3'-10" n
�e�
OPT. OWNER, 9 'KI;
BAT11
A R C H I T E C T S
VDesign
_roup inc.
.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SXMDIV. 8a LOT:
TUSCA
SOUTH
LOT X41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE S WING:
RIGHT
PAGE:
FLOOR
P LAN
ARCHITECT-
STATE OF FLORIDA
I—Eck a Mg
DATE: 12/23/09
SCALE: 1/4'"=1'-0"
SHEET
2 OF 1
(o' SGORI
8' -5' SRG. HGT.
m' -m" FIN. FLR. —
v vvv���r r�� �r • � � � ••
P-RONT
ELEVATION
TEXTURED FINISH
>i r I
�OFF RIDGE VENT OFF RIDGE VENT
1
�, ll' -l' BUILD INC- HGT.
OIL S'-8' 5R.G. NGT.
6" SCORED BAND (TYP.)
OL m'-0' FIN. FL R.
6-5' BRG. WGT.
REAR ELEVATION
TEXTURED FINISH
6' SCORED BAND
KEYSTONE
-r--
r -dl F s7g = '-o
DETAIL
COPT. COV. PORCH
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
StMDIV. & LOT:
TUSCA
SOUTH
LOT #41
PROJECT#
1703.00
MODEL:
1542"
GARAGE SWING:
RIGHT
PAGE:
ELEVATION
,) A„
FRONT &
REAR
ARCHITECT:
STATE OF FLORIDA
Dn VA 2M
JAM
DAJE: 12/23/09
SCALE:1/4"=l 1-09)
SIMET
3 A of
4
V-8" SRG. NGT.
0'-0" FIN. FLR
®]PT. COV. PORCH
RIGHT SIM.
0'-0" FIN. FIL
OFF RIDGE VENT
II_0N
cs�
"
RIGHT ELEVATION
--
TEXTURED FINISH
ly
I _ 0 N
2'-4"
0'-0" FIN. FLR
1
12
1
OFF RIDGE VENT
L'i F 1L
TEXTURED FINISH
ET EVASION
S' -S' BRG. HGt.
0'-0" FIN. FLR.
I_AN
0' -O" -FIN. FLR
If
f
A
R
C
H
I
T
E
C
T
S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
SUDDIV. & LOT:
TUSCA
SOUTH
LOT X41
PROJECT#
1703.00
MODEL:
1542"
GARAGE S WING:
RIGHT
PAGE:
]ELEVATION
A"
LEFT &
RIGHT
ARCHITECT:
STATE OF FLORIDA
Dr c�
i:'3 C 2!�U�
DATE: 12/23/09
SCALE: 1/4""=1"-0""
SHEET
�— A OP'01
1—
HEADER SPAN CHART
CONNECTOR SCHEDULE
5'-0" TO
SIMPSON
STORY APPLICATION
DES. UPLIFT GRAVITY FASTNER
>-
META -16 1450 (1) I0d x 1 1/2 I -PLY/ (6) 16d2 -PLY
Z
0
(2) META -16 1985 (10) 10d x 11/2 I -PLY
1900 (14) 16d 2 -PLY
0
HETA-16 1810 (9) I0d x 1 1/2 I -PLY/ (8) 16d 2 -PLY
a
�
HETA-20 1810 (9) Imd x 1 1/2 I -I -LY/ (8) Ibd 2 -PLY
TWO STORY APPLICATION DOWN STAIRS
(2) HETA-20 2035 (10) I0d x 1 1/2 I -PLY
2500 (12) 166 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' AT.R. N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
CLEAR SPAN
HGT-3 + 10530 (2) 3/4' A.T.R. N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
x 6
x 8
x 10
x 12
LTA) 1420 (12) Imd x 1-1/2'
VGT 4940 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) SDS 1/4' X 3' TO WOOD
(2)YG1(2-PLya-PLY) 1185/8890 1 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) 8D8 1/4' X 3' TO WOOD
MTS -12 1000 (14) Imd x 1 I/2
HTS -16 1150 (16) loci x 1 1/2
HT8-20 1450 (24) 10d x 1 1/2
LSTA-12 ++ 925 (10) 106
LSTA-18 ++ 1235 (14) Imd
V)
MSTA-18 ++ 1315 (14) 106
In-
MSTA-24 +a 1640 (18) I0d
Cr
M5TA-36 ++ 2050 (26) I0d
~
V)
MSTI-36 3800 (36) Imd x 1 1/2
MStI-48 5065 (48) I0d x 1 1/2
H6 950 (8) ed t0 PLATES, (8) 8d To STUDS
5P4 885 (6) 10d x 1 1/2' TO STUDS
A33 '150 (4) Imd TO BEAM (4) 10d TO POST.
HCP2 645 (6) 10d x 1-1/2'
HIO 995 (16) Bd x 1-1/2
ABU 44 2200 6665 (1) 5/8' A.T.R. IN HIGW STRENGTH EPDXY (MIN.1' EMBED_) IN CONC. (12) ibd TO WOOD
(n
ABU 66 2300 12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)lbd TO WOOD
LTT19 +++ 1340 (1) 3/4' A.TK N HIGH STRE1JGt14 EPDXY (MIN. 1' EMBED.) N CONC, (8JI0d to WOOD
UI-TT2015+++
1625 (1) 1/2' AT IN HIGH STRENGTH XY (MN. I' EMBED.) IN CONG (2) A' DOLT TO WOO
2
U
Z
HTT-16 +++ 3955 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED-) IN CONC, (18)lbd X 2 1/2 t0 WOOD
Q
NTT -22 +++ 4165 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMB£DJ IN CONC, (32)16d TO WOOD
HHpQII-SDS 25+ 11,445 (1) V Au.T�R N HIGH STRENGTH EPDXY, (MIN. 10' EMBED.J N CONC, (24)5D5 4' x M, WOOD
SCRE
HDI 6480 (1) 1/8' AB. IN HIGH STRENGTH EPDXY (MIN. 1' EMBEDJ IN GONG (3)V STUD BOLTS TO WOOD
MBNA 356/11.25 3415 5330 (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP,
(1) 3/4' A.TR IN HIGH 67RENGTH EPDXY, (MN. 615' EMBEDMENT) IN CM!_!. FACE,
ObA0d TO BEAM
V)
Q::
HUSC412 (WOOD) 3240 2510 (FLO (I0) Ibd TO HEADER, (10) 16d TO WOOD
3140 (ROOF)
W
0
HUC41m (CMU) 1810 5085 18-1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU (10) Imd TO WOOD
Z
Q
HIGH STRENGTH EPDXY ■ 61MPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGNEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IB REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
V)
W
+++ MINIMUM EMBEDMENT INTO THE TOP OF A 15ON05EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V
0
A.T.R. - A-301 ALL THREAD ROE) (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FA8TENERB. WHEN USING IMAX / HDG GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZED PER ASTM -A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE
ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' 'NIGH WND-RESISTANT CONSTRUCTION
C-HW05-R', t-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
SINGLE
STORY APPLICATION
4'-11 1/2'
-l'-11 1/2'
AND UP
SIZE
CLEAR SPAN
D5L 2
DBL 2
DSL 2
D5L 2
x 6
x 8
x 10
x 12
UP TO 5'-4'
5'-4' TO 'V-0'
1'-0' TO 10"-0'
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
3
NUMBER OF FULL LENGTH STUDS
SIZE
CLEAR SPAN
D5L 2
D5L 2
D5L 2
DSL 2
x 6
x 8
x 10
x 12
UP TO 5'-0'
5'-0' TO 6'-4'
6'-4' TO 8'-O'
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8'-0'
UN.O.
4'-11 1/2'
-l'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 x 12
(#2 SYP)
I/16" OSB
NAIL (3) 126 6 6'-8" O.G.
TYP. 2x12 BM. f HDR.
FRAMING NOTES:
1. HURRICANE STRAPS TO 5E MANUFACTURED 5y
SIMPSON STRONG -TIE OR ECUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS,
U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL 5E
META -16
* FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E
HETA-1( AT EACH END AND 32" ON
CENTER ON JOISTS PARALLEL TO WALL.
* TRUSS TO WOOL) FRAMING SHALL 5E MTS -12
3 -TRUSS TO TRUSS CONNECTIONS AND HANGERS
SHALL 5E DESIGNED AND SUPPLIED 5Y TRUSS
MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND
SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND
SIZE OF ROOF/FLOOR TRUSSES.
S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REC. ARE STANDARD U.N.O ON FRAMING
PLAN
(o. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106
GUN NAILS OR 3-126 HAND DRIVES e EA. END. CUT
PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER
APA RECUIREMENTS.
I 2X10 BM TO 6X6 POST 1
(2) M5TA-24
POST TO SLAB
ABU -66
C�E3 _2x70 5M
I T3
ca I In
= I m
0 1=t o 1 0
. I N I pr I
I— —I
„ I T3 I I
VS
HUG410 ��� V4 yv�'� HUC410
3/f6
W/8 -'X211 _A� UJ18-346'X2"
TAPCONS (4 TAPCON5 (4
PER FLANGE) PER FLANGE) /
COV P 0 C H
1
28" OVER
HANG 61 SGD
J1 - II■ II _ _II _ I J1
�, II 1I�fC—j I II II II II II � II II �
)I ) ) � J3 ]II J3
_
l II II II II
=J5
(2) META -16 (2) META -16
_
HS
_ =H11
H15
N55 I I I I c
H4
T2A
T2A
Q _ _ TIALu_
T2A 0�� SII II SII �II�
_ _ = 2X12 13M. - -
_ — — T1A
T2 —
GE2 HUC-410 —
22'x54"
UJ/ 8-3/16' x 2' P1ACATTIC I T1
TACONS — J — _
(4 PER EA. — —
FLANGE) Tl
(Y
T1
HSA
HIA
J5 II II II II �5
J3 J3
JI II
csl II r r r
J^
TRUSS v _,,-,�AMING PLAI
J1
C✓/
SOUTHERN TRUSS 03/26/05
A R C H 1T E C T S
DesPine.
n
Grou
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
S'UBDIV. & LOT:
TUSCA
SOUTH
LOT #41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
FRAMING.
PLAN
ELEVATION
ARCHITECT -
STATE OF FLORIDA
Di.V
r(� 2
DATE: 12/23/09
SCALE: 1/4"=1'-0"
SHEET
(b
125V OUTLET 20 AMP
IIOV OUTLET
1/2 OF OUTLET
PHASE, 3W
LOAD INFORMATION
110V OUTLET WIRED to
120/1
CB
SWITCH
WIRE
11500
VA
EQUIPED WITH
GROUND FAULT
110V OUTLET INT RUPT
515TANT
1
GFI
(TA
REFRIGERATOR
III
WIRE
20/1
®
220V OUTLET CONNECTION
WP
EXTERIOR
GROUND FAULT
GFI
WATERPROOF INTERRUPTER
20/1
OUTLET
12
SWITCH
DISPOSAL
SWITCH 3 -WAY OPER
u/4
SWITCH 4 -WAY OPER
n
WALL
500
MOUNTED
1v
LIGHT
20/1
CEILING LIGHT
1
VAPOR
`OwP
ooF
� HT
r 1
RECESSED
l0�
CAN
1 CFM F
60/2
VENT, FAN SQ. FT.
6
VENT. FAN 1 CFM PER
WATER HEATER
W/LIGHT SQ. FT.
2' LIGHT STRIP
10:12
4' LIGHT STRIP
4500
SMALL APPLIANCES CIRCUITS
4' RECESSED 2-5UL5 WRAP
®
FLUORESCENT
LIGHT AROUND
12
2' FLuolREscENT
1538 5Q. FT. LIGHTNING/ RECEPT 6
4' FLUORESCENT
4' TRACK LIGHT
®
PANEL
14614
METER
SMOKE BATT. BACK-UP
O$,p,
DUIRE
DETECTOR w/ INA
6
®ACK-UP
A/C CONDENSER
MOUNTED W/ HARDWIRE
SD.
TOR
24:26
CONNECTED
NDEEEC
4060
BATT. BACK-UP
TOTAL
CARBON W/ HARDWIRE
®S/CO
MONOXIDE/INTER-
CONNECTED
SERVICE LOAD SUMMARY
SMOKE DETECTOR SHALL 13E A
DEMAND
COMBO DISTANCE OF NOT
vA LE66 Alc LOAD
LESS THEN 4'
FROM WALL
35,07-
10000
10,00 rc
4,060
5,525
PENDANT
REMAINDER FffR NEG -220-30 (B)
LIGHT
PUMP SUPPLEMENTAL EI -EG HEAT 6 io
.HEAT
vTELEPHONE
JACK
L
1 1
WATER HEAT.
u
DISCONNECT
AIR GOND.
A/C
DISCONNECT
TELEVISION
TV.
JACK
CEILING BOX
REQUIRED TO
SE SUPPORTED
J
O
J -BOX IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECT ION
CEILING
CEILING X
FREQUIRED TO
AN/LIGHT BE SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
KP
❑
SECURITY
KEYPAD
• PUSH- FOR
BUTTON CHIMES
••
NOTES: -
LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED s HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED
PER NEC 210.12(b)
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI -0 ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
• BATHROOM EXAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT.(FBC
200'1,RESIDENTIAL CODE TABLE 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.G. 2008 ARTICLE 300.(5) (2)
• ALL RECEPTACLES TO BE TAMPER-
RESISTANT TYPE
f
�I
OWNERS
SUITE
CEILING MTD. \
LIGHT TO BE
INSTALLED,
PROVIDE J -BOX
FOR OPT. FAN
0.
BATH
PATIO
GFI
WP� �
CEILING MTD.
LIGHT TO BE
FAMILY INSTALLED,
ROOM PROVIDE J -BOX
FOR OPT. FAN
�I I� S/Co
II'
��I l
GFI �
BDRM. 3
/ CEILING MTD.
LIGHT TO BE
INSTALLED,
PROVIDE J -SOX
FOR OPT. FAN
BATH
�Ico
I
S
I / J I CsFI \
1 I I o KITCHEN
W.I . C. I I GFI
\ CEILING MTD.
L------- U 1 LIGHT TO BE
II 1 GFI I IGF( BDRM. 2 INSTALLED,
1 1 I I PROVIDE J -BOX
FOYER 1 I p',i FOR OPT. FAN
LIVING ROOM/1 i II j � _L
DINING ROOM( I I / I I / _ _ -
/� LAUN. H I ia
1L�--------
/�/►�\�\ — — -1
CEILING MTD. BRKFST I IOQ—J WH `GOND.
LIGHT TO BE / �"� �I
INSTALLED, - -
PROVIDE J -BOX I 1 P.B. FOR PANELGF I's A/
FOR OPT. FAN CHIMES P.B. FOR 0,1
2 "A F_
\ GARAGE \ 2" STEEL
PIPE METER
k=LE off;
I BOLLARD FIELD
J - I VERIFY
\� WALL MOUNTED - J I 36"X48" A/C LOC.
PA
LIGHT W/SWITCH IN 30tFORM AFF
1 \ ATTIC
\
KEYLESS
FIXTURE
1
I CLG.
I OUTLET UFI
I GARAGE
II
---------------------
--------------------
\v J j
OPT
CARRIAGE ------------- CARRIAGE
L IGHT 4 L IGHT 4
SWITCH SWITCH
lEL]ECTRICAL PLAN
NOTE:
ALL BRANCH CIRCUITS IN THE BEDROOMS ARE
TO DE PROTECTED BY AN ARG -FAULT
INTERRUPTER LISTED TO PROVIDE
PROTECTION OF ENTIRE BRANCH CIRCUIT
T
/ I
11/2
/ 11/2'
I 2" V.T.R.I�
SHWR
rl 1/2"
PLUMBING RISER DIAGRAM
-----------
f1
s ^ 9/GO®
100,
CEILING MTD.
BDRM.#4 LIGHT TO BE
INSTALLED,
PROVIDE J -BOX
FOR OPT. FAN
�
OPT@
f C l D 1'. ! ;
-2'
0
PANEL: UNIT
1,542
150A, MAIN LUG, 120/24OV, 1
PHASE, 3W
LOAD INFORMATION
120/1
CB
CKT.
WIRE
11500
VA
LAUNDRY/ WASHER
1
12
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
-1:9
6
1200
WATER HEATER
30/2
10:12
10
4500
SMALL APPLIANCES CIRCUITS
20/1
11,13
12
300
1538 5Q. FT. LIGHTNING/ RECEPT 6
3 WATTS
20/1
14 TH U 22
12
14614
A/C AIR HANDLER
50/2
23:25
6
8500
A/C CONDENSER
40/2
24:26
10
4060
TOTAL
CONNECTED VA
4-1,514
SERVICE LOAD SUMMARY
DEMAND
vA LE66 Alc LOAD
35,07-
10000
10,00 rc
4,060
5,525
T 10,00010051-1
-TO —.7
REMAINDER FffR NEG -220-30 (B)
HEAT PUMP COMPRESSOR 100%
PUMP SUPPLEMENTAL EI -EG HEAT 6 io
.HEAT
TOTAL LOAD
VOLT 240
VA 29,59
AMPS 123
NOTE: ALL BREAKERS SERVING BEDROOM
RECEPTACLES SHALL BE ARG -FAULT TYPE PER
NEC 210-12 REQUIREMENTS.
aI POWER COMPANY
0. \ f PEDESTAL
BATH PP,
FOAI
i
I v I SERVICE BY
( OTHERS
I W.I.C.
� J
-\\
]OATH®�T• OWNER'S GRADE LINE
s
ELEC` FRICAL i;RISER
SCALE: NTS
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
(2) * 4/0 XHHW ALUMINUM CONDUCTORS
(1) * 2/0 XHHW ALUMINUM NEUTRAL.
(1) * 4 XHHW ALUMINUM EQUIP.GRD
qsp
NEMA 3R COMBO
DISCONNECT 150 AMP
AND 120/240 VOLT
M METER CAN 42 CIRCUITS
MLO
INTERSYSTEM BOND ING
150 TERMINAL AT LOW
AMP. VOLTAGE CONNECTIONS
PHONE / DATA
WEATHER
PROOF BOX
CABLE / TV
WEATHER
PROOF BOX
(1) * 4 THHN/THWN COPPER SERVICE
GROUND CONNECTED TO CONCRETE
ENCASED FOOTER STEEL PER NEC
2008 250.52(3).
5 /8"DIA X 8FT LONG COPPER GROUND ROD
A R C H IT EC TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUHDIV. 8a LOT:
TUSCA
SOUTH
-LOT X41
PROJECT#
1'703.00
MODEL:
1542"
GARAGE SWING:
RIGHT
PAGE:
ELECTRICAL
PLAN
ARCHrTECT:
STATE OF FLORIDA
Did 2/A 2013S
LL
DATE: 12/23/09
SCALE: 1/4"=1"-0""
SHEET
r) or
(1) 5 REBAR VERTICALLY W/ CONC.
POUR CELL
R-42 INSULATION
Z TEXTURED FNISH
Jw s' CMU
r - I/2' GYP. WL. BD.
WOOD BASE
0
US'. 4' CONC, RENF. W/ 6'xb' MO WWIM OR
P15EFM O14 ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
> (2) 5 }DEBAR ON CHAIRS
1—STORY FOOTING
1 W
r
BLOCK WALL
SCALE: 1/1'-1'-0'
ifl '
4' CONC, REINF. W/ 6'X6'
_010/10 WILM OR NBERMESH ON
6 -MIL POLY ETHYLENE VAPOR
BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL
(1)'5 REBAR ON CHAIRS
4 THICKEN EDGE
C
M
d °
4' CONC, RE INF. W/ 6'x6' 010 Ulm OR
FIBERMESH ON 6 -MIL POLY
�4' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
GARAGE STEP—UP
rJ NON—BEARING
GRADE
d 4 a
d
. < ° •,', 4' CONC, MPF. W/ 6'x6' 010 WIIIM OR
FIBERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
� s 4' S' 8' 4'
TREATED FILL
2'-0" 4" 05 REBAR ON CHAIRS
Z
1=
@)_qONCR
ETE PAD
POURED LINTEL CONT. (TYP.)
8' CMU FILLED CELL (TYP.
—2X WALL FRAMING
ANCHOR BOLTS or ( 4) )4'X1'
J -MOLTS MIN. 5' EMBEDMENT W/ 2'X2'X1/S'
WASHER AND NUT SPACED EVENLY FROM
FLOOR TO BOND BEAM. SET IN JOINTS
PRIOR TO FILLNG. (SLEEVED ANCHOR N
SOLID POUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
15 BLOCK .WALL CONNECTION
SCALE. I/2'■i'-0'
(1) 05 REBAR SET IN SIMPSON HIGH
STRENGTH EPDXY 1' EMBED. MIN.
1- 4' CONC, REINF. W/ 6'x6' 010 WWM OR
d FIBERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
° • °� WELL -COMPACTED CLEAN TERMITE
TREATED FILL
TYP. RETROFIT FOR
A OMITTED DOWELS
SECURE BT. PLATE TO MILK W/ ;'
ANCHOR BOLT W/ 2' WASHER SET IN
81MPSON HIGH STRENGTH EPDXY 1'
EMBED. MIN. a 32' OC MAX
• °CRIBERMESH
EINK W/ 6'x6' M0 WUM OR
ON 6 -MIL POLY
VAPOR BARRIER ON
ACTED CLEAN TERMITE
LL
4' S'AR ON CHAIRS
1—STORY FOOTING
AT L.B.W. W UPLIFT
STUDS 16' O.C. MAX
5 1/2' • HEAD OF GARAGE
VARIES WITH SLOPE
SECURE BT. PLATE TO BLAB W/
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
Q EMBED. MIN. a 32' OC MAX.
'
4' CONC, FVNF. W/ 6'x6' 010 WLM OR
Q' P15ERMESW ON 6 -MIL POLY
lil ETHYLENE VAPOR BARRIER ON
> WELL -COMPACTED CLEAN TERMITE
ins :4' 8' 4' 4'TREATED FILL
\_
1 -4' (2) 05 REBAR ON CHAIRS
GARAGE STEP—UP
6 1—STORY L®B. W.
I' RECE8 FOR
" Bap. TRACK
d) FINISH FLOOR
ul
w
�j
° da
14
SLAB AT S. G. D.
10 SCALE: 1'-1'-0'
CAULK AND SEAL
GAS
LINE
PVC SLEEVE FOR GAS LINE
97-
= = S' CMU
�I/2' DRYWALL
WOOD BASE
°
4,
SECURE BT. PLATE TO SLAM W/ I'
ANCHOR BOLT W/ 2' WASHER BET IN
SIMPSON HIGH STRENGTH EPDXY 1'
EMBED. MIN. a 32' OC MAX.
f.'
CONC, RENF. W/ 6'x6' MO WWM OR
BER"IESH ON 6 -MIL POLY
WHYLENE VAPOR BARRIER ON
LL -COMPACTED CLEAN TERMITE
-EATED FILL
) 05 RE15AR ON CHAIRS
2 -STORY FOOTING
5 1/2' a HEAD OF GARAGE
VARIES WITH SLOPE
SECURE BT. PLATE TO SLAB W/ }'
ANCHOR MOLT W/ 2' WASHER SET N
SIMPSON HIGH STRENGTH EPDXY 1'
N EMBED. MIN. a 32' OC MAX.
Q °
4' CONC, REINF. W/ 6'x6' 010 WWM OR
FIMERMESH ON 6 -MIL POLY
Z ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
s 4' 6' 6' 4' 4 TREATED FILL
I -B' (3) 05 REBAR ON CHAIRS
GARAGE STEP-UP
6 A 2 -STORY L.B. W.
SCALE: 1/2' =1'-m'
v I GACRAGE DOOR
Q�
44
4' CONC, RENF. W/ 6'x6' 010 WWM OR
FIBERMESH ON 6 -MIL POLY
1'-0' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
(1) 5 REBAR ON CHAIRS
11 GARAGE DOOR FOOTING
SCALE: 1/2' • I'-0'
SECURE BT. PLATE TO SLAM W/ 10d
CUT NAILS/ MASONRY NAIL a 32' O.C.
MAX
e
• ° 4' CONC, REIPIF. W/ 6'x6' 010 ULM OR
FIMERMESH ON 6 -MIL POLY
Z IV ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
4' 8' 4'
iL
(2) 45 REBAR ON CHAIRS
1—STORY FOOTING
B AT L.B.W. W NO—UPLIFT)
SCALE= 1/2'■I'-0'
EXTENDED SLAB 1 1/2' CURB HEIGHT VARIES
1/2' RECESS FOR SERVICE DR
v � °
z C
4' CONC, RE NF. W/ 6'x6' 010 WLM OR
' . FIBERMESH ON &P -MIL POLY
'd ° ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
O(2) 05 REBAR ON CHAIRS
'n U
SLAB AT GARAGE
►� SERVICE -DOOR
�1 NOT USED
TEXTURED FINISH
R-11 INSULATION MIN.
STUDS 16' O.C. MAX
1/2' GYP. WL. BD.
Lu WOOD BASE
f? SECURE BT. PLATE TO BLK W/
p� ANCHOR BOLT W/ 2' WASHER SET IN
�ry SIMPSON HIGH STRENGTH EPDXY 1'
m p EMBED. MR ,@ 32' OG MAX.
r
z °
ip Q 41 CONC, REINF. W/ 6'x6 "10 WWM OR
FIBERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER CN
WELL -COMPACTED CLEAN TERMITE
Wa TREATED FILL
(2) 5 REBAR ON CHAIRS
1—STORY FOOTING
3 W FRAME WALL
SCALE. 1/2'-P-0'
(1) 5 REBAR VERTICALLY W/ CONC,
POUR CELL
Z s' CMu
N
ip p I CURB HEIGHT VARIES
i0 ° p % ', 4' CONC, REINF. W/ 6'x6' 010 WWM OR
a FIBERMESH ON b -MIL POLY
• ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
14'8' 4' (2) 05 REBAR ON CHAIRS
1 -STORY FOOTING
8 AT �GARAG�E
2 -STORY FOOTING
gYZ BLOCK WALL
SCALE: i/2"=1'-0'
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 8' HOOK
GROUTED MOND BEAM
VARIES PER ELEV.
v'
C
16 GAS LINE THRU BLOCK
E_ ,• -0'
(U 5 REBAR VERTICALLY W/ CONC,
°e
POUR CELL
R-42 INSULATION
z
_ qw
TEXTURED FINISH
i Q
w
e" cmu
r J
4 w 4' CONC, RENF. W/ 6'x6' 010 WWM OR
< INSPE
d
E
1/2' GYP. WL. MD.
,
�p
O
I WOOD BASE
ETHYLENE VAPOR BARRIER ON
°
r�TRE
WELL -COMPACTED CLEAN TERMITE
FILL
1 9
4' CONC, R6INF. W/ 6x6'010 ULM OR
I
°
FIBERMESH ON 6 -MIL POLY
0'-0' FIN. FLR.
`� ' • . a ETHYLENE VAPOR BARRIER ON
Z
° WELL -COMPACTED CLEAN TERMITE
TREATED FILL
(3) 5 REBAR a 2 -STORY
>:
E ° .d
(3) 05 REBAR ON CHAIRS
a' a
LAPPED W/ BOND BEAM
io 6' PVC CHASE THRU FOOTING
2 -STORY FOOTING
gYZ BLOCK WALL
SCALE: i/2"=1'-0'
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 8' HOOK
GROUTED MOND BEAM
VARIES PER ELEV.
v'
C
16 GAS LINE THRU BLOCK
E_ ,• -0'
2 -STORY BAR°N�HA"�
(3) 05 REBAR ON CHAIRS
(1) 5 REBAR VERTICALLY W/ CONC.
POUR CELL
R-42 INSULATION
13' cm
°e
VARIES PER ELEV.
1/2' GYP. WL. 130.
CURB HEIGHT VARIES
_ qw
TIE VERTICAL REBAR
Z WOOD BASE
W REFIRED
'' CFOR
°' :.
S
4 w 4' CONC, RENF. W/ 6'x6' 010 WWM OR
< INSPE
d
J7! FIBERMESH ON 6 -MIL POLY
,
ETHYLENE VAPOR BARRIER ON
°
r�TRE
WELL -COMPACTED CLEAN TERMITE
FILL
FILL
TREATED
0'-0' FIN. FLR.
(2) 05 REBAR a 1 -STORY
Z
(3) 5 REBAR a 2 -STORY
(U 05 VERT. DOWEL
E ° .d
a °' '' ° °' TTO IE VERTICAL REBAR
d
a' a
LAPPED W/ BOND BEAM
io 6' PVC CHASE THRU FOOTING
.° <
HORIZATIONAL
d OUTSIDE REBAR TO BE
CONTINUOUS
r^ ° °
fl) 05 REBAR AT CORNERS
111125' LAP MIN.
• •
d'; REBW/ 8' HOOK
�� �� . •--•- .
a' d
d s
q
° °°. A a
E I -STORY
i
(2) 05 REBAR ON CHAIRS
UUU
in
4.
2-STORr
I'-4' (3) 5 REBAR ON CHAIRS
2'-I' MIN. LAP
p
PIPE THROUGH
CLEANOUT REQUIRED
TYP. REBAR LAP
1 -STORY FOOTING
HORIZONTAL/VERTICAL
REBAR LAP AT FOOTING
AT LINTEL CORNERSD
W BLOCK WALL
E REINFORCING
B SCALE: Imo'■1'-0'
c SCALE: I/2' -I'-0'
SCALE: 1/2'-1'-0'
SCALE= -0'
ALL, EXTERIOR FOOTERS AT FINIS I -I SEA -B'S TO BE MIN. 12" BET O W U1%,TDIS TUFZI3ED SOIL
TEXTURED FINISH
R-11 INSULATION MIN.
STUDS 16' OL. MAX
1/2' GYP. WL. BD.
w WOOD BASE
z SECURE BT. PLATE TO MLK W/
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
m Q EMBED. MIN. a 32' OC MAX.
a
°' < •q' " d 4' CONC, REINF. W/ 6'x6' 010 U•1M OR
FIMERMESH ON 6 -MIL POLY
° ETHYLENE VAPOR BARRIER ON
�° a • WELL -COMPACTED CLEAN TERMITE
TREATED FILL
r p(3)'S REBAR ON CHAIRS
U4' 6' 6' 4'
1'-8'
e.
2 -STORY FOOTING
3 A FW
FRAME WALL
SCALE: I/2"=1'-0'
(3) 05 REBAR ON CHAIRS
L-,"4
4' 6' 6` 4'
2 -STORY FOOTING
8 A AT GARAGE
SCALE. 1/2' =1' -0'
14 NOT USED
GROUTED BOND BEAM
(U 5 REBAR VERTICALLY
I W/ CCNC. POUR CELL
s' cm
VARIES PER ELEV.
CURB HEIGHT VARIES
_ qw
TIE VERTICAL REBAR
4' CONC, REINF. W/ 6'x6' 010 WWM OR
i
S
FIBERMESH ON b -MIL POLY
q' VARIES PER ELEV.
ETHYLENE VAPOR BARRIER ON
P
II LLA -COMPACTED CLEAN TERMITE
r�TRE
FILL
(3) 05 REBAR ON CHAIRS
L-,"4
4' 6' 6` 4'
2 -STORY FOOTING
8 A AT GARAGE
SCALE. 1/2' =1' -0'
14 NOT USED
HORIZONTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
A R C H I T E C T S
Irz Desin
Groupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
sUBDIV. & LOT:
TUS C A
SOUTH
LOT X41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE STFMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
DEC 2t 2009
DATE: 12/23/09
SCALE:1/4 ?f=V_Of?
SHEET
Di OF 16
GROUTED BOND BEAM
VARIES PER ELEV.
Le
TIE VERTICAL REBAR
TO HORIZATIONAL
S
4.. REBAR W/ 8' HOOK
q' VARIES PER ELEV.
P
GROUTED BOND BEAM
4q
1.
a' d
°
q
4 •e
p
CLEANOUT REQUIRED
FOR INSPECTION
d
N
°
FIN. FLR
° •e
'. '. e °
TIE VERTICAL REBAR
a
d
TOHORI, ATIONAL
°
° °
REBAR W/ 8' HOOK
M VnY
HORIZONTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
A R C H I T E C T S
Irz Desin
Groupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
sUBDIV. & LOT:
TUS C A
SOUTH
LOT X41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE STFMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
DEC 2t 2009
DATE: 12/23/09
SCALE:1/4 ?f=V_Of?
SHEET
Di OF 16
PANEL ANCHOR
SEALANT
L
3/81 -EXPANSION STRIP Q
FREE OF MORTAR
PANEL ANCHOR
I'
1/4' EXP. BOLT
TWO PER ANCHOR
WALL FRAME SHOWN HERE
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING CAN BE
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
PANEL ANCHOR STYLE CONSTRUCTION
SECURE 2xro MIN_ t0 BLK W/ (2) i4'
ANCHOR BOLT W/ 2' WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED.
❑® 9 91
U
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2X6 GARAGE DOOR BUCK W/ (3)
X'X8' J -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'XYs WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK ® CENTER OF
DOOR HEADER W/(1)}2'X8' J -BOLTS
4' EMBEDMENT W/ 2'X2'Aa' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: 1/2' =1'-0'
8 NOT USED
LINTEL PLATE
3/8' EXPANSION STRIP FREE OF MORTAR
LINTEL
OSEALANT TO BE MIN.
1/2' DEEP
SEE NOTE
EXPANSION STRIP
PANEL ANCHOR
GLASS BLOCK
NOTE: THIS DIMENSION IS
DETERMINED BY THE ANTICIPATED
DEFLECTION OF TE STRUCTURAL
MEMBER ABOVE THE GLASS BLOCK.
PANEL REINFORCING 6 EVERY OTHER
BED JOINT MUST EXTEND THE
ENTIRE LENGTH OF THE PANEL BUT
NOT ACROSS EXPANSION JOINTS
/ GLASS BLOCK
POSITION (2) 1-1/4' 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 aO
1-3/4'X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GABLE END
W/(2)12dmEA. UPRIGHT
2X4 SECURED TO
GABLE ENG W/(2)12d
61-81 O.C.
LL -30 e
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.7.8.
2X4 DBL TOP PLATE
2x4 METAL STUD
24' O.G.
1/2' DRY WALL
2X4 16" O.C. MAX
2X4 PT.
BT. PLATE
1/2' AB W/
MIN. 1' EMBEDMENT
2' D IA_ WASHER
s+ 32' O.G. MAX
05 REBAR CONT.
9 �FRAME TO BLK.E: 1/2' =1'-0'
SPARK ARREST
2'-4 1/2' PER MANUFACTURER
IX2 Pt. TOP OF BOX —
DBL. TOP PLATE
c I 2X4 STUD
�I II
"
TEXTURED FINISH OVER -
PAPER BACK EXP. MET.
LATH. W/ ON O.S.B.
SHEATHING OR I' CDX
PLYWOOD
PRE. ENG. TRUSS
1 A PL
SCALE: AN VIEW
1/2' = I' -0"
SIMPSON H-5 (MIN.)
2X4 TO TRUSS
PRE. ENG. TRUSS
SP4 OR H-5 TOP PLATE TO STUDS
12'-0' ABV. 10'-0' LEVEL TO ROOF
/ -OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
2A
SIMPSON H-5 (MIN.)
m 2X4 TO TRUSS
1 CHIMNEY DETAILS
PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS a I6' O.G.
MAX
SIMPSON LSTA-12 a EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS A 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 t0 BE
SECURED ONE PLY a A TIME.
USE 12d NAILS, TWO WITHIN 6"
FROM EACH END 4 NO MORE
THAN 12' O.G. STAGGERED
61=4 OR H5 a TOP AND
BOTTOM PLATES -8 EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ FLR. LINE.
5DOOR OPENING WD FRAMED
SCALE: 1/2' - l'-0'
NAILING SCHEDULE
ROOF DIAPHRAGM
USE 1/16' O,SB. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS At 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 08 GUN NAILS A 4' O.G.
EXTERIOR SHEATHING
USE 1/16' 0.5B. OR 1/2' PLY WITH 08 RING SHANK GUN NAILS AT 6' O.G. AT
PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND "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
NAL fREaUlREi" ENT6
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR
8d
ROUND, 100IFIED
11/8'
J13
110,000
POUGH OPENINGS
UP TO w-0.
-
go
,4
PRECAST L
POUGH OPENINGS
UP TO w-0.
-
go
PRECAST SILL
TOP CORD BLOCKING AT 4' ;t
S F MING 11
SECURE 2x TO BLOCK
W/ (2) &' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 1 #")
WITHIN V OF EACH ns
END AND IV O.C. MAX
en 2
SPACING.
O.S.B. SHEATHING OR"'
' CDX PLYWOOD
2x4 BLOCKS
CMU WALL
TRUE
MTS -
'1/16'
2X4
BTM,
PLA'
32, C
TRUSS
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
OS.B.
1/2' A.B. W/ MIN.
1" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32' O.C. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
2 TO BLOCK
SCALE: 1/2' =1' -0"
6 ARCH WINDOW FRAME A SECTION
SCALE: 1/2' Q I'-0'
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT a OPENINGS
9 @4'OC
"8 RING SHANK GUN NAIL
TOP 4 BOTTOM EDGES
m
N
dy
N �0
Z
2X4X4' SECURE t0 TRUSS W/ 3-12d
6'-8" O.C_ MAX TYP.
2X4 SECURE TO 2X4 BLK W/2 -12d
SECURE TO BLK W/ META -16
2'-0" EXT:
SCALE: 1/2' =1' -0'
08 RING SHANK GUN NAILS
g 6" O.C. IN FIELD
O.G. MAX. IN FIR t 2 RA
ORT � • y Q TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SPACES At EACH END.
10d �UTD,MODIFIED 2 I/8' .128 11000 z w � � SHEATHING (O.SB. TO BE STRUCTURAL GRADE)
RAFTER OR TRUSS 9 d) NOTE:
NSTAPLE, NAILF4 TOOL A550CIATIONT Z z
1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING � q �j
2 RING DIAMETER OF 0.012 OVER SHANK DIAMFTER a1 O d)
3. 16 t0 20 RINGS PER INCH 4.',
4 0.280 INCH FULL ROUND HEAD DIAMETER z= f,
5. 2 INCH NAIL LENGTH � Q
3�
fLl
BUILDING LENGTH L
AND ENDWALL 5RAGING
OR C ,43LE END FRAMING
w
08 2' DECK SCREWS a 6'-8'
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
SHANK t0 EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T4G SUB -FLOOR DECKING= GLUED TO
ALL EXPOSED MEMBERS
OPT SERVIC
PRE -ENG. TRUSS
DBL. 2X TOP PLATE
2X BLOCKING 6
TOP OF
1/16' O.S.B.
2X STUDS 16' O.C. MAX.
2X BTM. PLATE Q
3/4' FLOOR DECKING�t
PRE- ENGINEERED
FLOOR TRUSS
2x4 a TOP
4 BOTTOM CONT.
:��/"
HETA-16
SLK. WALL
O CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK.
W/ 1/4' GAP FROM BLK. TO O.S.B.
O HORIZONTAL 2X S_PF. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
O 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
Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2'21'-0'
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
TUSCA
SOUTH
LOT #41
PROJECT#
1703.00
3dODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
MISC.
DE'T'AILS
■sem
ARCHITECT:
STATE OF FLORIDA
�`c �3 zoos
DATE: 12/23/09
SCAT :1/4"=1'-0"
SHEET
D 2 OF'
2X4X4' SECURE t0 TRUSS W/ 3-12d
6'-8" O.C_ MAX TYP.
2X4 SECURE TO 2X4 BLK W/2 -12d
SECURE TO BLK W/ META -16
2'-0" EXT:
SCALE: 1/2' =1' -0'
08 RING SHANK GUN NAILS
g 6" O.C. IN FIELD
O.G. MAX. IN FIR t 2 RA
ORT � • y Q TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SPACES At EACH END.
10d �UTD,MODIFIED 2 I/8' .128 11000 z w � � SHEATHING (O.SB. TO BE STRUCTURAL GRADE)
RAFTER OR TRUSS 9 d) NOTE:
NSTAPLE, NAILF4 TOOL A550CIATIONT Z z
1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING � q �j
2 RING DIAMETER OF 0.012 OVER SHANK DIAMFTER a1 O d)
3. 16 t0 20 RINGS PER INCH 4.',
4 0.280 INCH FULL ROUND HEAD DIAMETER z= f,
5. 2 INCH NAIL LENGTH � Q
3�
fLl
BUILDING LENGTH L
AND ENDWALL 5RAGING
OR C ,43LE END FRAMING
w
08 2' DECK SCREWS a 6'-8'
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
SHANK t0 EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T4G SUB -FLOOR DECKING= GLUED TO
ALL EXPOSED MEMBERS
OPT SERVIC
PRE -ENG. TRUSS
DBL. 2X TOP PLATE
2X BLOCKING 6
TOP OF
1/16' O.S.B.
2X STUDS 16' O.C. MAX.
2X BTM. PLATE Q
3/4' FLOOR DECKING�t
PRE- ENGINEERED
FLOOR TRUSS
2x4 a TOP
4 BOTTOM CONT.
:��/"
HETA-16
SLK. WALL
O CONTINUOUS SHEATHING t0 BEGIN AT TOP OF BLK.
W/ 1/4' GAP FROM BLK. TO O.S.B.
O HORIZONTAL 2X S_PF. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
O 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
Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2'21'-0'
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
TUSCA
SOUTH
LOT #41
PROJECT#
1703.00
3dODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
MISC.
DE'T'AILS
■sem
ARCHITECT:
STATE OF FLORIDA
�`c �3 zoos
DATE: 12/23/09
SCAT :1/4"=1'-0"
SHEET
D 2 OF'
FIBERGLASS SHINGLES 2x4 BLOCKING 5ETWEEN2x4 BLOCKING BETWEEN
OVER #1E FELT PAPER ON FIBERGLASS SHINGLES TRU55E5 AT FIRST TWO 5A-T-5TRUSSES AT FIRST TWO SAYS
O.S.B. SHEATHING OR 4'-0" O.G. CAT SHEATHING OVER #5 FELT PAPER ON 4'-0" O.C. (AT SHEATHING
CDX PLYWOOD SECURED BEAMS) 16 O.S.B. SHEATHING OR z" SEAMS)
PER NAILING SCHEDULE GDX PLYWOOD SECURED
FRE -ENG GA5LE TRUSS PER NAILING SCHEDULE PRE -ENG GABLE TRUSS
P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. URIfi�' EDGE CONT. 2x4 RAT RUN SECURED W/ (2)
FIBERGLASS SHINGLES 2x4 5UB-RAND 126'5 e EACH TRUSS
OVER #15 FELT PAPER ON ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED 2x4 SUS -BAND TO BE INSTALLED MID. POINT OF
O.S.B. SHEATHING OR �" UJ/ (2)126'o 6 EACH TRUSS ALUM. SOFFIT TRUSS SPAN, OR 10' = 0" O.C. MAX.
PLYWOOD CDX PLOD SECURED STIFFBACK AT ALL UPRIGHTS TO BE INSTALLED �MID.
PERYWONAILING SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STiFFSACK AT ALL SEE ENERGY CODE FORMS
SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES.
CONDITION.) _ . HIGH (SEE SEALED ENG.
SEE ENERGY CODE FORMS FOR SIZE CONDITION.)° GYPSUM SOARp OR
PRE ENG TRUSS SEE ENERGY CODE FORMS O.S.B. SHEATHING OR FOR INSULATION R -VALUES. 1 1�� HIGH STRENGTH CLG.
FOR INSULATION R- VALUES. 16 0.5.}-3. SHEATHING OR 2 BOARD
MTL. DRIP EDGE CDX PLYWOOD. ATTACHED„ I„
�� S GYPSUM BOARD OR Z CDX PLYWOOD. ATTACHED 2x4 NAILER
8 GYPSUM BOARD OR HIGH PER NAILING SCHEDULE ON HIGH STRENGTH CLG. PER NAILING SCHEDULE ON
2x4 SUS -SAND STRENGTH CLG. BOARD SHEET D5 BOARD SHEET D5 2x4 6 24" O.C. INTERIOR
VENTED ALUM. SOFFIT GONG_ FILLED LINTEL BLK/S�� THICK, 3 COAT GEMENT GONG. FILLED LINTEL SLK -� KNEE WALL
W/ (1) 05 REBAR CONTINUOUS PLASTER OVER GRADE - W/ C1) REBAR CONTINUOUS /$ THICK, 3 COAT CEMENT CONC. FILLED LINTEL BLK
PLASTER OVER GRADE
PRECAST LINTEL "D" FELT PAPER BACK
"D" FELT PAPER BACK W/ (1) #5 REBAR CONTINUOUS
TRUSS PLAN R-4.2 BATT, INSUL.
EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. METAL LATH OVER
APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL
WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT A5 OR GRADE "D" FELT WINDOW ATTACHMENT AS
z"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES
PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS
DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2)PRECAST SILL (SEE DETAIL 2)
PRECAST SILL
(1) *S REBAR VERTICALLY SECURE GA5LE TO 2x6 P.T_ (1) '5 RE5AR VERTICALLY SECURE GABLE TO 2xb P.T.
PLATE W/ 126'5 S" O.C. MAX PLATE W/ 12d's 8" O.C. MAX (1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL W/ CONC. POUR CELL W/ CONC. POUR CELL
I 1x2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO ( 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO I° 1x2 P.T. FURRING STRIPS
leo O.G. SLK W/ 2"x9" ANCHOR BOLT W/ ° 6 Iro" O.C. LK W/ "x9" ANCHOR BOLT W/ I(o" O.G.
2" WASHER SET IN SIMPSON 2" WASHER SET IN SIMPBON
I 8 CMU 8 CMU S" CMU
HIGH STRENGTH EPDXY "l : I HIGH STRENGTH EPDXY 7" I
�� R P . t
1/2 GYP. WL:. BD. 1/2 GYP. WL. 5D. 1/2 GYP. WL. BD.
i WOOD SASE EMBED. MIN. a6 32" OC MAX. WOOD SASE EMBED. MIN. 6 32 OC MAX. WOOD SASE
1' 1
Y_
° �"TH ICK, 2 GOAT CEMENT ° 1 "THICK, 2 COAT CEMENT °
PLASTER APPLIED ° a PLASTER APPLIED aoe—
te—
4 d
4d DIRECTLY TO MASONRY DIRECTLY TO MASONRY d
I
Lid a
1 -STORY GABLE
1 -STORY 1 -STORY GABLE W/ VAULT CLG.
B LO C K WALL a BLOCK WALL IB B LO C K WALL
1 SCALE. 3/4"=V-0" 1 SCALE: 3/4'=I' -O' SCALE: 3/4" =1'-O"
2X4: ® 2X4: ® 2X4:
SECURE t0 BLOCK W/ Y(6' SECURE t0 BLOCK W/ Y{e SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN SHANK SIZE .145
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MM. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN Be OF EACH END 4
IS' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING.
S' CMU 2X6: ® 2X6: ® 2X6:
15' DRYWALL SECURE TO BLOCK W/2—Y(6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -Y(6' SECURE t0 BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST
I"X4' OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED
(MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL
Ix4 P.T. OR %"X4' MIN. SECURE MIN. HEAD SIZE 300 %' TAPCON MIN. I Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 Y(6' TAPCON MIN. 1--y4'
THRU FRAME 4 EXTEND I Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4') V TAPCON MIN. I Y4" MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK
INTO BLOCK W/ %&' TAPCONS WITHIN 8' OF EACH END 4WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN Be OF EACH END 4
CDX OR DRIVE PIN 18' O.G. MAX SPACING. 8 CMU 18' D.G. MAX SPACING. 18' O.C. MAX SPACING. 8" CMU
(MIN. SHANK SIZE .145 X' DRYWALL 8" CMU X' DRYWALL
MIN. HEAD SIZE 300 2XS: ® I'X4' OR I'X2' P.T. NAILER J� DRYWALL
TYVEK BUILDING WRAP MIN. EMBEDMENT I -Ya' SECURE TO BLOCK W/2-Y(v' SECURE BLOCK W/2 -W&' I'X4' BLOCK W/1-1/4' I'X4' OR I"x2' P.T. NAILER
PAPER BACK WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN X' D.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN Z(b' D.S.B. X 4' MIN.
O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .148
DOOR CASING
GALV, D MTL. LATH DOOR CASING MIN. HEAD SIZE 300 IN. MIN. HEAD SIZE 300 MHEAD 81ZE 300
MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW
TEXTURED DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER WITHIN Be OF EACH END 4 ATTACH TO 2X PER
FINISi-i ® WOOD ATTACH TO 2X PDER ETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. MAX SPACING. MANUFACTURES DETAILS.
MANUFAWOOD WEEP SCREED NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
CONSTRUCT I ON »
DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3-7/16
Q- WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/169'
N A SCALE: I'm V -O' SCALE: I" =1' -0' SCALE: I' =1'-0" SCALE: I' =1'-O"
S" CMU 2X4: ®2X4-. ® 2X4: ® 2X4: CEI
SECURE TO BLOCK W/ Yfs SECURE TO BLOCK W/ Y(b' SECURE TO BLOCK W/ Y(6' SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN
1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145
FINISHMASONRY MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
o MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1)4') MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4")
WITHIN Be OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN S' OF EACH END 4
18' O.G. MAX SPACING. IS' O.C. MAX SPACING. 18' O.G. MAX SPACING. THROUGH NON-STRUCTURAL 18' O.C. MAX SPACING.
2X6: ® 2X6: ® 2X6: ® %' TAPCON MIN. I -Y4' 2X6:
SECURE TO BLOCK W/2 -gift,' SECURE TO BLOCK W/2 -Y(6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/(&' EMBEDMENT INTO BLOCK SECURE TO BLOCK W11-114-
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .148 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 S" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED
WEEP SCREED MIN HEAD SIZE 300 MIN. HEAD SIZE 300 %' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL
MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK MIN. EMBEDMENT f Y4') I'X4' OR I'X2' P.T. NAILER MM. EMBEDMENT 1 Y4') gk" TAPCON MIN. I Y4'
DETAIL c WOOD O WITHIN Be OF EACH END 4 WITHIN 8' OF EACH END 4 8 CMU WITHIN Be OF EACH END 4 WITHIN 8" OF EACH END 4 EMBEDMENT INTO BLOCK
18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.C. MAX SPACING.
8' CMU X' DRYWALL STRUCTURAL MEMBER W/(2)12d 8" CMU
2X8: ® Ys' DRYWALL 2X8: ® 2X8: ® 2X8: ® J§' DRYWALL
LOCK CONNECTION SECURE TO BLOCK W/2 -g4' SECURE TO BLOCK W/2-% SECURE TO BLOCK W/2-g/(b'
1 X4 OR 1X2 P.T. NAILER WITHIN 8 OF EACH END 4 6 SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN 1'X4' OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MIN. TAPCONS OR DRIVE PIN t0 Be O.C. MAX TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER
SCALE: 1 1/2"=V-0" (MIN. SHANK SIZE .145 ---DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN.
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
„ DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW " DOOR JAMB OR WINDOW DOOR CASING
MIN. EMBEDMENT 1 Y4 ) MIN. EMBEDMENT 1 Y4 J MIN. EMBEDMENT 1 Y4 J MIN. EMBEDMENT 1 Y4'J
WITHIN S' OF EACH END 4 ATTACH 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 DOOR JAM$ OR WINDOW
MANUFACTURES
RES DETAILS. MANUFACTURES DETAILS. MANUFACTURES DETAILS. ATTACH TO 2X PER
IS'O.C. MAX SPACING. IS' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' D.G. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
B WINDOW TO BLOCK
+1-1/2 D WINDOW TO BLOCK +2 1/4 F WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3 4"
SCALE: SCALE: 1' = I'-0'
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
Z�L4
Z
SXMDIV. & IAT:
TUSCA
SOUTH
LOT X41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
1- STORY
WALL
SECTIONS
Sc NOTES
ARCHITECT:
STATE OF FLORIDA
J1"C f3 209
CANTWELL
1012079
DAT: 12/23/09
SCALE: 1/4"=V-0 of
SHEET
D3OF��
FIBERGLASS SHINGLES
OVER 1*15 FELT PAPER ON
�6" 0.5.5. SHEATHING OR �"
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
D.S.B. SHEATHING OF,
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5.
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 CONT. 6 TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
21"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2- STORY
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME
1 SCALE: 3/4'=V-0"
2x STUDS 6 16" D.C. MAX W/
R-11 BATT. INSUL. MIN.
4" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRU65
SIMPSON HETA-16 EMBED.
STRAP e 32" O.G. MAX VERIFY
W/ TRU55 PLAN
$" GYPSUM BOARD OR
HIGH STRENGTH CLG. BOARD
EE ENERGY CODE FORMS
OR INSULATION R -VALUES.
" GYPSUM BOARD OF,
11GH STRENGTH CLG.
BOARD
WIST STRAP VERIFY W/
RUSS PLAN
IJINDOW ATTACHMENT AS
=ER MANUFACTURES
SPECIFICATIONS
JJINDOW SILL
2x STUDS a 16" O.C. MAX W/
;R-11 BATT. INSUL. MIN_
1" T 4 G SUBFLGGR GLUED
4ND NAILED AS PER
14AILING SCHEDULE
PRE -ENG FLOOR TRUSS
(INSTALL PER MFG. SPECS.)
8" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) 05 REBAR CONTINUOUS
R-4.2 BATT. INSUL.
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) *5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
6 16" O.C.
8" CMU
1/2" GYP. WL. BD.
1
----WOOD BASE
O.S.B. SHEATHING OR �" CDX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE ON SHEET
D5
a"THICK, 3 COAT GEMENT —�
PLASTER APPLIED TO METAL
LATH OVER 2 LAYERS OF
GRADE D BUILDING PAPER
OR PAPER BACKED LATH
OVER AN APPROVED HOUSE
WRAP
2x4 CONT. 6 TOP AND BT. OF -'
FLR TRU55 (TOP 2x4
SUPPORTS BT PLATE OF 2ND
FLR, BT. 2x4 IS FOR WALL
SHEATHING NAILER)
WEEP SCREED
IT
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
"THICK, 2 COAT CEMENT —�
PLASTER APPLIED
DIRECTLY TO MASONRY
FIBERGLASS SHINGLES
OVER #15 FELT PAPER ON
'1/16" 0.5.8. SHEATHING OR ""
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
5TIFF5ACK AT ALL
UPRIGHTS OVER 4'-10"
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/ S"x6" THRU-BOLTS
6 32" O.C. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 126's 8" O.G. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ SIMPSON
HTC4 -s 24" O.C. MAX
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
16 O.S.B. SHEATHING OR a"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER RACK
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. -8 TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL_
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
'"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2 -STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME ---
SCALE: 3/4"=I'-0"
2x STUDS a 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
�--" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) *5 REBAR CONTINUOUS
FLOOR CONNECTION AT PARALLEL/
� PERPENDICULAR PRE �-ENG FLOOR TRUSS
SCALE: 3/4 -1 0
WOOD
CONSTRUCTION
2x4 BLOCKING BETWEEN
TRUSSES AT FIRST TWO BAYS
4'-0" D.G. (AT SHEATHING
SEAMS)
PRE -ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12&s e EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
i" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
DOUBLE TDP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS 6 16" O.G. MAX W/
R-il BATT. INSUL. MIN.
4" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
FRE -ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
J" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) 05 1RE5AR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
6 16" O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
1/16" O.S.B. OR �' GDX
-TYVEK BUILDING WRAF
PAPER HACK
-GALV'D MTL. LATH
-1/8" TEXTURED
FINISH 6 WOOD
-WEEP SCREED
zQ
8" CMU
1/2" TEXTURED
FINISH 6 MASONRY
WEEP SCREED
DETAIL @) WOOD TO
"'� 2 A LOCK CONNECTION
SCALE:
0
A R C H I T E C T S
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SVHDIV. 8e LOT:
TUS C A
SOUTH
LOT X41
PROJECT#
1703.00
MODEL:
"1542"
GARAGE STfMG:
RIGHT
PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
PEC 2 '?
LL
IDATE: 12/23/09
SCALL:1/4"-1'-0"
SHEET
D4OF�(0
*NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, ad 4" O.C. r IAX e EDGES 4 6"-S" O.G. MAX IN THE FIELD
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
DBL. TOP PLATE
OR DRIVE PIN (MIN SHANK SIZE.145
SECURE 2 X RIP TO FIT
MIN HEAD SIZE 300
DBL. TOP PLATE
W/2-12dS 6'-B' O.C. MAX.
MIN EMBEDMENT 1 1/41)
2X4 16' O.G. MAX.
1/8" TEXTURED FINISH
8' FROM EACH END AND 18'x=
1/16" OSB SHEATHINGO.C.
MAX. MIN 1-1/4' EMBEDMENTiZ
2 X 6 (MIN 2 X 3) 2-3/16 TAPCONN?
2 X 4 16' O.C. MAX.
OR DRIVE PIN (MIN SHANK SIZE.145�:�
(WHEN OVER 16' IN HIEGHT.)
MIN HEAD SIZE 300
SECURE 2x4 W/ 2-W6'
TAPCONS OR DRIVE PIN
2 X 4 (WHEN OVER 16' IN HIEGHT.)
MIN EMBEDMENT 1 I/4"
8' FROM EACH END AND 18''
(MIN. SHANK SIZE .145 MIN.
1/4" TEMPERED MASON ITE
O.C. MAX MIN 1-1/4' EMBEDMENT
HEAD SIZE 300 MIN.
GLUE 4 NAIL W/Sd'S S'-12" O.C.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
EMBEDMENT 1 Y4' WAN 8'
EA. END NOT TO EXCEED
IF NEEDED.
OR DRIVE PIN (MIN SHANK SIZE.145
IS' O.G. MAX
7
BT. PLATE
2 X SOLID BLK'G ARCH
MIN HEAD SIZE 300 2X4 SOLID BLOCKING
SECURE W/2 -12d EACH END
MIN EMBEDMENT 1 1/41) SECURE TO SHEATHING W/
8' FROM EACH END AND 18' MIN. 2-12d PER BLK EA. ENDJL
In
ATTACHMENT PER
MANUFACTURER'S SPECS.
O.C. MAX MIN 1-1/4' EMBEDMENT '1/16' OSS SHEATHING
DBL. TOP PLATE
2x4 16' O.C. MAX
SECURE 2X4 TO
WOOD W/2 -12d 0 6"-8'
O.G. STAGGERED
SECURE 2X4 W/ 2-W6'
TAPCONS OR DRIVE
PIN (MIN. SHANK SIZE
.145 MIN. HEAD SIZE
300 MIN.
EMBEDMENT 1 Y4' WAN
8' EA. END NOT TO
EXCEED 18' O.G.
MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN. 2-12d PER BLK.
EA. END
3 EXTERIOR ARCHWAY
CMU WALL
ARCHWAY DETAIL
1 16" AND UNDER
SCALE: i/2"■1'-0'
lO. Yip,' O.S.B. ORY' PLYWOOD SHEATHING
2O
015 BLDG. FELT
O3 24' WIDE 26 In 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 SP4 2X4 DBL. TOP PLATE
EVERY f-1/2" DRYWALL
OTHER STUD 2X4 WOOD STUDS e16' O.G.,
U.N.O. ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON 6104a
32' O.C. MAX
1/2'X9' A.B. 32' O.C.
1' EMBEDMENT
e
CONG. SLAB
2 05's CONT.
1 -STORY
@INT. BEARING WALL
SCALE: 1/2' ■ i'-0"
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN. 2-126 PER BLK EXTERIOR ARCHWAY
EA. END WITH WINDOW
SCALE: I/2"=1'-0'
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 1/41)
8' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
O.C. MAX MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 1/16' OSB SHEATHING
MIN EMBEDMENT 1 1/41) 2X4 16' O.C. MAX.
8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.)
O.G. MAX MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK EA. END
(�'WAYDETAIL
4 AND UP
SCALE: 1/2'=1'-0'
ri�CLOSED VALLEY FLASHING DETAIL
N.T.5.
PRE -ENG TRUSS
DOUBLE TOP PLATE
2x CONTINOUS STRESS
BLOCKING MID WALL
2x STUDS a ib' O.G. MAX
J' T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
15T FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON MSTA-36 32'
O.G. MAX
PRE -ENG FLOOR TRUSS
DOUBLE Top PLATE
2x CONTINOUS STRESS
BLOCKING MID WALL
2x STUDS m 16' O.G. MAX
1/2' GYP. WL. BD.
SECURE BT. PLATE TO SLAB
W/ �'x9' ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1'
EMBED. MIN.
8IMPSON 8P4 * 32' O.C. MAX
►� INT. 2 -STORY L. B. W.
SCALE: I/2' =1'-0'
PRE -ENG TRUSSES OR
CONY. FRAMED RAFTERS
' O-S.B. SHEATHING OR
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
2x4 BLOCKING UNDER
WALL STUDS SCURE
BETWEEN TRUSS BAYS W/
(3) 12d's EACH END
2x DOUBLE TOP PLATE
STUDS w 16' O.G.
MTS -12 a EVER STUD
2X4 Bt. PLATE
DORMER
@)AT-
T
ACHMENT
SGAL E. 1/2' ■ 1' - 0'
d�
MTL WDW FRAME
*NOTE: NO GAP A WDW FRAME
TO EXCEED 1/4'
ARCHWAY DETAIL
A CUTAWAY
SCALE:
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' EXISTING BLK ABY.
O.C. MAX. MIN 1-1/4' EMBEDMENT I/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 -1116'055 SHEATHING
MIN EMBEDMENT 1 1/4') MAX.
16' D.C. 4 X 2 8' FROM EACH END AND 18' 2 X 4 OVER 16' X HEIGHT)
O.C. MAX MIN 1-I/4' EMBEDMENT 2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 1(o' IN HEIGPT.)
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 2 X SOLID BLK'G ARCH
MIN EMBEDMENT I I/4') SECURE W/2 -12d EACH END
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 WDW FRAME
GLUE 4 NAIL W/8d'6 8'-12' O.C. TO EXCEED 1/4'
IF NEEDED.
ARCHWAY DETAIL
B CUTAWAY
SCALE: 1/2' = I' - 0'
ASPHALT SHINGLES OVER
• 15 FELT ON 1/161 O.S.B.
PRE -ENG GABLE TRUSS
SPF STIFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES AT
FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING
/.r Av
i I�r � I�tAI `�
SECURED W/ C2) 12d's EACH
TRUSS
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3)
12d's 41 EACH TRUSS (DIAGONAL
X -BRACING TO COVER 5-TRU5SE5
B' GYPSUM BOARD OR
HIGH STRENGTH CLG.
NOTE: BOARD
DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE m ANY SPAN 15'-0" OR GRATER REFER t0
TRUSS 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 a CENTER AND (2)
BRACE DIVIDED EQUALY FROM CENTER TO END
GABLE X -BRACING
SCALE: 1/2' =1'-0'
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 126 NAILS OR
MIN. (4) 10d GUN NAILS
Ixb COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
Ix8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS a EA. TRUSS
RAFTER TO TRUSS MTS -12
CREATE VOID FOR STRAP
PENETRATION.
ROOF DECKING OVER
PRE -ENG TRUSSES
PRE -ENG. TRUSS.
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES
CONV. FRAff�DR�OOSCLEI
0'-0' TO 30'-0' (1) 'X' BRACE
30'-1' TO 60'-0' (3) 'X' BRACE
(I 'X' BRACE 0 CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER —�
M 15 FELT ON 1/16' 0.5.8.
(2) 2X4 02 SYP DIAGONAIL BRACE —�
W/ 3-126 o EA TRUSS C DIAGONAIL BRACE
TO COVER 5 -TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
SPF STIFFBACK
(SEE SEALD 1=NG. PACK FOR
SIZE 4 CONNECTION)
1/16' OSB SHEATHING
USE 8d NAILS AT
4' o c. EDGE 4 6' o c. FIELD
2X4 W/ 3/8' X 5 LAG 032' O.C. MAX.
OR SIMPSON M5TA-24 ® 32' O.C. MAX. i
SHEATHING NAILING TO BE
6'-8" O.C. IN FIELD
4" O.C.®ALL EDGES W/Sd NAILS
SCALE: 1/2'-V-0"
FINISH 6 LANDING
3/4" PLYWOOD F.F.
DBL 2X6
F%
COMMOM
TRUSS 24' o.c.
1/2" CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d A EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.G. MAX.
" 1115 UPLIFT
SIMPSOM HTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
M 2350 UPLIFT
(2) SIMPSOM HTSM20
ONE EA. SIDE OF TRUSS
OPPOSITE SIDE OF BLOCK
W/10 10d 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
12 TRUSS ANCHOR RETROFIT
N.T.S.
1 3/4" PLYWOOD WITH
LANDING DETAIL 4 12-D COMMONS
„
NAILED THRU 3/4
FINISH s LANDING PLYWOOD INTO
3/4” PLYWOOD F.F. EACH STfiZINGEi�
3-2x12 SYP STRINGER ' DBL 00
2X12
REINFORCED W/2X4 SPF OR JOIST
W/CONT. BEAD OF
SUB -FLOOR ADHESIVE
PL -400 OR SIMILAR ,@
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)08 3" SCREWS 6 EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUB -FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO F5C 2001
2R+1T=24"-25"
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/8" MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO BE 13/4" +-1/4" OR PROVIDE EQUIVALENT
GRASPABIL ITY
WINDERS MIN. 6" WIDE NARROW END
MIN. 11" WIDTH 6 12" FROM NARROW END
34" MIN. HANDRAIL HGT.
36" MIN. FINISH
WINDER DETAIL
2X12 TREAD
GUT TO F IT
_-1X8 RISER
101 ,
112
U�
m
(3) 106 CUT NAILS
6 2 X4 P.T.
SLEEPER INTO
SLAB
LESS THAN 4" T`I'P.
BETWEEN SPINDLES
HAND RAIL
1/2" DRYWALL-,,
1X10 TRIM
-1' NOSING TYP.
3�STAIR SECTION DETAILS
SCALE: 3/4-=V-0.
A R C H I T E C T S
/ Design
Group,nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
StTBDIV- 8c LOT:
TUSCA
SOUTH
LOT X41
PRO JEC T#
1703.00
MODEL:
1542
GARAGE SWING:
RIGHT
PAGE:
misc.
DETAILS
ARCHITECT -
STATE OF FLORIDA
DATE: 12/23/09
SHEET