HomeMy WebLinkAbout2153 Lili Petal Ct 11-235 (a)no
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e 11 SII
FOR:
•wfwfw. cLf'f ibuf bvI2. Com
CBC1 252212
I 5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822
Ts4 (407) 860-5200 Fax: (407) 850-5300
q
TOTAL
2660 SQ. FT.
REVISIONS
REV.
DATE
DESIGN CRITERIA:
1
ABBREVIATIONS
CONTROL DATE (NO SHEETS AFFECTED)
2
03/04/10
• STATE OF FLORIDA
I
PG
-REMOVED LINEN CLOSET AT F0'r'ER
PG
1A
-ADDED 0I0T. DOUBLE LAV AT O. BATH
PG
CERTIFIEBU "BUILDING CONTRACTOR:
-FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL
ABV.
ABOVE
LAV.
LUM,
LAVATORY
LUMINOUS
03/09/10
R. MACDONALD ELEVATION REVISIONS
W/2009 SUPPLEMENT
A/C
ADJ.
AIR CONDITIONING
ADJUSTABLE
M.C.
MEDICINE CABINET
-REMOVED GRID FROM LJINDOLJS, ID A5 "COMM. 510ECIFIC"
PG
• 2007' FTORIDA FIRE PREVENTION CODE
ALT.
AMP.
ALTERNATE
AMPERAGE
MFR.
MIN.
MANUFACTURER
MINIMUM
PG
D.R. NORTON HOMES
• NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION
BD.
CL
BOARD
CENTERLINE
M.T.
MTD.
METAL THRESHOLD
MOUNTED
7A
5850 T.G. LEE BLVD. SUITE 600
*ALL LOCAL AND STATE CODES
CAB.
CLC.
CABINET
CEILING
MIL.
N.T.S.
METAL
NOT TO SCALE
-REVISED UNDERSTAIR CL05ET DOOR TO OUT5WING
ORLANDO, F L, 32822
C
CLEAR
CONCRETE
O.C.
PL
CENTER
PROPERTY LINE
PRC.
PG
TEL: (4 0 7) 850-5200
CONC.
CPT.
CARPET
TILE
P.B.
PH.
PUSH BUTTON
PHONE
D5-MISC.
FAX: (407) 850-5300
•OCCUPANCY — RESIDENTIAL, GROUP R3
C.T.
D.
DBL.
CERAMIC
DRYER
DOUBLE
PLT.
PLYWD.
PLATE
PLYWOOD
•CONSTRUCTION TYPE — VB
D.G.
DUAL GLAZED
PR.
P.T.
PAIR
PRESSURE TREATED
z
•MIN. INTERIOR FINISH — CLASS B
DIA.
DIM,
DIAMETER
DIMENSION
R.
RISER
•BASIC WIND SPEED — 120 MPH (M/S)
DISP.
DISPOSAL
.RAD•
R.A.G.
RADIUS
RETURN AIR GRILL
«1—STORY RESIDENCE —
DP.
DR.
DEEP
DOOR
REF.
REFRIGERATOR
• STATE OF FLORIDA
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER
AND STATE CODES
D.S.
DTL.
DOWNSPOUT
DETAIL
RM.
R.O.
ROOM
ROUGH OPENING
LOCAL
D.W.
DISHWASHER
S.C.
SOLID CORE EXT DR
PROFESSIONAL ARCHITECT:
EA,
EACH
S.D.
SMOKE DETECTOR
SINGLE HUNG
SPECIFIC PARAMETERS FROM FBC 2007 CH. 3
Cn
USED FOR DESIGN INCLUDE:
ELEV.
EQ.
ELEVATION
EQUAL
S.H.
SHT.
SHEET
JAMES CANTWELL
*CONCRETE MASONRY RESILENTIAL
EXI-I.
EXHAUST
SHTHG.
SHEATHING
AR NO. 12079
CONSTRUCTION WOOD FRAME CONSTRUCTION
EXT.
F.G./FX .
EXTERIOR
FIXED GLASS
SIM.
SIM.
SHOWER
SIMILAR
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05
F.G.
FUEL GAS
SL.
SL. GL.
SLIDING
SLIDING GLASS
A.B. DESIGN GROUP, INC.
FIN.
FLR.
FINISH
FLOOR
STD.
SWS
STANDARD
SHEAR WALL
S Q . F T . C AL C . S
1441NORTH RONALD REAGAN BLVD.
FLUOR.
FR. DR.
FLUORESCENT
FRENCH DOOR
SECTION
GLASS
.
LONGWOOD, FLORIDA 32"750
LIVING (15T.) 104-1 SQ. FT.
FTG.
FOOTING
GAUGE
TEMP.
THK.
TEMPERED
THICK
Tel: (4 0 "7) 774-6078
L1VINCS � 2ND .) 1152 5a. FT.
GA.
GAR. DISP.
G.F.I.
GARBAGE DISPOSAL
GROUND -FAULT CIRCUIT
T.O.C.
T.O.P.
TOP OF CURB
TOP OF PLATE
Fax: (4 0 7) 774-4078
GL.
INTERRUPTER
GLASS
T.O.S.
TYP.
TOP OF SLAB
TYPICAL
GYP. BD.
GYPSUM BOARD
U.N.O.
UNLESS NOTED
TOTAL LIVING 2199 5Q. FT.
H.B.
H.C.
HOSE BTB
HOLLOW CORE
V.P.
OTHERWISE
VAPOR PROOF
OR` 5Q. FT.
HDR.
HT
HEADER
HEIGHT
W.
W/
WD.
WASHER
WITH
WOOD
ii"T r4O
INSUL.
TNSUL.
INT.
INSULATION
INTERIOR
WDW.
WINDOW
GARAGE / 5Q. FT.
W/H
W.I.
TER
WATER HT IRON
WROUGHT IRON
TOTAL
2660 SQ. FT.
REVISIONS
REV.
DATE
DESCRIPTION
1
03/01/10
CONTROL DATE (NO SHEETS AFFECTED)
2
03/04/10
RYAN MACDONALD REVISIONS
GENERAL NOTES
PG
-REMOVED LINEN CLOSET AT F0'r'ER
PG
1A
-ADDED 0I0T. DOUBLE LAV AT O. BATH
PG
1B-
-5LJITCHED L Z. 4 LINEN CL05ET LOCATIONS AT
PG
1B.1-
O. BATH 4 ENLARGED 5HOLER
3
03/09/10
R. MACDONALD ELEVATION REVISIONS
PG
1C
-REVI5ED ELEVATION C 4 D TO 8'-8" BRG. HGT.
PG
2-
-REMOVED GRID FROM LJINDOLJS, ID A5 "COMM. 510ECIFIC"
PG
3-
-REVISED SCORED 5AND5 TO READ AS STUCCO, ID AS "COMM. SPECIFIC'
PG
4A
-jRFvI5ED WINDOL HEIGHT TO -I'-4" A.F.F.
PG
04/21/10
R. MAGDONALD REVISION
PG
6A
-MOVED A/C CHA5E ON FOUNDATION PLAN TO 6" UJALL
PG
7A
BETWEEN DINING ROOM 4 KITCHEN
PG
05/06/10
R. MACDONALD REVISION
PG
9 -SECOND
-REVISED UNDERSTAIR CL05ET DOOR TO OUT5WING
PG
05/19/10
R. MACDONALD ELEC. 4 ELEVATION REVI510N5
PG
D2-MISC.
-ADDED OUTLET FOR IRRIGATION IN GARAGE
PG
D3
-ALL STONE RETURNS TO BE 2' OR ENTIRE LENGTH IF LESS THAN 4'
SANFORD OUIL.DING DEPT. Y
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THE
PLANS ARE tR>~ViEW1:0 AND CO
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A R C H I T E C T S
Design
Group �n�.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750'-
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
C1
-COVER PAGE
PG
GN-
GENERAL NOTES
PG
1 -FOUNDATION PLAN
PG
1A
-DOWEL PLAN
PG
1B-
LINTEL SCHEDULE (CAST -CRETE)
PG
1B.1-
LINTEL SCHEDULE (WEKIWA)
PG
1B.2-
LINTEL SCHEDULE (PRO -CRETE)
PG
1C
-WIND LOAD CALCULATIONS
PG
2-
FIRST FLOOR PLAN
PG
3-
SECOND FLOOR PLAN
PG
4A
-ELEVATION "A" FRONT & REAR
PG
5A
-ELEVATION "A" LEFT & RIGHT
PG
6A
-FRAMING PLAN ELEVATION "A"
PG
7A
-ROOF FRAMING PLAN ELEVATION "A"
PG
8 -FIRST
FLOOR ELECTRICAL PLAN
PG
9 -SECOND
FLOOR ELECTRICAL PLAN
PG
D1
-FOUNDATION DETAILS
PG
D2-MISC.
DETAILS
PG
D3
-1 -STORY WALL SECTIONS
PG
D4-MISC.
DETAILS
PG
D5-MISC.
DETAILS
F
A R C H I T E C T S
Design
Group �n�.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750'-
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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8U33301'V. & LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1'703.00
MODEL:
„2199,
GARAGE ST'IN'G:
RIGHT
PAGE:
COVER
PAGE
ARCHITECT:
STATE OF FLORIDA
6 16•;0
D E: 10 25 10
SCALE: 1/4"=1'-0"
0
SHEET
C1 OPl6 -
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 WI STORAGE 20
III. ATTICS WIOUT 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 ARCHITECTIENGINEER.
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 1 318 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 1/2 -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND
IRRIGATION.
3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.).
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/z THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE %".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER,
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W.
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. CONTRACTORIOWNER 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 530.11 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 Fm =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 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN'/4 INCH AND NOT MORE THAN 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR
MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA.
HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16"
ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN
BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" 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: 21
1
I. #5, W31 OR D31 AND SMALLER
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3/4"
I. #11 AND SMALLER
D. BEAMS, COLUMNS: 1,/2,
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS
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:
L 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 02 (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 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
ALL BE APA RATED 518" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" CDX
9, FOR CEMENTITIOUS TILE ROOFS, SHEATHING SH
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 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND
STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER
FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER
REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR
LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN
APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO LI240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS
RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 3/8" 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, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926
2 -STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2.
R C H I T E C T S
Desir'-
Group
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078 -
www.abdesigngroup.com
AA #: 0003325
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LOT #1024
PROJECT#
1`03.00
MODEL:
"2199"
GARAGE STIMG:
RIGHT
PAGE:
GENERAL
NOTES
ARCHITECT:
STATE OF FLORIDA
6 2ei!O
PRINT
DATE: 10/25/10
SCALE: 1/4"=1'-0"
SHEET
1C N OFl 6
�...II
24"X24"X12"
CONIC. PAD
W/3 -*5 5AR5
E.W. (ON
CHAIR) MIN. 3" — — — —
COYER 1�1_QII 101-011 131-411
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MIN. 3" COYER
14'-011
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40 r4 J
61 D1 �
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SLAB I _
EXTEND
13 10 SLAB 1 1/2 ° 13
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4 CONIC. REINFORCED
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p1 WELL -COMPACTED
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CHAIRS MIN. PAD UJ/3-05 BARS
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6'-4" 14'-l0" MIN. 3" COYER 19'-2"
25 T-0' 181-011
I
4'-2" D1 4'_0" 191_611
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1
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24"X24"X12" 25
CONC. PAD D1 I L4J
N W/3 -*5 BARS 1
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CHAIRS MIN. I D1 -
3" (DYER ■ 101_611 41.211 12' -rte" T
13 =
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21-411-
21-311
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3" COYER (1
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l SLA5 1 1/2"
---- -- ----
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MIN. 3" COYER
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PH: 407-774-6078
FAX: 407-774-4078
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TUSCA PLACE
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LOT #1024
PROJECT#
1'703.00
MODEL.:
2190,'
GARAGE SWING:
RIGHT
PAGE:
FOUNDATION
PLAN
ARCHITECT:
__.
ITE: 10 /25 /10
WCALE: 1/4"=I' -O"
SHEET
OFT
N. RONALD REAGAN B
-ONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
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AA #: 0003325
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-ONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
Fww.abdesigngroup.con
AA #: 0003325
SUBDIV. & LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
„2199„
GARAGE 3 WING:
RIGHT
PAGE:
DOWEL
P LAN _.
L mm=0000
ARCHITECT:
STATE OF FLORIDA
i
JAM CA TWELL
NO 12079
CS
RAV-. 10/25/10
SC AT :1/4"—V_01”
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TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
„2199„
GARAGE 3 WING:
RIGHT
PAGE:
DOWEL
P LAN _.
L mm=0000
ARCHITECT:
STATE OF FLORIDA
i
JAM CA TWELL
NO 12079
CS
RAV-. 10/25/10
SC AT :1/4"—V_01”
�3HEET
1A OFl �
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e/Desn
GrouPinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325—
>
003325—
SUBDIV. & LOT:—
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
2199"
GARAGE SWING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(CAST—CRETE)
ARCHITECT:
STATE OF FLORIDA
d,T a ztE u
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JAM S CANTWELL
NO 12079
Id
PRINT
DATE: 10 2 5/10
SCALE: 1/4"=1'-0"
SHEET
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SUBDIV. & LOT:—
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
2199"
GARAGE SWING:
RIGHT
PAGE:
LINTEL
SCHEDULE
(CAST—CRETE)
ARCHITECT:
STATE OF FLORIDA
d,T a ztE u
i
JAM S CANTWELL
NO 12079
Id
PRINT
DATE: 10 2 5/10
SCALE: 1/4"=1'-0"
SHEET
�� OFI
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UJ B f UJA
CONCiRETE f=1R0DIJC:T5, INC.
P.O. 5OX 219 MLLU)OOD, FL 32198
(401) 886-2511
1-800-654-5139 FAX 401-88('0-01215
LINTEL
NO.
LENGTH
TYI=E
L-1
5'-10"
8/22 -5 -ILIAL
L-2
3'-6"
8/16-5-IU/0L
L-3
11'-4"
8/24-5-IU/1L
L-4
4'-6"
0/16-5-11J/0L
L-5
4'-6"
8/16 -6 -1U/01 -
L -6
6'-6"
8/24-8-IU/IL
L-1
4'-6"
8/16-8-IU/0L
L-8
4'-6"
8/16-5-1U/0L
L-13
4'-6"
8/16-5-1U/01-
C
WEKIWA LINTEL SCHEDUIA
8" LINTEL UIJLIo I
INt1=1 SAFE UPLIFT LOADS (PLF)
I we^9 th Type
Procast
3140' Procast
4'-0' Precast
4'-6' Precast
4-8' Precast
W-4' Precast
5'-10' Precast
6'4' Precaet
1'.6' Precast
T.O. Precast
V-0' Precast
6'-4' Precast
9'-4' Precast
107-6' Proust
II' -4' Precast
12'-0' Precast
12'-6' Precast
13'-4' Precast
14'-0' Precast
14-6' Prostresl
15'-4' Prostres
11'-4' Prestress
19'-4' Prestres
20'-0' Prestress
21'-4' Prestree
221-0' Prestres
24'-0' Preetree
N.R. ■ Not Rw4mw
1'9" 1INTFI GRAVITY
R" IINTFL GRAVITY
LINTEL
LINTEL
SAFE LATERAL LOADS
IPLF)
SAFE GRAVITY LOADS (PLF)
T9_
SAFE GR
FILLED
t0 L
wast
8"
8/e-6-0
8/12 -8 -mL
8/ib-8-0L 6/20-8-0L 8/24 -S -0L
/26-8-m
6/32 -S -0L
LENT
TYPE
PLAIN
8/8 -5 -IL
8/12 -6 -IL
8/16 -S -1L
8/20 -5 -IL
8/24-8-1L
8/28 -8 -IL 8/32-6-1L
Pretest
850
1600
9
I 00
I
1
100
I
1 0
2'-10'
PRECAST
6021
8491
10000
10000
10000
10000
10000
100W
Freest
430
4011
9339
10000
10000
10000
10000
10000
3'-6'
PRECAST
2603
4011
10000
10000
10000
10000
10000
10000
FRsrast
215
550
2921
6133
9515
10000
10000
10000
10000
4'-0'
PRECAST
1821
2921
1 3
10000
10000
10000
1000
10000
Prmstrmssmd
110
390
2214
5018
1119
9284
10000
10000
10000
4'-6'
PRECAST
1398
2214
5412
10000
10000
10000
10000
10000
eetimsed
I235
2111
4660
6588
8520
10000
10000
10000
4'-8'
PRECASt
1298
2111
4902
10000
10000
10000
10000
10000
1651
3409
4823
6239
1658
9011
10000
5'-4'
PRECAST
100b
1651
3556
6431
10000
10000
10000
10000
1461
3001
5111
8888
10000
10000
10000
5'-10'
P'1GA8t
848
1461
3001
5111
8888
10000
10000
10000
1232
2
334
250
1
000
6'-6"
1°1�CA8T
110
1232
2440
3934
6250
10000
10000
10000
1001
MID
2942
4346
6461
10000
10000
1-6'
PRECAST
562
10 01
1916
2b42
4346
6461
00
1 000
915
1849
2819
4131
6010
9245
10000
T-8'
PRECAST
544
915
1849
2819
4131
60'10
9245
10000
916
1124
2602
3151
5030
19$8
10000
8'-0'
PRECAST
511
91b
1124
2602
3151
5405
1958
10000
864
1615
2415
3444
4866
6983
10000
8'-4'
PRECAST
482
864
1615
2415
3444
4810
69133
10000
141
1361
1991
2168
3169
5124
1061
9'-4'
PRECAST
411
141
1361
1991
2168
3169
5124
1061
636
1146
1649
2231
2962
3883
5094
10'-6'
PRECAST
349
636
1146
1649
2231
2962
3883
5094
14
1028
14b5
1964
2566
3305
4239
II' -4'
F'REGABT
315
514
1028
1465
1964
2566
3305
4239
533
%0
1343
1189
2316
2951
3134
12'-®'
PRECAST
292
539
950
1343
1189
2316
1 2951
3134
5
9
1264
161
215
2
342
12'-6"
PRECAST
505
898
1264
1616
2151
2130
3426
464
822
1151
1515
1935
2425
3010
13'-4'
PRECAST
464
822
1151
1515
1935
2425
3010
436
169
1013
1406
1166
2225
2141
14'-0'
PRECAST
436
169
1013
1406
1186
2225
2141
FN.Ft
NA
N R
N.R.
N R
N.R
N
14'-8"
PRESTRESSEDN.
480
811
1234
1421
1119
2188
2662
NR
N.R.N
NR
N.R.N.
R.
15'-4"
PRESTRE88EDN
454
165
1160
1331
1660
2032
2459
NX
N
1111
13
NX
11'-4'
PRESTRESSEDN.
369
652
982
1111
1319
1611
15
1991
N.R.
NRR
N.R
N.R.
N.R.
N.R.
N.R.
19'-4'
—STRESSED
NR
339
561
849
960
1111
1415
1616
N.R.
N.R.
N.R
N.R.
N.R
N.R.
N.R.
20'-0'
P 87RESSE D
N R
325
543
812
911
1122
1345
1590
N.R
N.R.
N
N.R.
N.R.
NR
N.R.
21'-4'
PRESTRESSED
N.R.
295
500
146
840
1024
1224
1441
NN
N.
NR
N.
N.R
22'-0'
PRESTRESSED
N.R
26 1
26
481
111
806
981
1111
1316
N.
NR
NR
N.R
N.AII
24'-0'
PRESTRESSED
11 N.R.NR
N.R. - Not Recommenolea
NR - Not Rsw mwsded
R"I ATFRAI TABLE
LINTEL
SAFE LATERAL LOADS
IPLF)
L
T9_
SAFE GR
FILLED
2'.10"
wast
900
(2)#4
31.6'
Precast
1900
2550
4'0
Racist 11010
914" To 1714"
2100
4'-b'
Precast
900
1150
4-B'
Pretest
850
1600
5'-4'
Pretest
110
1400
5'-10'
Pretest
625
000
6'-6'
Precast
540
1080
T.b.
Preeast
440
890
1'-8'
Freest
430
W-0'
Precast
410
820
8'_4'
Reoast
390
180
9'-4'
Precast
640
6
104'
Precast
550
bw
II' -4',
FRsrast
215
550
12'4'
Rerast
255
510
12'4'
Protest
245
490
13'-4'
Precast
270
460
®®mmff1♦11w,777'
Recast
400
800
14-W
Prmstrmssmd
110
390
15'4
Prestressed
166
310
6i
Prestressed
145
320
'
ReetraMsed
130
280
2010
tr ed
�
��IFI7•t'"f'���0111111111175t�111111111F"77=mormill
eetimsed
I235
22'-0"
11225
244'
trmumd
Im
200
NR - Not Recommended
®®®
i1��iF11•'i��'"Z'•
NEFTr=
1_��
®
®� � �_��
�
x'31•
NR - Not Rsw mwsded
R"I ATFRAI TABLE
LINTEL REINFORCEMENT SCHEDULE
LINTEL LENGTH ::;;•:;•::•::•: ... •............................. REINFORCEMENT: :iiiii:•:::•i i:5:•i::ii6:c:i :iiiiiiP:•i:
LINTEL
SAFE LATERAL LOADS
IPLF)
L
T9_
gg ��gg
pLpIN
FILLED
2'.10"
wast
900
(2)#4
31.6'
Precast
1900
2550
4'0
Racist 11010
914" To 1714"
2100
4'-b'
Precast
900
1150
4-B'
Pretest
850
1600
5'-4'
Pretest
110
1400
5'-10'
Pretest
625
000
6'-6'
Precast
540
1080
T.b.
Preeast
440
890
1'-8'
Freest
430
W-0'
Precast
410
820
8'_4'
Reoast
390
180
9'-4'
Precast
640
6
104'
Precast
550
bw
II' -4',
FRsrast
215
550
12'4'
Rerast
255
510
12'4'
Protest
245
490
13'-4'
Precast
270
460
'
Recast
400
800
14-W
Prmstrmssmd
110
390
15'4
Prestressed
166
310
6i
Prestressed
145
320
'
ReetraMsed
130
280
2010
tr ed
�
��IFI7•t'"f'���0111111111175t�111111111F"77=mormill
eetimsed
I235
22'-0"
11225
244'
trmumd
Im
200
NR - Not Recommended
LINTEL REINFORCEMENT SCHEDULE
LINTEL LENGTH ::;;•:;•::•::•: ... •............................. REINFORCEMENT: :iiiii:•:::•i i:5:•i::ii6:c:i :iiiiiiP:•i:
;:4:81NCHii:i .::;•:i•i:i
:•12INCH• :>:;•:;;•:iii;"A7 REINFORCENENiiii:ii::cti::
"B" REINFORCEMENT
2'-1 r0 64'
2'40" r0 5'-8
2 #3
NNE
5'-10" TO 8'-8"
5'-10" To 8'-8"
(2)#4
NONE
7'$" TO 8'-4'
1'-8" r0 8'-4"
#5
NONE
B 4" TO 141-7
914" To 1714"
2 #5
00.
14'-8" TO 164"
1350
2 7119' PRESTRESSED
2 #3
1/32' STIRRUPS AT 4'-0' ee
1240
7116 PRESTRESSED
#4
F17TD'4'
19'4" 22'-8"
950
2 7118' PRESTRESSED
pm
FtEFERTO LINT tL SlGRON FUR MNPUK6W-- I--
(1) 45
ce was
8" RECESS DOOR HEADER
I ATr*ReI TARI F
RECESS DOOR HEADER
(1)'5 CONTNUOUS
1
88 x*'' ISLOCK
m
N
34'
Precast
IKCNpONCI�COUT
lC4CEp N FIELD)
11115
.0
��_�
TONCI'LTESPL
-
11-K� T4' op gN4NCs�T
-
"tom■
precast
4W
r"11dJ
4'-4'
Precast
(IOONNAALINU0118
1350
4-B'
Precast
1/32' STIRRUPS AT 4'-0' ee
1240
3200
Preset
320
950
^IN
Prwaet
'A' SARS (MAIN WINP.)
160
7250
Precast
SEE SCHEDULE
8" RECESS DOOR HEADER
I ATr*ReI TARI F
RECESS DOOR HEADER
SAFE LATERAL LOADS
(PLF)
(Total
s^9
4=11:14
m
B' 1�L NED
34'
Precast
590
11115
.0
��_�
701500
-
"tom■
precast
4W
w
4'-4'
Precast
165
1350
4-B'
Precast
415
1240
3200
Preset
320
950
2580
Prwaet
250
160
7250
Precast
200
640
9'4
Precast
160
490
1650
1' 8'
�W
800
'
Precast
ISO
1530
8'4
Racist
120
1450
9'4
Precast
640
1210
104'
mwaat
550
910
Tim NOW -u'7111111111111 1111111111111-74 1��01111111171"'
"71m�
510
1000
12'-0'
Freest
480
950
®®
Precast
460
��
���Lh1-�MY
SOL 771M
430
850
ONFrrM1-
Preoaet
400
800
14-8'
Precast
380
'160
15'4
Precast
350
130
6i
Precast
320
630
NR - Not RWAXMWsded
151•1111111111917^�
ENWFT'•
�
��IFI7•t'"f'���0111111111175t�111111111F"77=mormill
Er
��iI4��I��1•iT'!�'T�ii!5��*1•
E71��?'1•�%'T"1•�i�'��1•iLF'�il''*�
111111MI1'�1T��
i1��iF11•'i��'"Z'•
®®illion
.mmas"I7•..m*'•ommmmak-P
8" RECESS DOOR HEADER
I ATr*ReI TARI F
RECESS DOOR HEADER
SAFE LATERAL LOADS
(PLF)
(Total
s^9
Tis
e' RECESSED
F"LAIN
B' 1�L NED
34'
Precast
590
11115
.0
Precast
701500
-
4'.2'
precast
4W
w
4'-4'
Precast
165
1350
4-B'
Precast
415
1240
3200
Preset
320
950
2580
Prwaet
250
160
7250
Precast
200
640
9'4
Precast
160
490
12" RECESS DOOR HEADER
IATFRAL TABLE
RECESS DOOR HEADER
SAFE LATERAL LOADS
(PLF)
Total12'
Length
T 9
R$fESSED
PLAN
12' RECENED
FILLED
3'-W
Recast
2025
3210
41.0'
Precast 1
Precast
2860
4'.2'
Promast
1650
2690
4'-4'
Precast
Precast
2.540
3450
Precast
1420
2290
3200
Precast
1080
1150
2580
Precast
815
1425
7250
Recast
130
1000
9350
Recast
550
900
12" LATERAL TABLE
(1) r6 CONTINUOUS U 05 CONTINUOUS
3000 1=8I CONC. FILL-
(CONCRETE
ILL
1441 N. RONALD REAGANBLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
LINTEL
SAFE LATERAL LOADS
(PLF)
L ota
T �
IF'lAM
'�
FILLED
y.10'
wast
350®
6900
�
0
Precast
7400
4115
4'-0'
Prwast
1950
3880
4'-6'
Precast
1650
3450
4.B"
Precast
we
3200
5'-4'
Precast
132
2580
5'40'
Prwaet
1160
7250
J 8 NTWELL
Precast
1000
9350
1/32' STIRRUPS a 4'-0' C/C y-
I ��
Precast
820
1650
1' 8'
Preset
800
'
Precast
ISO
1530
8'4
Racist
120
1450
9'4
Precast
640
1210
104'
mwaat
550
910
11'4'
Precast
510
1000
12'-0'
Freest
480
950
12'.6'
Precast
460
Sly
1314
Precast
430
850
Preoaet
400
800
14-8'
Precast
380
'160
15'4
Precast
350
130
6i
Precast
320
630
NR - Not RWAXMWsded
(1) r6 CONTINUOUS U 05 CONTINUOUS
3000 1=8I CONC. FILL-
(CONCRETE
ILL
1441 N. RONALD REAGANBLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:_
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1"703.00
MODEL:
"2199"
GARAGE SWING:
RIGHT y
PAGE:
LINTEL
SCHEDULE
(WEKIWA)-
(CONCRETE PLACED IN MELD)ICCNCMI PLACED IN FIELD)
TOP LECs MARS:
L5C: U TO F4'500 LENCsTH8 I" TOP LEGSARS:
T2 "1 '1? r c u,st'o • my L.Ewm-r +*
�
ARCHITECT
_ 1/32 STIRRUPS e 4 -0 C/C -
W
rSTATE
(l) 05 CONTINUOUS
(1) s5 CONTINUOUS — (OPTIONAL)
tAw
�
0
(OPTIONAL.)
^
'A" SARK (MAIN REINF.)r A,_FRqIPgf REIw.)
SEE 5CHEPUL4
_
-1N 8EE SCHEDULE N
1/32' STIRRUPS
'S' BARB - 8EE SCHEDULE UPS AT 4'-0' cc
2s 4 I2
�//�q.yy.� ,n
Mur "v V
IPL M
8
TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION
PTIONAL "5T
R :
J 8 NTWELL
T 8 ¢LppE AB
LEG LTO 141 LENrrTHS
NO 12079
1/32' STIRRUPS a 4'-0' C/C y-
I ��
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W
1L1
N�
5:
U>1
TE: 10/25/10)
-
^I� [ 8EE BC $ - SE P'LAIN OR SOLIp LINTEL
'S" SARK -SEs: SGWEDULE F
ALE 1/491=1$-0"
SHEET
4 4 C B�1 (U — � — #11/#1 )
Q
Q
q
0
a
e
6i
Er
SUBDIV. & LOT:_
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1"703.00
MODEL:
"2199"
GARAGE SWING:
RIGHT y
PAGE:
LINTEL
SCHEDULE
(WEKIWA)-
(CONCRETE PLACED IN MELD)ICCNCMI PLACED IN FIELD)
TOP LECs MARS:
L5C: U TO F4'500 LENCsTH8 I" TOP LEGSARS:
T2 "1 '1? r c u,st'o • my L.Ewm-r +*
�
ARCHITECT
_ 1/32 STIRRUPS e 4 -0 C/C -
OF FLORIDA
rSTATE
(l) 05 CONTINUOUS
(1) s5 CONTINUOUS — (OPTIONAL)
tAw
(OPTIONAL.)
^
'A" SARK (MAIN REINF.)r A,_FRqIPgf REIw.)
SEE 5CHEPUL4
-1N 8EE SCHEDULE N
1/32' STIRRUPS
'S' BARB - 8EE SCHEDULE UPS AT 4'-0' cc
2s 4 I2
�//�q.yy.� ,n
Mur "v V
IPL M
8
TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION
PTIONAL "5T
R :
J 8 NTWELL
T 8 ¢LppE AB
LEG LTO 141 LENrrTHS
NO 12079
1/32' STIRRUPS a 4'-0' C/C y-
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FaTIONAL e58
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TE: 10/25/10)
'A' PARS (MAIN REINF.) NOMINAL WIDTH/HEI&4T OF LINTEL
^I� [ 8EE BC $ - SE P'LAIN OR SOLIp LINTEL
'S" SARK -SEs: SGWEDULE F
ALE 1/491=1$-0"
SHEET
4 4 C B�1 (U — � — #11/#1 )
18 118, LNG. OF ADDITIONAL S'BARS IN UPPER . 0 3�1
TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"XB" SECTION OR LOWER UNTI=L CAVITY
D I
Des0
ign
Grouprinc.
N. RONALD REAGAN B
_ONGW00D, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
ww.abdesigngroup.con
AA M 0003325
N
S,
R
C
H
I T
E
C
T
T F:9 S TNirH LINTEL GRAVITY
f -A
D I
Des0
ign
Grouprinc.
N. RONALD REAGAN B
_ONGW00D, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
ww.abdesigngroup.con
AA M 0003325
S V Dlv. ac Lon.
i•
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1"703.00
MODEL:
„2109"
GARAGE STfMG:
RIGHT
PACE:
LINTEL
SCHEDULE
(PRO -CRETE)
ARCHITECT:
TE OF FLO IDA
G a;
1 , 111., IL.v/ a
: 10/25/10
SCALE: 1/4"=1'-0"
SHEET
IB. 2 o3 PI
N
W
—}
�
Q
�
Q
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0
0
0
v
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4
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8
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c+l
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m
S V Dlv. ac Lon.
i•
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1"703.00
MODEL:
„2109"
GARAGE STfMG:
RIGHT
PACE:
LINTEL
SCHEDULE
(PRO -CRETE)
ARCHITECT:
TE OF FLO IDA
G a;
1 , 111., IL.v/ a
: 10/25/10
SCALE: 1/4"=1'-0"
SHEET
IB. 2 o3 PI
O
�o
1�
3050 - SH
EGRESS
0 o 0 0
°J
0. BATH 0
OWNER'S SUITE
S
3050 -SH
EGRE 55
BEDROOM #
L--JL--J
LAUN.LE
00
TH #2
W.I.C. I __
BEDROOM # -1
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOIARE FOR 3 SECOND GUSTS
FFSOOOL
K E
TAGE
WINDOW SIZE
AND TYPE
ZONE
110 MPH WIND
REMARKS
120 MPH WIND
w
1
3068 W/
14" SL
424.0/
20.1/ -23.2
-21.9014-SH
>z
8
TEMP.
4
21.8/ -23.6
25.9/ -28.1
3
112
1&'-0'x7'-0"
GARAGE
DOOR
5
15.3/ -20.5
BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN
21.8/ -24.4
4
11
25-SH4
THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5
21.1/ -22.9
25.1/ -21.3
5
11
25-81421.1/
4
-22.9
25.1/
6
40
59468 S.G.D.
4
19.9/
w
23.1/ -25.9
1
11
25-SH21.2/
5
-23.0
25.2/ -21.4
g
11
25-SH21.2/
5
-23.0
25.2/ -21.4
C3
11
25-SH4
21.1/ -22.9
25.1/ -21.3
lm
11
3050-5H
5
21.2/ -23.0
25.2/ -21.4
11
11
3050 -SH
EGRESS
4
21.1/ -22.9
25.1/ -21.3
12
11
3050 -SN
EGRESS
4
21.1/ -22.9
25.1/ -21.3
13
11
3050 -SH
EGRESS
4
21.1/ -22.9
25.1/ -21.3
14
11
3050 -SH
EGRESS
5
21.2/ -23.0
25.2/ -21.4
15
11
3050 -SH
EGRESS
4
21.1/ -22.9
25.1/ -21.3
16
11
3050-514
EGRESS
4
21.1/ -22.9
25.1/ -27.3
11
11
3050 -SH
4
21.1/ -22.9
25.1/ -21.3
WINDLOAD CALCULATIO--
ZONE 4
p=+21.5/-24.0
PERCENTAGE OF AREA WITHIN ZONE 4:
A4=11.33=16=0.71fe
PERCENTAGE OF AREA WITHIN ZONE 5:
A5=4.66=16=0.29 ft`
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p = 21:8 (0.9) + 21.8 (0.10)
= 19.62 d- 2.18
= 21.8 psf
AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR:
p = -24.0 (0.71) + - 26.55(0.29)
_ -17.05 + (-7.7)
_ -24.75 psf.
AVERAGE GARAGE DOOR PRESSURE:
p=21.8/-24.8
A R C H I T E C T S
/I�1►
Desi n
ro u Inc.
1441 N. RONALD REAGAN BL%
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
3050 -SH
3050 -SH
3050 -SH
3050 -SH
w
EGRESS
EGRESS
EGRESS
I1
>z
13
WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
W
BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AVERAGED WHEN
THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5
WIND PRESSURES ARE BASED ON WIND SPEED=12OMPH. (3 SECOND GUST)
IMPORTANCE FACTOR --1.0
EXPOSURE CATEGORY=8
w
w
MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING
2'-4
�
Q
ZONE 5
p = +21.8 /
0
WINDLOAD CALCULATIO--
ZONE 4
p=+21.5/-24.0
PERCENTAGE OF AREA WITHIN ZONE 4:
A4=11.33=16=0.71fe
PERCENTAGE OF AREA WITHIN ZONE 5:
A5=4.66=16=0.29 ft`
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p = 21:8 (0.9) + 21.8 (0.10)
= 19.62 d- 2.18
= 21.8 psf
AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR:
p = -24.0 (0.71) + - 26.55(0.29)
_ -17.05 + (-7.7)
_ -24.75 psf.
AVERAGE GARAGE DOOR PRESSURE:
p=21.8/-24.8
A R C H I T E C T S
/I�1►
Desi n
ro u Inc.
1441 N. RONALD REAGAN BL%
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
w
W
w
w
�
Q
0
�
J
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0
h
a
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SUBDIV. & LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
„2190"
GARAGE: SWING:
RIGHT
PACE:
WIND LO AD
CALCULATIONS
ARCHITECT -
STATE OF FLO IDA
re n
6 2'lr
JA S CAN1WELL
NO 12079
PRINT
DATE: 10/25/10
SCALE: 1/4"=1'-0"
SHEET
� c or
MODEL SPECIFICATIONS
- GARAGE DRYWALL TO 5E
TAPED, UNPAINTED, UNFINSHED
- WINDOW SILLS TO 5E OPTIONAL
MASTER AND SECONDARY 5ATH
TO RECEIVE 36" MIRROR
- VANITY MIRRORS TO 5E RAISED
OFF 5 ACKSPLASH
- ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
- ALL TU5 FIXTURES TO 5E WALL
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
LOAD 5RG. WALL
3-1/2
N -h )//- 2
ELEC. OUTLET
PER ELEC. CODE
1
DSL.
PL ATE '�I 1� 7
BAil-Zo DETAIL
I COV. PATIO I
101-0"x8'-011 I e
8'-8"
I I
5068 5.G.D.
COVERED PATIO
14'-011 1VI
---------------
4x4 4x4
I POST POST
I I
II
COVERED
PATIO 1
14'-0"X12'-0" ( N
a'- a" CLG.
III
II1111101 171 11
3 COVERED PATIO
PATIO
S Q . FT.
C ALC . '
S
1
-1,-o,, 01' X 5' - 0'1
LIVING (IST.)
LIVING (2ND.)
1041
1152
SQ. FT.
SQ. FT.
TOTAL LIVING
PORCH
GARAGE
2189
56
405
SQ. FT.
SQ. FT.
SQ. FT.
25 -DN 5068 SG.D.
I
TOTAL
PAT 10
OPT. COV. PATIO
OPT. COV. PATIO
2660
35
80
168
SQ. FT.
SQ. FT.
5Q. FT.
SQ. FT.
MODEL SPECIFICATIONS
- GARAGE DRYWALL TO 5E
TAPED, UNPAINTED, UNFINSHED
- WINDOW SILLS TO 5E OPTIONAL
MASTER AND SECONDARY 5ATH
TO RECEIVE 36" MIRROR
- VANITY MIRRORS TO 5E RAISED
OFF 5 ACKSPLASH
- ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
- ALL TU5 FIXTURES TO 5E WALL
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
LOAD 5RG. WALL
3-1/2
N -h )//- 2
ELEC. OUTLET
PER ELEC. CODE
1
DSL.
PL ATE '�I 1� 7
BAil-Zo DETAIL
I COV. PATIO I
101-0"x8'-011 I e
8'-8"
I I
5068 5.G.D.
COVERED PATIO
14'-011 1VI
---------------
4x4 4x4
I POST POST
I I
II
COVERED
PATIO 1
14'-0"X12'-0" ( N
a'- a" CLG.
III
II1111101 171 11
3 COVERED PATIO
51- 111 5'-�II '- 0 161-011 _�II
14'-011 K/ 201-011
34'-0"
1 ST FLOOR PLAN
14
A R C H I T E C T S
Des lnci n
Gr.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
1 ummv. & LOT:
TUSCA PLACE
NORTH
LOT #102.4
PROJECT#
1703.00- -
MODEL:
„2190„
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR
PLAN
IL
ARCHITECT:
STATE OF OF FLO�IDA
6 261
4
J S CANTWELL
NO 12079
PFL
DATE: 10/25/10
SCALE: 1/4$1=1p -0'l
SHEET
2 O F'l f
PATIO
1
-1,-o,, 01' X 5' - 0'1
1
25 -DN 5068 SG.D.
I
I 25 -SH
----—
I
`� GREAT
I DINING
N ROOM I
I a'-8" CLG.
8'-8" CLG.
(CARPET)
(CARPET)
211-411 ('
1110
3'-411
N
ip
Lf
-----
O N
Dw. KWITaCGEN
STAIR DATA
\�,�,
I
��
16 RISERS 'm 1.511
„–
(TILE)
15 TREADS 6 9.5"
ADD 1 RISER 4
I '
I
ISLANp NOOK
as
1
TREAD WITH ELEV.
_ _
4 0x2 0 (TILE)
C
m6'-0"
CSD
4'-4"
I
4X4
5TM OF
4X6 1 0
POST
HDR o ,10
PO5T N
W
RANGE
I —�` t 4
2468
POST
L --J
CNIL
N
0
0
S.
N
1
1
m
42 " LOW °a
WALL W/ (�
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611 WD LAV.
LIP -
GAP
H.S.
41-41
FOYER
3
8 tILE�
1
�
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1
a �
(TILE)
2– CAR GAR.
-
e
I
MT WC.
LINE OF 2ND. FLR. A50VE
—
.068 W/
14 -SH
0
I i
14” SL
TEMP.
m
I I
PORCH
0
-----
--- --
—
0
0
TYP
1
�
16'-0" X 1'-0" O.H.
2A 11_0,1
51- 111 5'-�II '- 0 161-011 _�II
14'-011 K/ 201-011
34'-0"
1 ST FLOOR PLAN
14
A R C H I T E C T S
Des lnci n
Gr.
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
1 ummv. & LOT:
TUSCA PLACE
NORTH
LOT #102.4
PROJECT#
1703.00- -
MODEL:
„2190„
GARAGE SWING:
RIGHT
PAGE:
FIRST
FLOOR
PLAN
IL
ARCHITECT:
STATE OF OF FLO�IDA
6 261
4
J S CANTWELL
NO 12079
PFL
DATE: 10/25/10
SCALE: 1/4$1=1p -0'l
SHEET
2 O F'l f
34'-0"
25'-111 2'-10"
11'-10"
3050 -SH 3050 -SH
EGRESS EGRESS
00 00
L V. OPT. TUB
LAV. 42x60
0. BATH
S'-0" CLG.
4x4 = TILE BEDROOM #2
POST -
A7IV 3'-4° 3'-a" _ S'-0" CCG. �
�► (CARPET)
OWNER'S SUITE 2(o68 4611x34"
VCAR-0`
SHOWERS 4X4
POST
r
BATH #2
42" -NIGH �� � � 8 -0 T� .
WALL pQ0
c� m cam,
_ 4068 53F.
(n ' u u
OFT. OPT. I - �L— ------ `�
61 l'1
to L_—JL--J /C a00 R-1SH
LAUN.
2668 8' -OTIC G. 2668 c o
F.
5-0
17
�I r 74 W-
W.I.C. 2"x36° , �----�
c0 cA I a'-0" CLG. r (p/ 2 `t m U in m
(CARPET) I^ A TS — J LAV_
4'-10" 4 — ol 31-8�
:�::L—___
1R-1SH 1R-1SH — - IR_ ISH —
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C4 m m m
0 DN a 4068 BF. 4065 BF.
4x4 42 ° LOW _'
POST I 3'-6" " 5'-a°
WALL W/ 2'-4
1x6 WD 4X4
CAP POST
BEDROOM #4 BEDROOM #3
OPEN d &I-oll CLG. S'-0" CLG.
I TO (CARPET) (CARPET)
BELOW
2X8 1 2X8
3050 -SH 3050-5H 3050 -SH 3050 -SH
STAIR DATA EGRESS EGRESS EGRESS
16 RISERS a 1.5"
III -loll 11'-i0°
15 TREADS e 95 " 8'
." 4'-5-0" a'-0" S'-0"
ADD I RISER 4 34'-0"
TREAD WITH ELEV.
C40
2ND FLOOR (PLAN
A R C H I T E C T S
Desi n-
Grou inc.
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750,
PH: 407-774-8078
FAX: 407-774-4078
www.abdosigngroup.com
AA M 0003325
SUHDIV. & LOT:
TUSCA PLACE
NORTH --
LOT #1024
PROJECT#
1703.00
MODEL:
"2109,,
GAFLAGE SVfMG:
RIGHT
PAGE:
SECONb
FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
MES CANTWELL
AR NO 12079
DATE 10 2 5 10
SCALE: 1/4"=1'-0"
SHEET
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SUHDIV. & LOT:
TUSCA PLACE
NORTH --
LOT #1024
PROJECT#
1703.00
MODEL:
"2109,,
GAFLAGE SVfMG:
RIGHT
PAGE:
SECONb
FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
MES CANTWELL
AR NO 12079
DATE 10 2 5 10
SCALE: 1/4"=1'-0"
SHEET
3 orl 0
19
RIDGE HGT.Ob _
18'-0" 2ND FL BRCS. HGT.
lI-�11
WINDOW STYLE DETERMINED
PER COMMUNITY
ro" RAISED OR SCORED BAND
(DETERMINED PER
COMMUNITY)
10"-0" 2ND F.F. O
OIL
Ir
/ II
RAISED OR SCORED BAND 0
(DETERMINED PER
COMMUNITY) 4"
12"X48" RAISED OR SCORED
SHUTTERS (DETERMINED PER
COMMUNITY) 2"
I
0'-0" FIN. FLR. _
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FRONT ELEVATION "A"
TEXTURED FIN15H
25'-(o" RIDGE HGT.
j,16-0' 2ND FL BRG. HGT.
19-1
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_ _--$10"-0" 2ND F.F.
PGT.
6" RAISED OR SCORED BAND
(DETERMINED PER COMMUNITY)
0'-0" FIN. FLR.
25'-ro" RIDGE PGT. OL _ _ _ _ _ - _ _ _ _ _ _ - _ 25'-ro" RIDGE PGT.
OFF RIDGE VENT
12
5�
18'-0" 2ND FL BRIG. PGT. j, / \ ':j, 18'-0" 2ND FL BRC. PGT.
11- I
10 0 " 2ND F.F. �
II - _ - 1 - - - _ N 10'-0" 2ND F.F.
- -t _
8'- 8" BRCS. PGT. ,f, _ - - - - I - _ - - - I - - - PGT.
11_mIl
I
V-0" FIN. FLR. �, _ _ _ _ _ _ _ _ _ 0'-0" FIN. FLR.
4--
23
REAR ELEVATION
TEXTURED FIN15P
1/8" THICK, 3 COAT CEMENT
PLASTER OVER GRADE 'D"
FELT PAPER BACK METAL LATH
OVER APPROVED HOUSE WRAP
OR GRADE 'D' FELT PAPER
4'x4' GALV. "L' -TYPE
FLASHING SET IN
ROOFING CEMENT
F15ERGLASS SHINGLES OVER 015
FELT PAPER ON 1/16' O.S.B.
SHEATHING OR 1/2' GDX PLYWOOD
SECURED PER NAILING SCHEDULE
2ND FIN. FLp-
LSU-26
2x6 RAFTERS '`'---__ 12
?8'-8' BRCS. HGT.
LUS26 W/ (4) 10d's 9— ----------
TO
---TO LEDGER AND (2) 10d's -
TO 2x6 JOIST
2X6 LEDGER W/ 1/2"x8"
THREADED ROD 32' O.G.
MAX. SET IN SIMPSON
HIGH STRENGTH EXPDXY
6' MIN EMBED.
1/2'THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2x6 LEDGER SECURED
W/ 1/4' x 4' LAG 5OLT
W/ 2' D IA. WASHER m
24' O.C. MAX
2x6 5LOGKING
AS REQUIRED
COPT. COV. PATIO
ELEV. ABB
(3 -)OPT. COV. PATIO
A R C H IT E C T S
Desi n
rou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
"2199"
GARAGE SWING:
RIGHT
PAGE:
FRONT 8c
REAR
ELEVATION
App
ARCHITECT
STATE OF FLORIDA
J ES AN ELL
AR NO 12079
INT
ATE:
10 2 5
10
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TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
"2199"
GARAGE SWING:
RIGHT
PAGE:
FRONT 8c
REAR
ELEVATION
App
ARCHITECT
STATE OF FLORIDA
J ES AN ELL
AR NO 12079
INT
ATE:
10 2 5
10
SCALE: 1/4"=1'-0"
SHEET
A A
Orl
�
25'-6" RIDGE HGT.
IS' -0" 2N
1-6 25'-6" RIDGE HGT.
RIGHT ELEVATIO""N
TEXTURED FINISH
25'-6" RIDGE HGT. OL _ _ _ – _ _ _ _ _ _ _ _ _ _ _ j� 25'-6" RIDGE HGT.
12
01-F RIDGE vENT
IF
18'-0" 2ND FL 5RG. HGT.
1-0
e
10"-0" 2ND F.F. _ - I _ - - - - - - - - - `�```•.
5RG. HGT. - - - - - - - - - - - - -
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I I
I I
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0'-0" FIN. FLR — _ _ _ _ _ – – – –
LEFT ELEVATIO---A--,-
TEXTURED FINISH
1
■
d4 18'-0" 2ND FL 5RG. HGT.
101-0" 2ND F.F.
6, 8'-5" 8'-8" 5RG. NGT.
I \
8'-8" lot FLR
5RG. HGT.
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LEFT SIMILAR
8'-8" let FLR OL
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ELEv. A45
LEFT SIMILAR
ELEv. Ads
R C H IT E C T S
Groupnc.Desn
L N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
vww.abdesigngroup.com
AA #: 0003325
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SVHDIV. &SOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
"2199"
GARAGE SWING:
RIGHT
PAGE:
LEFT &
RIGHT
ELEVATION
ARCHITECT:
TE OF FLORIDA
GCT 6 '61
JAMEiS CANTWELL
AR NO 12079
PRINT : 10 25 10
S :1/4"=1'-0„
SHEET
5 A 0rltD
HEADER SPAN CHART
UP TO
CONNECTOR SCHEDULE
SINGLE
SIMPSON
4'-11 1/2"
-f'-11 1/2"
DES. UPLIFT
GRAVITY FASTNER
>-
META -16 1450
(1) 10d x 1 1/2 1 -PLY/ (6) 16d 2 -PLY
Z
p
(2) META -16 1985
1900
(10) 10d x 1 1/2 I -PLY
(14) 16d 2 -PLY
V)
HETA-16 1810
(9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY
Q
HETA-20 1810
(9) 10d x 1 1/2 1-1011 (8) 16d 2 -PLY
DBL 2
D5L 2
D5L 2
DBL 2
2035
(10) 10d x 1 1/2 I -PLY
(2) HETA-20
2500
(12) 16d 2 -PLY
MGT + 3965
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIIN. 12' EM5ED), (22) 10d TO WOOD
HGT-2 + 10980
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
HGT-3 + 10530
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD
LTAI 1420
(12) 10d x 1-1/2'
VGT 4940
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3- t0 WOOD
M VGT O-PLY/3-PLY) 1185/889)
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3TO WOOD
MTS -12 1000
(14) 10d x 1 1/2
HTS -16 1150
(16) 10d x 1 1/2
HTS -20 1450
(24) 10d x 1 1/2
LSTA-12 ++ 925
(10) 10d
LSTA-18 ++ 1235
(14) 10d
V)
MSTA-I8 ++ 1315
(14) 10d
n-
MSTA-24 ++ 1640
(18) 10d
W
MSTA-36 ++ 2050
(26) 10d
H
MSTI-36 3800
(36) 10d x 1 1/2
MSTI-48 5065
(48) 10d x 1 1/2
H6 950
(8) Bd TO PLATES, (8) 8d TO STUDS
SP4 885
(6) 10d x 1 1/2' TO STUDS
A33 150
(4) 10d TO BEAM (4) 10d TO POST.
HCP2 645
(b) 10d x 1-1/2'
H10 995
(16) ed x 1-1/2
ABU 44 2200
6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d TO WOOD
Ill
ABU 66 2300
12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 'I" EMII IN CONC., (12116d TO WOOD
W
L7719 +++ 1340
(I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1- EMBED.) IN CONC., (8J10d TO WOOD
=
TT20 +++ 1625
(1) 1/2' A.T. IN HI ST NTH XY (MIN. 1' E .) IN CONC. (2) 501-T TO WOO
0
Z
Q4350
3610
HTT4 4235
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (18) 10d x 1 1/2' TO WOOD
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (18) 16d x 2 1/2' TO WOOD
(1)11 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN GONG. (26) 10d x 1 1/2' TO WOOD
HTT5 4610
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMII IN CONC. (26) 10d t0 WOOD
090
/8EPDXY, D C C 26 6 x 2 /2 O D
HWDQII-SDS 25+ 11,445
11, A..TS.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24)SDS 4' x ' WOOD
SC
1-10-1 6480
(1) 1/8' A.5. IN HIGH STRENGTH EFOXY, (MIN. 1' EM .) IN GONG. (3) ' 6tUD DOLTS TO WOO
M5HA 336/1125 3415
5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP,
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE,
(18)10d TO BEAM
V)
w
HUSC412 (WOOD) 3240
2510 (FLOO (10) 16d TO HEADER, (10) 11 TO WOOD
3140 (ROOF)
W
0
HUC410 (CMU) 1810
5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) t0 CMU (10) 10d t0 WOOD
Z
Q
2
HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO 5U58TITUTM FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. 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 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
W
I-
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 1'
0
A.T.R. ■ A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIEIS)
z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST BE REBPONSI51 E FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STANLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZED PER ASTM-AI53
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' 'HIGH WIND -RESISTANT CONSTRUCTION
C -44W05 -R', T-ANCHORSPEC01, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
STUD REOUIREMENTS
DBL 2x6 LEDGER SECURED TO
BLK W/ 1/2' A.B. OR THREADED
ROD W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH
EPDXY 6" MIN. EMBED. 0 32'
O.G. MAX. SECURE TRUSS TO
LEDGER W/ (2) L-50
HDR. TO 4X4 POST
(2) MTS -12
POST TO SLAB PTT -4
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
SINGLE
STORY APPLICATION
4'-11 1/2"
-f'-11 1/2"
AND UP
51zE
CLEAR SPAN
D5L 2
DBL 2
05L 2
D5L 2
x 6
x 8
x 10
x 12
UP TO 5'-4"
5'-4" TO '11-0"
1'-0" TO 10"-0"
10'-0" AND OVER
TWO STORY APDL I CATION DOWN 5TA 1 R5
3
NUM5ER OF FULL LENGTH STUDS
SIZE
CLEAR SPAN
DBL 2
D5L 2
D5L 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-0"
5'-0" TO 6'-4"
6'-4" TO 8"-0"
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REOUIREMENTS
DBL 2x6 LEDGER SECURED TO
BLK W/ 1/2' A.B. OR THREADED
ROD W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH
EPDXY 6" MIN. EMBED. 0 32'
O.G. MAX. SECURE TRUSS TO
LEDGER W/ (2) L-50
HDR. TO 4X4 POST
(2) MTS -12
POST TO SLAB PTT -4
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8'-0"
U.N.O.
4'-11 1/2"
-f'-11 1/2"
AND UP
NUM5ER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUM5ER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.D.
2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL ESE META -1(
* FLOOR JOIST TO MASONRY/CONCRETE SHALL ESE HETA-fro AT EACH
END AND 32 ON CENTER ON JOISTS PARALLEL TO WALL.
* TRUSS TO WOOD FRAMING SHALL ESE MT6-12
3.TRU68 TO TRUSS CONNECTIONS AND HANGERS SMALL ESE 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.
5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
(o. MIN. 2X4 HIP CUT 5LOC<NG SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU-55 AS PER APA REQUIREMENTS.
M
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IL tJ4 TJ tJ3 i TJ2 11 1 11
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II II II �� I I II II II II �� II �I II II II II II II
II II I II j
u ii a ii I u �� a ii ., a ii u u ii ii u
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(2) META -16
(2) META -16
I
PROVIDE 2X6 5LOCKING
FOR HANGER CONNECTION
(2) HETA-16
RM6D
415J4
~(2) HETA-16
— = 51
d)
45J50A X U U =
�? 4EJ1
DOUBLE TOP PLATE
2x CONTINOUS STRESS
BLOCKING MID WALL
2x STUDS a 16' O.C. MAX
J' T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING= SCHEDULE
2nd FLOOR STUDS TO
FGI FLOOR TRUSS
SIMPSON MSTA-30 6 32'
O.G. MAX
PRE -ENG FLOOR TRUSS
2nd FLOOR STUDS
A TO FG1 BELOW
SCALE: 1/2' =1' -m"
— F501 TO 4X6 POST
(2) MSTA-24 POST TO 2X10 BM TO 6X6 POST
SLA5 HTT-4 (2) MSTA-24
POST TO SLAB
Ami I-e-e-
14UC410
W/8 -3/16'X2'
TAPCONS (4
PER FLANGE)
45J5
45J3
45J 1
(DCOV. PATIO
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L hl (2) MSTA-24
tn � .��� POST TO�SLAGB
i wm,001,
HUC410
W/8 -3/16'X2'
TAPCONS (4
PER FLANGE)
HUC410
W/8 -3/16'X2'
TAPCONS (4
PER FLANGE)
o -c MVM R�E D Xl�'IQP
HUC410
3/16'X2'
:ONS (4
LANGE )
RANE`r' 2/1/10
F A R C H IT E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.dom -
AA #: 0003325
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OXMDIV. & LOT:
TUSCA PLACE
NORTH
LOT #102-4
PROJECT#
1"703.00
MODEL:
"2109”
GARAGE SWING:
RIGHT
PAGE:
FLOOR
]FRAMING
PLAN
ELEVATION
„ A>> _
ARCHITECT:
STATE OF FLORIDA
D/MCTE: 10/25/10
SCALE: 1/4"=11-091
SHEET
O
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I
HEADER SPAN CHART
CONNECTOR SCHEDULE
5'-0" TO
SIMPSON
CLEAR SPAN
DES. UPLIFT GRAVITY FASTNER
}
META -16 14514 (1) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY
Z
Z
0
1985
(2) META -16(10) 104 x 1 1/2 I -PLY
1900 (14)16d 2 -PLY
(n
HETA-16 1810 (9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY
Q
�
HETA-20 1810 (9)104 x I I/2 ]-PLY/ (8) 164 2 -PLY
2
(2) HETA-20 2035 (10) 10d x 1 1/2 1 -PLY
2500 (12) 16d 2 -PLY
NUMBER OF FULL LENGTH STUDS
MGT + (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MN. 12" EMBED), (22) 10d TO WOOD
2
HGT-2 + (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
AT EACH END OF HEADER
HGt-3 + (2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
P114%40
LTAI (12) 10d x 1-1/2'
94
VOT (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SPS 1/4' X 3' TO WOOD
(2)VGT(2-FLYS-FLY) (2) 5/e' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD
MTS -12 1000 (14) 10d x 1 1/2
HTO -I6 1150 (16) 10d x 1 1/2
b
HTO -20 1450 (24) 10d x 1 1/2
LSTA-12 N 9215 (10) 10d
LSTA-18 ++ 1235 (14)10d
N
MOTA-10 ++ 1315 (14) 10d
0-
MSTA-24 ++ 1640 (18) 10d
M
MSTA-36 ++ 2050 !260 10d
N
MSTI-36 3800 (36)10d x 11/2
MSTI-48 5065 (48) 10d x 1 1/2
W
H6 950 (8) 8d TO PLATES, (8) 6d TO STUDS
SP4 885 1 (6) 10d x 1 1/2' TO STUDS
A33 (4) 10d TO BEAM (4) 104 TO POST.
HCP2 (6) 10d x 1-1/2'
H10 (16) ad x 1-1/2
44 6665 (1) 5/8' A.t.'R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 16d t0 WOOD
V)
A15U 66 12000 (1)5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.1' EMBED.) IN CONC, (12A6d TO WOOD
t3610
Cr
LTT19 +++ (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED.) N CONC (8A0d TO WOOD
0
LTT20M +++ (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM D-) IN CON (2) ' BOLT TO WOOD
=
VZZWTT4
CI) 5/e` A1R N HICsH O1RENraTH EPDX(MIN. 1' EMBED.) IN CONC. (IBJ 10d x 1 1/2'TO WOOD
(1) 5/8'ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) N CONC. (IB) 16d x 2 1/2" TO WOOD
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONC. (26) 10d x 1 1/2' TO WOOD
HTT5 (1) 5/e' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d t0 WOOD
5 (1) 5/0' A.T.R. IN HIG14EPDXY, 1- EMBED.) C. 6 6d x 2 1/2' TO WOOD
441-1DQ11-SAS 2B4 IIA45 (1) 11 AT.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN 'CONC, (24)ODS a' x ",WOOD
SCREWS
(1) /8' Aa N WIG44 STRShraTH EPDXY, (MN. T .) N CONC (3)A' SIM BOLTSTO WOOD
M5HA 356/1125 3415 5330 (1) 3/4' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP,
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE,
(18)104 TO BEAM
V)
HUSC412 (WOOD) 3240 2510 1FL00 (10) 16d TO HEADER (10) Ibd TO WOOD
3140 (ROOF)
W
0
44UC410 (CMU) 1810 5085 18-1/4" x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD
Z
4
Z
HIGH STRENGTH EPDXY ■ SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' PEEP, THE VERTICAL CELL N CM.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 IS REQUIRED FOR THIS APPLICATION, PRIOR TO INSTALLATION.
W
+++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
0
A.T.R. - A-301 ALL THREAD ROD (SIZE PROTECTION TYPE LENGTH ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IO USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZED PER ASTM -A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE
ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WND-RESISTANT CONSTRUCTION
C -1-11005-R', t-ANCHORSPEC01, AND ANC14ORNG * FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
STUD REOUIREMENTS
MAXIMUM HEADER SPAN (ft.)
SINGLE STORY APPLICATION
5'-0" TO
SIZE
CLEAR SPAN
DSL 2 x 6
DSL 2 x 8
DBL 2 x 10
DSL 2 x 12
UP TO 5'-4"
5'-4" TO "1'-0"
-I'-0" TO 1011-0"
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
NUM5ER OF HEADER STUDS
SIZE
CLEAR SPAN
DBL 2 x 6
DSL 2 x 8
DBL 2 x 10
DSL 2 x 12
UP TO 5'-0"
5'-0" TO 6'-4'
6'-4" TO 8"-0"
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REOUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8'-m'
U.N..O.
4'-11 1/2'
7'-11 1/2°
AND UP
NUM5ER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL 5E META -1(o
* FLOOR JOIST TO MASONRY/CONCRETE SHALL 8E HETA-leo AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
* TRUSS TO WOOD FRAMING SHALL 5E MTS -12
3.TRUS5 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 REQ. ARE STANDARD UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA.
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
TRUSS TO 4X4 POST
HTS -20
POST TO SLK
HTT-4
TRUSS TO 4X4 POST
HTS -20
POST TO BLK
NTT -4
Cv}
c(1 l[1
m m
CD fQ
7 � 7
m � iSl
9 1
211 � MOO
TRUSS TO 4X4 POST
HTS -20
POST TO BLK
HTT-4
TRUSS TO 4X4 POST
HTS -20
�— POST TO BLK
HTT-4
RANE1' 2/1/10
A R C H I T E C 78
DesonGroun�.
LONGWOOD, FL 32750 ..
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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PROJECT#
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MODEL:
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RIGHTN
PAGE:
ROOF
FRAMING -
PLAN
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[ARCHITECT
STATE OF FLORIDA
)
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CANTWELL
NO 12079
PRIKT
DATE: 10/210
SCALE: 1 /4" =1' — 0"
SHEET .
ARCH IT EC TTS
Deslgn
Group inc.
N. RONALD REAGAN B
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
rww.abdesigngroup.con
AA #: 0003325
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FIRST
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ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
C^1 j'D''2
JAWS CANTWELL
r NO 12079
D TE: 10 210
SCALE: 1 /4" =1' — Glo
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ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
125V OUTLET
20 AMP
81NGLE POLE
W
I1mV OUTLET
I/2 OF OUTLET
110V OUTLET
WIPED t0
SWITCH
EojlfmD WITH
IIOV OUTLET
GROUN�DU FAULT
RTANT
GFI
(TA41
220V OUTLET
4 WIRE
V
CONNECTION
EXTERIOR
GROUND FAULT
GFI
WATERPROOF
INTERRUPTER
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(
SWITCH
SWITCH
3 -WAY OPER
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4 -WAY OPER
�'�
WALL
Y
MOUNTED
L IGHT
CEILING LIGHT
Q
VAPOR
Pi;ZOOF
LIGHT
�' 1
RECESSED
cow
CAN
I CFM PER
VENT. FAN
SQ. FT.
VENT. FAN
1 CFM PER
ri
W/LIGHT
SQ. FT.
2' LIGHT STRIP
W LIGHT STRIP
4' RECESSED
FLUORESCENT
2-5111-13 WRAP
LIGHT
AROUND
_
2' FLUORESCENT
z
4' FLUORESCENT
4' TRACK LIGHT
®
PANEL
METER
SMOKE
BATT. BACK-UP
05.RDWIRE
1-D.
DETECTOR
W, IN ER-
LUALL
BATT. BACK-UP
MOUNTED
W/ HARDWIRE
S D.
IONNEG
DETECTOR
G ED
BATT. BACK-UP
CARSON
MONOXIDE/
W/ HARDWIRE
INT(Q
CONNECTED
K.YS/CO
SMOKE DETECTOR
SHALL BE A
COMBO
DISTANCE OF NOT
LESS THEN 4'
FROM WALL
PENDANT
LIGHT
NATURAL GAS
OUTLET
.
TELEPHONE
JACK
WH
WATER HEAT.
DISCONNECT
AIR CONO.
A/C
DISCONNECT
Tv.
TELEVISION
JACK
CEILING BOX
RI=QUIRED TO
5E SUPPORTED
J
O
J -BOX
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
CEILING
FAN/LIGHT
CEILING 15OX
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5E SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
KP
❑
SECURITY
KEYPAD
PUSH-
FOR
B.
BUTTON
CHIMES
NOTES:
* LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED a HOME=OWNER
PRE -CONSTRUCTION MEETING.
* ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO 5E ARC FAULT PROTECTED
PER NEC 210.12(b)
* 20 AMP DEDICATED LAUNDRY CIRCUIT.
* GFI m ISLAND (NOT ON KITCHEN CIRCUIT)
* DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
* BATHROOM EXAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT.(FBC
2001,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.C. 2005 ARTICLE 300.(8) (2)
* ALL RECEPTACLES TO BE TAMPER-
RESISTANT TYPE
2ND FLOOR ELECTRICAL PLAN
2' VTR 2"� 3' VTR
PLUMBING RISER DIAGRAM
TO
MAIN
A R C H I T E C T S
Desoin
Gournc.
1441 N. RONALD REAGAJBLVD.
LONGWOOD, FL 32PH: 407-774-607FAX: 407-774407www.abdesigngroup
AA #: 0003325
SU3BDiV. & LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
2199"
GARAGE .9. VfMG:
RIGHT
PAGE:
SECOND
FLOOR
]ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
C 6 lti
JA S CANTWELL
R NO 12079
pD 'TE 10/2p/lo
SCALE: 1 1/411=10 -Opt
SHEET 9
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SU3BDiV. & LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
2199"
GARAGE .9. VfMG:
RIGHT
PAGE:
SECOND
FLOOR
]ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
C 6 lti
JA S CANTWELL
R NO 12079
pD 'TE 10/2p/lo
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SCALE: I/2' ■ 1' -0'
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A OMITTED DOWELS
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SCALE: 1/2"-1'-0'
rp I' RECESS FOR
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11 GARAGE DOOR FOOTING
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U
TEXTURED FINISH
R-11 INSULATION MIN.
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REBARoNCHAIRS
2 -STORY
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lU 45 REBAR VERTICALLY W/ CONC,
POUR CELL
R-4.2 INSULATION
S' CMU
°4
;
VARIES PER ELEV.
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z WOOD BASE
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6 -MIL POLY
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ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
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(3) 45 REBAR a 2 -STORY
a'
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TYP. REBAR LAP
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HORIZONTAL/VERTICAL
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AT LINTEL CORNERS
D W BLOCK WALL
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B SCALE: 1/2'-1'-0"
C SCALE= 1/2'•1'-0'
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SCALE= I/2'•I'-0'
EXTERTO R ]�'O O TE�� AT ]�'TNI� H SLAV TO EBE M]CEL�T. ELS" �EL,O W UNDI T7CT�EB]ED 0 ][]L,
�—TEXTURED FINISH
F�x�— R -II INSULATION MIN.
STUDS 16' OZ. MAX
1] 1/2' GYP. WL. BD.
Lu WOOD SASE
SECURE BT. PLATE TO BLK W/
r ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 'I'
EMBED. MIN. 4 32' OC MAX.
OF
a'
a
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2 -STORY FOOTING
3 A W FRAME WALL
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8' cMu
z CURB HEIGHT VARIES
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REINFORCING AT
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41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
GROUTED BOND BEAM
VARIES PER ELEV.
w
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REBAR W/ S' HOOK
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W
°
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41 N. RONALD REAGAN BLV
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
JUHDIV. & SOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1"703.00
MODEL:
2199"
G "AGi'E 9'WMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT
8TATE OF FLORIDA
JA S CANTWELL
NO 12079
DAflqT
TE: 10 /2 5 10
SCALE: 1/4"-1'-0
w
04
W
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E.
0
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Z
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JUHDIV. & SOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1"703.00
MODEL:
2199"
G "AGi'E 9'WMG:
RIGHT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT
8TATE OF FLORIDA
JA S CANTWELL
NO 12079
DAflqT
TE: 10 /2 5 10
SCALE: 1/4"-1'-0
f
PANEL ANCHOR
SEALANT
SEALANT
3/8" -EXPANSION STRIP
FREE OF MORTAR
PANEL ANCHOR
1/4" EXP. BOLI
TWO PER ANCHOR
WALL FRAME SHOWN HERE
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING CAN BE
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
i7
�H11
PANEL ANCHOR STYLE CONSTRUCTION
❑® R
❑e
SECURE 2x4 ON
FLAT TO BLK
W/ GUT NAILS.
0
SECURE 2x6 MIN. TO BLK W/ (2)1Y
ANCHOR BOLT W/ 2' WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED.
�-- SIDES:
2X6 GARAGE DOOR BUCK W/ (3)
VXS' J -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'XYe WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR t0 FILLING.
1-2X(o PT BLOCK a CENTER OF
DOOR HEADER W/(1)}2'X8' J -BOLTS
4' EMBEDMENT W/ 2'X2 "XVs' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE=: 1/2'-V-0"
�1 NOT USED
0
L INTEL PLATE
— 3/8" EXPANSION STRIP FREE OF MORTAR
LINTEL
SEALANT TO BE MIN.
1/2" DEEP
SEE NOTE
EXPANSION STRIP
PANEL ANCHOR
GLASS BLOCK
NOTE: THIS DIMENSION IS
DETERMINED BY THE ANTICIPATED
DEFLECTION OF TE STRUCTURAL
MEMBER ABOVE THE GLASS BLOCK.
" PANEL REINFORCING 6) EVERY OTHER
BED JOINT MUST EXTEND THE
ENTIRE LENGTH OF THE PANEL BUT
NOT ACROSS EXPANSION JOINTS
GLASS BLOCK
POSITION (2) 1-1/4" 8-4
HEX WASHER HEAD WITH
ANTI -CORROSIVE COATING
TIGHT TO BEND OF ANCHOR
AND END OF SLOTTED HOLE
TYPE S OR N MORTAR
1/4" MIN. 1/2" MAX.
PANEL REINFORCINGI /
MORTAR
ASPHALT EMULSION
1-3/4" X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED. TO
GABLE END
W/(2)12d6II UPRIGHT
2X4 SECURED TO
GABLE ENG W/(2)124
O.G.
�L-30 0
GABLE BLOCKING
TRUSS 2x4 BLOCKING
a EA. RAFTER
L-30 EA.
RAFTER
142.5 EA.
RAFTER
2x4 RAFTER
a 24' O.C.
2x4
FRAMING
(TYP)
4 FRAMED OVERHANG
N.t.B.
2X4 DBL TOP PLATE
2x4 METAL STUD
24" O.C.
1/2" DRY WALL
2X4 16' O.G. MAX
2X4 PT.
5T. PLATE
MIN. I' EMBEDMENT
" 2' DIA. WASHER
,s 32' O.C. MAX
*5 RE5AR CONT.
)�WO�ODFRAME TO BLK.
SCALE:: I/2" • 1' -0'
SPARK ARREST
T-4 1/2' PER MANUFACTURER
IX2 PT. TOP OF BOX —
OBL. TOP PLATE
2X4 STUD
II II
II II
TEXTURED FINISH OVER -
PAPER BACK EXP. MET.
LATH. W/ ON 0.8.8.
SHEATHING OR j' CDX
PLYWOOD
PRE. ENG. TRUSS
1 A N VIUr�vrALr1/2
: ' =
SIMPSON H-5 (MIN.)—
Is
MINDIs 2X4 t0 TRUSS
PRE. ENCS. TRU85
SP4 OR H-5 TOP PLATE TO STUDS
2"-0" ABV. 10"-0' LEVEL TO ROOF
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
0
SIMPSON H-5 (MIN.)
a 2X4 TO TRUSS
DiCHIMNEY DETAILS
SCALE: 1/2' =1' -0"
PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS m 16' O.G.
MAX
SIMPSON LSTA-12 g EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS is 16" D.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN J" OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADE=R
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
USE 12d NAILS, TWO WITHIN 6"
FROM EACH END 4 NO MORE
THAN 12' D.G. STAGGERED
8P4 OR 1-15 0 TOP AND
BOTTOM PLATES m EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING t0 LAP TO TOP
OF MA50NRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
TYP. EXTERIOR WINDOW/ FLR LINE.
r� DOOR OPENING WD FRAMED
SCALE: 1/2"-V-01
NAILING SCHE1DUL_E
ROOF DIAPHRAGM
USE 1/16" 0.8.8. OR 1/2" COX 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 *8 GUN NAILS tv 4' O.G.
EXTERIOR SHE=ATHING
USE 7/16" O.S.B. OR 1/2" PLY WITH "S RING SHANK GUN NAILS AT 6' O.G. AT
PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND *8 RING SHANK GUN NAILS AT 6" D.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
N,4IL fREQUIRE1' ENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR
ad
ROUNDI"fODIFIED
1 1/8'
.113
110,000
WITHIN a' OF EACH
OR T
END AND 18" O.C. MAX
m LL
SPACING.
l0d
ROUNDMODIFIED
21/8'
.128
110,000
ORT
Q
TOP CORD BLOCKING AT 4'
O.G. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS
STAPLE, NAIL 4 TOOL ASSOCIATION
1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING
RING DIAMETER OF 0.012 OVER SHANK DIAMETER
3 16 TO 20 RINGS PER _INCH
4 0.200 INCH FULL ROUND HEAD DIAMETER
5.2 INCH NAIL LE=NGTH
ROOF SHEATH 44NIG:s L,4�OUT
,AND ENDWALL 5RACING
FOR G,45LE END FR,4l-llN6x
SECURE 2x TO BLOCK
W/ (2) 1' TAPCONS OR
a
dl
I
DRIVE PIN
!
(MIN 814ANK SIZE .145)
(MIN EMBED. 1 J")
ol
WITHIN a' OF EACH
a
END AND 18" O.C. MAX
m LL
SPACING.
j' O.S.5. SHEATHING OR
GDX PLYWOOD
2x4 BLOCKS '
CMU WALL
6 ARCH WINDOW FRAME A SECTION
SCALE: 1/2'
NOTE.- TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT RE=QUIRED EXCEPT 9 OPENINGS
V RING SHANK GUN NAILS a 4' O.0
TOP 4 BOTTOM EDGES
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2X4 STUD 16' O.G.
1/16" 08.5.
1/2' A.B. W/ MIN.
I" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
2
SCALT40 E: 1BLOU
/2' =1
V-4
2X4X4' SE=CURE TO TRUSS W/ 3-12d
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'
C
0
8 RING SHANK GUN NAILS
6" O.G. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
COb V DECK SCREWS is 6"-8'
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF BUB -FLOOR
SHEATHING
TYP. 3/4" TOG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENG. TRUSS
DSL. 2X TOP PLATE
-1/116" 0.8.5.
2X BLOCKING a
TOP OF
1/16' O.S.5.
2X STUDS 16" O.C. MAX.
2X BTM. PLATE
Q
3/4' FLOOR DECKING Lu
PRE- ENGINE=ERED
FLOOR TRUSS co
2x4 a TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK.
W/ 1/4" GAP FROM BLK. t0 O.S.B.
O HORIZONTAL 2'X S.P.F. STRUCTURAL BLOCKING At
PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN
Q RE=MAINING 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 SHE=ET BELOW
Q INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2"=1'-0'
A R C H I T E C T S
Desi n
Grou �n�.
41 N. RONALD REAGAN BLS
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
V~.abdesigngroup.com
AA #: 0003325
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2X4 STUD 16' O.G.
1/16" 08.5.
1/2' A.B. W/ MIN.
I" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
2
SCALT40 E: 1BLOU
/2' =1
V-4
2X4X4' SE=CURE TO TRUSS W/ 3-12d
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'
C
0
8 RING SHANK GUN NAILS
6" O.G. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
COb V DECK SCREWS is 6"-8'
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF BUB -FLOOR
SHEATHING
TYP. 3/4" TOG SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENG. TRUSS
DSL. 2X TOP PLATE
-1/116" 0.8.5.
2X BLOCKING a
TOP OF
1/16' O.S.5.
2X STUDS 16" O.C. MAX.
2X BTM. PLATE
Q
3/4' FLOOR DECKING Lu
PRE- ENGINE=ERED
FLOOR TRUSS co
2x4 a TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK.
W/ 1/4" GAP FROM BLK. t0 O.S.B.
O HORIZONTAL 2'X S.P.F. STRUCTURAL BLOCKING At
PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN
Q RE=MAINING 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 SHE=ET BELOW
Q INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE: 1/2"=1'-0'
A R C H I T E C T S
Desi n
Grou �n�.
41 N. RONALD REAGAN BLS
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
V~.abdesigngroup.com
AA #: 0003325
h
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SLTBDIV. & LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1'03.00
MODEL:
2199"
GAIRAGE SW114G:
RIGHT
PAGE:
MIS C .
DETAILS
ARCHITECT
STATE OF FLORIDA
G 6 1C" fl
PF�rI'T
DATE: 10 2 5 10
SCALE: 1/4"=1'-0"
SHEET
1) 2 Oirl 10
-11
F15ERGLASS SHINGLES 2x4 BLOCKING 5ETWEEN2x4 BLOCKING BETWEEN
OVER 1*15 FELT PAPER ON TRUSSES AT FIRST TWO BA`T'S FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS
O.S.B. SHEATHING OR4'-0" O.C. (AT SHEATHING OVER #15 FELT PAPER ON 4'-0" O.G. CAT SHEATHING
CDX PLYWOOD SECUREDSE,gMS) 16 0.5.5. SHEATHING OR
SEAMS)
PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS
—PRE -ENG GABLE TRUSS PER NAILING SCHEDULE
P.T. Ix2 W/ MTL. DRIP EDGE2x4 NAILER MTL. DRIP EDGE A CONT_ 2x4 RAT RUN SECURED W/ (2)
FIBERGLASS SHINGLES 2x4 SUB -BAND 126's a EACH TRUSS
CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED s MID. POINT OF
OVER #15 FELT PAPER ON ALUM. SOFFIT W/ (2)126's a EACH TRUSS ALUM. SOFFIT TRUSS SPAN OR 10'-0" O.C. MAX.
O.S.B. SHEATHING OR STIFFBACIG AT ALL UPRIGHTS TO BE INSTALLED a MID. '
CDX PLYWOOD SECUREDOVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS
PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES.
.. CONDITION.) HIGH (SEE SEALED ENG. J" GYPSUM BOARD OR
° SEE ENERGY GODS FORMS FOR SIZE � CONDITION.) NIGH STRENGTH CLG.
PRE -ENG TRUSS SEE ENERGY CODE FORMS O.S.B. SHEATHING OR FOR INSULATION R -VALUES. 1..
FOR INSULATION R -VALUES. 1-1 O_S.B. SHEATHING OR 2 BOARD
MTL. DRIP EDGE CDX PLYWOOD. ATTACHED I" GYPSUM BOARD OR �" CDX PLYWOOD. ATTACHED
8" GYPSUM BOARD OR I" HIGH PER NAILING SCHEDULE ON 2 2x4 NAILER
STRENGTH CLG. BOARD SHEET DS HIGH STRENGTH CLG. PER NAILING SCHEDULE ON 2x4 a 24" O.C. a INTERIOR
2x4 SUB -BAND BOARD SHEET D5 KNEE WALL
VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK 7/S�� THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK -�
W/ (1)5 RE5AR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 RE5AR CONTINUOUS �8 THICK, 3 GOAT GEMENT PLASTER OVER GRADE CONC. FILLED LINTEL BLK
EMBED. STRAP VERIFY W/ PRECAST LINTEL "D" FELT PAPER BACK R-4.2 BATT. INSUL. "D" FELT PAPER BACK W/ (1) 05 RE5AR CONTINUOUS
METAL LATH OVER METAL LATH OVER
TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL
WINDOW ATTACHMENT AS OR GRADE "D" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT �-- WINDOW ATTACHMENT AS
'"THICK, 2 GOAT GEMENT PER MANUFACTURESPAPER PER MANUFACTURES PAPER' PER MANUFACTURES
PLASTER APPLIED 7,SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS
DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SILL
(1) 05 RE5AR VERTICALLY SECURE GABLE TO 2x(o P.T. (1) "5 RE5AR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) 05 RE5AR VERTICALLY
�.-- W/ CONC. POUR CELL PLATE W/ 126's 5" O.G. MAX -- W/ CONC. POUR CELL PLATE W/ 12d's all O.G. MAX — W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS SECURE 2x(o P. PLxro
TATE TO 1x2 P.T. FURRING STRIPS SECURE 2PT. PLATE TO Ix2 P.T. FURRING STRIPS
�° , �`
a 1�O" 0. C. BLK W/ '"x9" ANCHOR BOLT W/ a 1(0" O.C. LK W/ '"x9" ANCHOR BOLT W/ a 1(0" O.C.
2" WASHER SET IN SIMPSON " 2" WASHER SET IN SIMPSON
,,.--- 8 GMU a
'� S CMU --- S" GMU
I HIGH STRENGTH EPDXY i" HIGH STRENGTH EPDXY
1/2 GYP. WL. 5D. 1/2 GYP. WL. BD. 1/2 GYP. WL. BD.
WOOD BASE EMBED. MIN. a 32" OG MAX. �`_��_ WOOD BASE EMBED. MIN. a 32" OC MAX. WOOD BASE
Q a A N a"THICK, 2 COAT CEMENT a: 2"THICK, 2 COAT CEMENT °. o
-- ,--- 7N
PLASTER APPLIED PLASTER APPLIED a
° } a
a DIRECTLY TO MASONRY°
000,
DIRECTLY TO MASONRI' m ° ° m °
a �.• a a •' • 4 �•--ter-• a
4 4
1- STORY GABLE
1- STORY 1 -STORY GABLE W/ VAULT CLG.
BLOCK WALL 1A BLOCK WALL 1B BLOCK WALL
SCALE: 3/4"=V-0` SCALE: 3/4`=V-0" SCALE: 3/4"=I'-0"
2X4: ® 2X4: ® 2X4: CM
SECURE TO BLOCK W/ �(`' SECURE TO BLOCK W/ %% 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 (MM. SHANK SIZE .145
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 14") MIN EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 4 WITHIN S' OF EACH END 4 WITHIN S' OF EACH END 4
18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.G. MAX SPACING.
a' GMU 2X6: ® 2k6: ® 2X6' ® NOTE: STRUCTURAL 2X MUST
Y,' DRYWALL SECURE t0 BLOCK W12-%' NOTE: STRUCTURAL 2k MUST SECURE t0 BLOCK W/2-11WSECURE t0 BLOCK W/1-1/4, BE ON OUTSIDE < SECURED
1"X4' OR I'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
(MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL
1x4 P.T. OR 6/4'X4' MIN. SECURE MIN. HEAP SfZE 300 % TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 MI6" TAPCON MIN 1-Y4"
THRU FRAME 4 EXTEND 1-Y4' MIN. EMBEDMENT 1)'4') EMBEDMENT INTO BLOCK MIN, EMBEDMENT 1 Y4") W6' TAPCON MIN. 1-Y4' MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK.
INTO BLOCK W/ %.' TAPCONS WITHIN S" OF EACH END aWITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4
„ OR DRIVE PIN 1S' O.G. MAX SPACING. S' CMU 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. a" GMU
-I/1�„ O.S.B. OR GDX (MIN. SHANK SIZE .145 J�' DRYWALL 8” CMU DRYWALL
T1'VEK BUILDING WRAP MIN. HEAD SIZE .300 2Xa: ® WA
I"X4' OR I'X2' P.T. NAILER 2Xa: ® A' DRYWALL
2k8:
MIN. EMBEDMENT 1-Y4" SECURE TO BLOCK W/2-%' SECURE t0 BLOCK W/2-346' SECURE t0 BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER
WITHIN 8' OF EACH END 4 18' TAPCONS OR DRIVE PIN 3f6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN I X4 OR I X2 P.T. NAILER TAPCONS OR DRIVE PIN 3(6' D.S.B. X 4" MIN.
PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 ``----DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 POOR CASING
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
GALV D MTL. LATH DOOR CASING MIN. EMBEDMENT 1 Ya') DOOR JAMB OR WINDOW MIN. EMBEDMENT 1,V4DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW
DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH TU 2X PER WITHIN S' OF EACH END 4 ATTACH t0 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER
TEXTURED ATTACH t0 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS.
FINISH 6 WOOD MANUFACTURES DETAILS.
WOODWEEP SCREED NOTE: SHIM `AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
CONSTRUCTION DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/1,6" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16"
(L WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3 WINDOW TO BLOCK +3-7/16"
z A C E SCAL[=: ,'=,'-m' `.' SCALE:
cv ,� SCALE: I =1 -0 SCALE: 1 - I -0
< 2X4: ® 2X4: ® 2X4: ® 2X4: CM
S" CMU SECURE TO BLOCK W/ X16' SECURE TO BLOCK W/ )ib' SECURE t0 BLOCK W/,' 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
MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
FIN1 H MASONRY MIN. EMBEDMENT 1,49 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1)14") NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4')
WITHIN S' OF EACH END 4 WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 BE ON OUTSIDE 4 SECURED WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING. 18' O.G. MAX SPACING. 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL I8' O.C. MAX SPACING.
2X6: ® 2X6: ® 34" ' 2X6: CEM
2X6: ® g, TAPCON MIN. 1-Y4
SECURE t0 BLOCK W/2-3{6: SECURE t0 BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-4' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4'
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145
THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 a" CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED
MIN. HEAD "SIZE 300 MIN. HEAD SIZE 300 �� TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 12' DRYWALL MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL
WEEP P C EED
MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y4) EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") I'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4') %" TAPCON MIN. I -Y4'
WOOD
S' OF EACH END 4 WITHIN S" OF EACH END 4 a" GMU WITHIN S" OF EACH END 4 WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK
�/�]
DETAIL d V O D T O 18' O.G. MAX SPACING. 8' CMU DRYWALL 18' O.G. MAX SPACING. 18' O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING.
STRUCTURAL MEMBER W/(2)12d 8" CMU
�'v 2X8: ® �� � 2X8: ® � 2X8: ® 15" DRYWALL
LOCK CONNECTION Ii' DRYWALL 2XS' ® I X4 OR I'X2' P.T. NAILER WITHIN S OF EACH END 4 6 SECURE t0 BLOCK W/1-1/4`
SECURE t0 BLOCK W/1-�(6' , , SECURE t0 BLOCK W/2-3{6' SECURE t0 BLOCK W/2-3(6' �� ,
1 X4 OR 1X2 P.T. NAILER --I'P.T. X 4 MIN. TOS O.C. MAX I X4 OR I X2 P.T. NAILER
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN
SCALE: 1 1/2"=I' -0'l (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 JAMS OR WINDOW DOOR CASING
MIN. EMBEDMENT 1 Y4") ATTACH t0 2X PER MIN. EMBEDMENT 149 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 4 WITHIN S" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW
MANUFACTURES DETAILS. ATTACH TO 2X PER
18" O.G. MAX SPACING. IS' O.G. MAX SPADING. 18' O.G. MAX SPACING. 18" D.G. MAX SPACING.
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/4' WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 21/
4"
SCALE: 1' =1'-0' SCALE: 1' =1' -0" SCALE: 1' =1' -m"
R C H IT E C T
5
Desi n
G rou Inc.
N. RONALD REAGAN E
.ONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
vw.abdesigngroup.con
AA #: 0003325
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SVHDIV. & LOT:
TUSCA PLACE
NORTH
LOT #102-4
PROJECT#
1703.00- M.
MODEL:
„2190„
GARAGE 3 WING:
RIGHT
PAGE:
MONOLITHIC
1 -STORY
WALL
SECTIONS
& NOTES'
rARCHITECT:
STATE OF FLORIDA
rm 2 6 SID
JA S CANTWELL
R NO 12079
PAiDA' E: 10/25/10
SCALE: 1/4"=1'-0"
SHEET
1) 3 O Fl 0
FIBERGLASS SHINGLES FIBERGLASS SHINGLES
OVER #15 FELT PAPER ON OVER #15 FELT PAPER ON 2x� BLOCKING BETWEEN
. .
x/16" OS.BSHEATHING OR " TRUSSES AT FIRST TWO BAYS
�" O.S.B. SHEATHING-: OR - 4'-0 O.G. CAT SHEATHING
CDX PLYWOOD SECURED CDX PLYWOOD SECURED
PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS)
PRE -ENG TRUSS I EDGE PRE -ENG GABLE TRUSS
r i MTL- DRIP
SEE ENERGY CODE FORMS 2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED
MTL. DRIP EDGE --�� W/ (2) 126's a EACH TRUSS
FOR INSULATION R -VALUES. ALUM. SOFFIT
2x4 SUB -BAND s" GYPSUM BOARD OR2" STIFFBACK AT ALL
VENTED ALUM_
HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10
SOFFIT BOARD HIGH (SEE SEALED ENG.
DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE CONDITION) SEE ENERGY CODE FORMS
TRUSS PLAN SECURE 2x4 PLATE TO FOR INSULATION R -VALUES.
WINDOW HEADER SIZE"
3
VARIES PER WINDOW WALL W/ Sx6" THRU-BOLTS
OPENING SEE HEADER 32" O.C. MAX THEN S" GYPSUM BOARD OR
SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG.
DETAILS WINDOW ATTACHMENT AS PLATE W/ 126's S" O.G. MAX BOARD
PER MANUFACTURES OR
16 O.S.B. SHEATHING OR 2° SPECIFICATIONS SECURE GABLE TO DBL DOUBLE TOP PLATE
CDX PLYWOOD. TOP PLATE W/ SIMPSON
ATTACHED PER NAILING WINDOW SILL HTC4 1@ 24" O.C. MAX
SCHEDULE ON SHEET DE% 2x STUDS -8 16" O.C_ MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS
s R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER
7/s" THICK 3 COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATfONS
PLASTER OVER GRADE" T 4 G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL
"D" FELT PAPER BACK AND NAILED AS PER
NAILING SCHEDULE O_S.k3. S1-4EATHfNC OR 2x STUDS a 1(o" O.C. MAX W/
METAL LATH OVER CDX PLYWOOD.
APPROVED HOUSE WRAP ATTACHED PER NAILING R-11 BATT_ INSUL_ MIN.
OR GRADE "D" FELT r SCHEDULE ON SHEET D5�---4" T 4 G SUBFLOOR GLUED
PAPERAND NAILED AS PER
NOTE: SHEATHING MUST THICK, 3 COAT CEMENT.
PLASTER OVER GRADE NAILING SCHEDULE
NOT BREAK 1'-0" MIN. "D" FELT PAPER BACK
FROM 2ND FLR LINE METAL LATH OVER
2x4 CONT. TOP AND PRE -ENG FLOOR TfizUSS APPROVED HOUSE WRAP
BT. OF FLR TRUSS (TOP (INSTALL PER MFG. SPECS.) OR GRADE "D" FELT
2x4 SUPPORTS BT GYPSUM BOARD OR PAPER
PLATE OF 2ND FLR, BT. HIGH STRENGTH CLG.
2x4 IS FOR WALL -ENG FLOOR TRUSS
BOARD NOTE: SHEATHING MUST PRE
NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.)
SHEATHING NAILER) CONC. FILLED. LINTEL BLK FROM 2ND FLR LINE 5-" GYPSUM BOARD OR I"
WEEP SCREED W/ (1) *5 REBAR CONTINUOUS HIGH STRENGTH CLG.
IEEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. TOP AND BOARD
BT. OF FLR TRUSS (TOP
EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT
WINDOW ATTACHMENT LONG. FILLED LINTEL BLK
T AS
W/ TRUSS PLAN PLATE OF 2ND FLR, BT. W/ (1) S REBAR CONTINUOUS
PER MANUFACTURES 2x4 IS FOR WALL
SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL
z"THICK, 2 COAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS
PLASTER. APPLIED (1) *5 REBAR VERTICALLY WEEP SCREED VL PER MANUFACTURER
DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPEC IF[CATIONS
1x2 P.T. FURRING STRIPS _----PRECAST SILL
JA
16" O.G. EM�3ED. STRAP VERIFY .---' (1) 05 REBAR VERTICALLY
STORY W/ TRUSS PLAN
W/ GONG. POUR CELL
S CMU _
FIRST FLOOR a � 1..THI1x2 P.T. FURRING STRIPS
I/2 GYP. WL. BD. 2 CK, 2 COAT CEMENT
BLOCK SECOND �-- WOOD BASE PLASTER APPLIED e 16" O.C.
FLOOR FRAME DIRECTLY TO MASONRY I
all cMU
SCALE: 3/4°=1'-0° — STORY GABLE 1/2° GYP. WL. BD.
g � WOOD BASE
FIRST FLOOR
�—a---
BLOCK SECOND 4 4 M =-
4
4
FLOOR FRAME 4
1A
SCALE: 3/4`=I'-0"
4
d
O.S.B. SHEATHING OR CDX
2x STUDS 16" O.C. MAX W/ PLYWOOD. ATTACHED PER
R-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET R STUDS -11 BATT. INSUL. MIN.
16" O.G. MAX W/ 1116" O.S.B. OR ° GDX
R
" T 4 G SUBFLOOR GLUED5 3i T G SUBFLOOR GLUED TYVEK BUILDING WRAF
AND NAILED AS PER _; s THICK, 3 COAT GEMENT PAPER BACK
PLASTER APPLIED TO METAL AND NAILED AS PER GALV'D 1"ITL. LATH
NAILING SCHEDULE LATH OVER 2 LAYERS OF NAILING SCHEDULE
GRADE D BUILDING PAPER �/8" TEXTURED
.' FINISH a WOOD
OR PAPER BACKED LATH
WOOD WEEP SCREED
OVER AN APPROVED HOUSE
UCTIDN
WRAP �; CONSTR'
�<
RIM BOARD ( INSTALL PER J
r.
PRE -ENG TJ FLOOR TRUSS MFG. SPECS.) PRE -ENG TJ FLOOR TRUSS all GMU
WEEP SCREED
" GYPSUM BOARD OR 1/2" TEXTURED
s" GYPSUM BOARD OR
(SEE DETAIL 2A)
ST ENGTH CLG. BOARD EMBED. STRAP VERIFY HIGH STRENGTH CLG. FINISH 1'1ASONRY
HIGH R BOARD
SfMPSON HETA-16 EMBED. W/ TRUSS PLAN (PAD
STRAP 32" O_G. MAX VERIFY WHERE NEEDED) CONC. FILLED LINTEL BLK
W/ TRUSS PLAN "THICK 2 COAT CEMENT W/ (1) REG AR CONTINUOUS
PLASTER APPLIED WEEP SCREED
DIRECTLY TO MASONRY DETAIL @�) WOOD TO
FLOOR CONNECTION AT PARALLEL/
2PERPENDICULAR PRE— ENG FLOOR TRUSS LOCK CONNECTION
SCALE: 3/4 -1 -0
SCALE: 1 1/2"=1'-0"
A R C H ITEC TS
Desi
G rou 12.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
STJI3Drv. & IAT:
TUSCA PLACE
NORTH-
LOT
ORTH_LOT #1024
PROJECT#
1"03.00
MODEU.
"2199"
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS
ARCHITECT
STATE OF FLORIDA
Tn6 201
IDICTE: 10/25/10
SCALE: 1/4"=1'-0"
SHEET
1) 4 Ori 6
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STJI3Drv. & IAT:
TUSCA PLACE
NORTH-
LOT
ORTH_LOT #1024
PROJECT#
1"03.00
MODEU.
"2199"
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS
ARCHITECT
STATE OF FLORIDA
Tn6 201
IDICTE: 10/25/10
SCALE: 1/4"=1'-0"
SHEET
1) 4 Ori 6
FIBERGLASS SHINGLES FI5ERGLA55 SHINGLES
OVER #15 FELT PAPER ON OVER "'15 FELT PAPER ON 2x4 BLOCKING BETWEEN
-1/16" 0.5.5. SHEATHING OR �° =77r
TRUSSES AT FIRST TWO BAPS
O.S.B. SHEATHING OR 4'-0' O.G. (AT SHEATHING
CDX PLYWOOD SECURED CDX PLYWOOD SECURED
PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS)
PRE -ENG TRUSS 1" ITL. DRIP EDGE PRE -ENG GABLE TRU55
SEE ENERGY CODE FORMS 2x4 SUB -BAND CONI. 2x4 RAT RUN SECURED
MTL. DRIP EDGE FOR INSULATION R -VALUES. ALUM. SOFFIT W/ l2) 12d's a EACH TRUSS
2x4 SUB -BAND s" GYPSUM BOARD OR2" 5TIFF5AGK AT ALL
VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10"
SOFFIT BOARD NIGH (SEE SEALED ENG.
DOU5LE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE 4 CONDITION) I
SEE ENERGY CODE FORMS
TRU55 PLAN SECURE 2x4 PLATE TO FOR INSULATION R -VALUES.
WINDOW HEADER 51ZE WALL W/ S"x6" THRU-BOLTS
VARIES PER WINDOW
32 "O.C. MAX THEN" GYPSUM BOARD OR 11OPENING SEE HEADER s
SPAN CHART FOR SECURE GABLE TO 2x4 HIGH STRENGTH CLG.
DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d's S" O.C. MAX OR BOARD
MANU
16 0.5.5. SHEATHING OR 2" PPE PER MACIFNUTIONSFACTURES SECURE GABLE TO DBL DOUBLE TOP PLATE
CDX PLYWOOD. TOP PLATE W/ 51MP50N
ATTACHED PER NAILING WINDOW SILL HTC4 e) 24" O.C. MAX
SCHEDULE ON SHEET D5. 2x 5TUD5 G 16" O.C. MAX W/ WINDOOW HEADER SIZE WINDOW ATTACHMENT AS
R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER
Ys" THICK COAT CEMENT OPENING SEE HEADER SPAN SPECIFICATIONS
PLASTER OVER GRADE 4" T G SUBFLOOR GLUED CHART FOR DETAILS WINDOW SILL
FELT PAPER BACK AND NAILED A5 PER
OVER NAILING SCHEDULE O.S.S. SHEATHING OR 2x STUDS 6 16" O.C. MAX W/
METAL LATH ER CDX PLYWOOD.
R-11 BATT. INSUL_ MIN.
APPROVED HOUSE WRAP ATTACHED PER NAILING
OR GRADE "D" FELT SCHEDULE ON SHEET D5 ---" T 4 G 5U5FLOOR GLUED
PAPER/s" THICK, 3 COAT CEMENT AND NAILED AS PER
NOTE: SHEATHING MUST PLASTER OVER GRADE NAILING SCHEDULE
NOT BREAK 1'-0" MIN. "D" FELT PAPER BACK
FROM 2ND FLR LINE METAL LATH OVER
PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP
2x4 CONT. Q TOP AND ( INSTALL PER MFG. SPECS.)
5T. OF FLR TRUSS (TOP OR GRADE "D" FELT
2x4 SUPPORTS BT'S GYPSUM BOARD OR PAPER
PLATE OF 2ND FLR, BT.HIGH STRENGTH CLG.
NOTE: SHEATH INCA MUST PRE -ENG FLOOR TRU55
2x4 15 FOR WALL BOARD
SHEATHING NAILER) CONC. FILLED LINTEL BLK NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.)
III
C (1) FILLED
LRE5AR CONTINUOUS FROM 2ND FLR LINE s GYPSUM BOARD OR 2
WEEP SCREED R-4.2 BATT. IN5UL. 2x4 CONT. a TOP AND HIGH STRENGTH CLG.
(SEE DETAIL 2A) BT. OF FLR TRUSS (TOP 50ARD
EMBED. STRAP VERIFY PRECAST LINTEL 2x4 SUPPORTS BT GONG. FILLED LINTEL 5LK
W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T. W/ (1) *5 RE5AR CONTINUOUS
PER MANUFACTURES 2x4 IS FOR WALL
SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL
"THICK, 2 COAT CEMENT PRECAST BILL WINDOW ATTACHMENT AS
PLASTER APPLIED (1) 05 RE5AR VERTICALLY WEEP SCREED PER MANUFACTURER
DIRECTLY TO MA50NRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS
1x2 P.T. FURRING STRIPS PRECAST SILL
16" O C EMBED. STRAP VERIFY C1) RE5AR VERTICALLY
2—STORY W/ TRUSS PLAN
S" CMU _ W/ CONC. POUR CELL
FIRST FLOOR e 1x2 P.T. FURRING STRIPS
1/2 GYP. WL. 5D. THICK, 2 COAT CEMENT
PLASTER APPLIED
BLOCK SECOND �— WOOD BASE _--- -�-
1( 11 O.C.
FLOOR R AM E DIRECTLY TO MASONRY S" cMu
SCALE: 3/4"=V-0"2—STORY GABLE 1/2" GYP. WL. BD.
9WOOD BASE
FIRST FLOOR
BLOCK SECOND
4 a M to a
4
4
FLOOR FRAME 4
Aa
SCALE: 3/4"=I' -0l'
4 • ° 4 0 0
4
O.S.B. SHEATHING OR Z" GDX
2x STUDS 6 16" O.C. MAX W/ PLYWOOD. ATTACHED PER
R-11 BATT. IN5UL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS a 16" O.G. MAX W/ -1/16" 0.5.5. OR CDX
G PUB�LOOR GLUED D5 R-11 BATT. INSUL. MIN.
�T TYVEK BUILDING WRAF
AND NAILED AS PER i"THICK, 3 COAT CEMENT T 4 G 5U5FLOOR GLUED PAPER BACK
NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER GALV'D MTL. LATH
LATH OVER 2 LAYERS OF NAILING SCHEDULE
GRADE D BUILT ING PAPER /8" TEXTURED
FIN 15H s WOOD
OR PAPER BACKED LATH WOOD WEEP SCREED
OVER AN APPROVED HOUSE
WRAP CONSTRUCTION
OL
2x4 CONT. -s TOP AND 5T. OF - z q
FLR TRU55 (TOP 2x4 -�
SUPPORTS BT PLATE OF 2ND
PRE -ENG FLOOR TRUSS FLR, BT. 2x4 15 FOR WALL PRE -ENG FLOOR TRUSS S" CMU
SHEATHING NAILER) �" GYPSUM BOARD OR 1/2" TEXTURED
SIMP50N HETA-16 EMBED. FINISH -s MASONRY
WEEP SCREED HIGH STRENGTH CLG.
STRAP 632" O.G. MAX VERIFY
W/ TRUSS PLAN (SEE DETAIL 2A) BOARD
EMBED. STRAP VERIFY
GYPSUM BOARD OR I" W/ TRUSS PLAN LONG. FILLED LINTEL BLK
W/ (1) 05 RE5AR CONTINUOUS
HIGH STRENGTH CLG. BOARD 1"THICK, 2 COAT CEMENT
LLT�I—
PLASTER APPLIED WEEP SCREED
DIRECTLY TO MASONRY DETAIL Ca) TO
FLOOR CONNECTION AT PARALLEL/
PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION
" SCALE: 1 1/2"=V-0"
A R C H IT E C T S
/Design
Grounc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 T-
SUID3DIv. & LOT:
TUSCA PLACE
NORTH_
LOT #1024
PROJECT#
1`03.00
MODEL:
"2199„
GARAGE S'W'ING:
RIGHT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
aiITT
10/25/10
SCALE: 1/410 =1' —Opp
SHEET
J)A Orl
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SUID3DIv. & LOT:
TUSCA PLACE
NORTH_
LOT #1024
PROJECT#
1`03.00
MODEL:
"2199„
GARAGE S'W'ING:
RIGHT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
aiITT
10/25/10
SCALE: 1/410 =1' —Opp
SHEET
J)A Orl
*NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, Sol 4" O.C. MAX 6 EDGES 4 ro"-S" O.G. MAX IN THE FIELD
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3)1-3/lib TAPCON
�— CONT. 2x4 SPF RAT RUN 1
DBL. TOP PLATE
OR DRIVE PIN (MIN 844ANK SIZE.145
MIN HEAD SIZE .300
SECURE 2 X RIP TO FIT
MIN HEAD SIZE 300
DBL. TOP PLATE
W/2-12dS 6"-8' O.C. MAX.
MIN EMBEDMENT 1 1/4')
2X4 16' O.G. MAX.
1/8" TEXTURED FINISH
8" FROM EACH END AND 18"j4—
1/8" TEXTURED FINIBH
x/16" OSB SHEATHING
O.G. MAX. MIN 1-1/4' EM5EDMENT#:.E_6
2x DOUBLE TOP PLATE
HIGH STRENGTH CLG.
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON$2
NOTE: BOARD
(WHENIOVER 16'AIN HIEGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145tu,SECURE
E 2
ZX4 W/ 2-3i(�"
2 X 4 (WHEN OVER 16" IN HIEGHT.)
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4")
TAPCONS DRIVE PIN
I/4" TEMPERED MA50NITE
8' FROM EACH END AND IS'
(MIN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
GLUE 4 NAIL W/Sd'S 8'-12" O.C.
D.C. MAX. MIN 1-1/4' EMBEDMENT
EM5EDMENT 1)14' W/IN 8"
IF NEEDED.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
EA. END NOT t0 EXCEED 5T. PLATE
2 X SOLID 5LK'G 6 ARCH
OR DRIVE PIN (MIN SHANK SIZE.145
IS' OC. MAX
SECURE W/2 -12d EACH END
MIN HEAD SIZE .300 2X4 SOLID 51-OCKING—
MIN EMBEDMENT 1 1/49
-8 2X4 P.T.
MIN EMBEDMENT 1 1/49 SECURE TO SHEATHING W/
8' FROM EACH END AND 18"
ATTACHMENT PER
8' FROM EACH END AND 18' MIN. 2-126 PER 5LKC EA. END
MANUFACTURER'S SPEC'S.
MANUFACTURER'S 5PEC'S.
O.C. MAX. MIN 1-1/4' EMBEDMENT 7/16' OS5 SHEATHINGMTL
ZX4 SOLID OR PLYWOOD16'
WDW FRAME
CMU WALL
BLOCKING SECURE O..
NOTE: NO GAP a WDW FRAME
ARCHWAY DETAIL
TO SHEATHING WITH
t0 EXCEED 1/4"
ARCHWAY DETAIL
MIN. 2-12d PER 5LK. EXTERIOR ARCHWAY
ARCHWAY DETAIL
16" AND UNDER
EA. END WITH WINDOWCUTAWAY
A
1 SCALE: 1/2 -1 0
SCALE: I/2 1 0
SCALE: 1/2'= 1 0 ,
DBL. TOP PLATE
2X4 16' O.C. MAX,
SECURE 2X4 t0
WOOD W/2-126 6 6"-8'
O.C. STAGGERED
SECURE 2X4 W/ 2-34t,'
TAPCONS OR DRIVE
PIN (MIN. SHANK SIZE
.145 MIN. HEAD SIZE
300 MIN.
EMBEDMENT 1 Y4' W/IN
8' EA, END NOT TO
EXCEED 18' O.C.
MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA. END
3 EXTERIOR ARCHWAY
SCALE:
I� 4- O.S.S. ORA' PLYWOOD SHEATHING
2� 415 BLDG. FELT
24' WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD D1910, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
�5 FIBERGLASS SHINGLES
PRFTAB TRUSS
1/2' CLG. BOARD 4 TEXT.
SIMPSON SP4J F2X4 DBL. TOP PLATE
a EVERY 1/2" DRYWALL
OTHER STUD 2X4 WOOD STUDS ®ib' O.G.,
U.N.O. ON TRUSS PLAN
2X4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4 g
32' O.G. MAX
1/2'X9" A.B. 32' O.G.
1" EMBEDMENT
Qa
° a � GONG. BLAB
2 +'5's CONT.
1—STORY
INT. BEARING WALL
SCALE: "
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 "---"
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 6 (MN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD 512E 900
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
O.G. MAX. MIN 1-1/4' EMSEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 7-1
OR DRIVE PIN (MIN SHANK 81ZE.145
MIN HEAD SIZE 300 1/16' OSB SHEATHING
7
MIN EMBEDMENT 1 1/41) 2X4 16' O.C. MAX.
5"PROM EACH END AND IS' (WHEN OVER 16" IN HEIGHT.)
D.G. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER BLK EA. END
ARC4WAY DETAIL
�)_ 16 AND UP
SCALE: 1/2 " =1' -0'
CLOSED VALLEY FLASHING DETAIL
N.T.S.
DOUBLE TOP PLATE
2x CONTINOUS 5TRE55
BLOCKING MID WALL
2x STUDS 0 16' O.G. MAX
J" t 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
IST FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON MSTA-36 0 32'
O.G. MAX
PRE -ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x CONTINOUS STRESS
BLOCKING MID WALL
2x STUDS w 16' O.G. MAX
1/2' GYP. WL. BD.
SECURE BT. PLATE TO SLAB
W/ 9'x9" ANCHOR BOLT W/ 2'
WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 1"
EMBED. MIN.
SIMPSON SP4 a 32" O.C. MAX
INT. 2 -STORY L.B.W.
SCALE: 1/2"=P-0'
Xa6
pw
yzb
o-
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
�— CONT. 2x4 SPF RAT RUN 1
OR DRIVE PIN (MIN SHANK SIZE.145
SECURED W/ (2) 12d's a EACH
MIN HEAD SIZE .300
TRUSS
MIN EMBEDMENT 1 1/49
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3)
8' FROM EACH END AND IS"
EXISTING BLK ABY.
O.G. MAX. MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/8" TEXTURED FINIBH
OR DRIVE PIN (MIN SHANK SIZE.145
�" GYPSUM BOARD OR
2x DOUBLE TOP PLATE
HIGH STRENGTH CLG.
MIN HEAD SIZE 300
NOTE: BOARD
MTS -12 a EVER STUD
1/16' 088 SHEATHING
MIN EMBEDMENT 1 1/49
DIAGONAL BRACE t0 BE ® ANY SPAN 15'-0" OR GRATER REFER TO
2 X 4 16' O.G. MAX.
8' FROM EACH END AND 18'
(WHEN OVER 16' IN HEIGHT.)
O.G. MAX. MIN 1-1/4' EMBEDMENT
30'-1' TO 60'-0' (3) X -BRACE (1) X- BRACE a CENTER AND (2)
2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
ATTACHMENT
16' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145
SCALE: 1/2' = '
2 X SOLID SLK'G m ARCH
MIN HEAD SIZE .300
TO FSC 2001
2R+1T=24"-2S"
SECURE W/2 -12d EACH END
MIN EMBEDMENT 1 1/49
-8 2X4 P.T.
ADJACENT TO EACH OTHER
8' FROM EACH END AND 18"
ATTACHMENT PER
O.C. MAX. MIN 1-1/4' EMBEDMENT
MANUFACTURER'S SPEC'S.
MTL WDW FRAME
1/4' TEMPERI=D MASONITE "NOTE: NO GAP
0 WDW FRAME
GLUE 4 NAIL W/8d'S 8'-12' O.G. TO EXCEED 1/4'
IF NEEDED.
ARCHWAY DETAIL
CUTAWAY
W
B /2' = I'-0'
SCALE: 1/2'=I'-0_0'.
ASPHALT SHINGLES OVER
A 15 FELT ON 1/16' O.S.5.
PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS
CONV. FRAMED RAFTERS SPF STIFF5ACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
BESSES AT
AMS O BAYSN4'-0' OCG (ATRSHEATHING
J' 0.5.8. SHEATHING OR J"-'
COX PLYWOOD SECURED
PER NAILING SCHEDULE
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RARER 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 11 EA. TRUSS`
RAFTER TO TRUSS MTS -12
CREATE VOID FOR STRAP
PENETRATION -
ROOF DECKING OVER
PRE -ENG TRUSSES-
PRE-ENG.
RUSSES-PRE-ENG. TRUSS -
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES -
10 CONV. FRAMED ROOF
SCALE: 1/2 `=1' -0"
0'-0" TO 30'-0" (1) 'X' BRACE
30'-I' TO 60'-0' (3) 'X' 5RACE
(1 'X' BRACE 4a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
• 15 FELT ON x/16' 0.5.8.
(2) 2X4 41 SYP DIAGONAIL BRACE --�
W/ 3-126 m EA TRUSS C DIAGONAIL BRACE
TO COVER 5 -TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10o1 NAILS EA END
TO TRU55
SPF ST IFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1 /16' OSB SHEATHING /
USE 86 NAILS At
4' or-. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5 LAG *32" O.C. MAX:'
OR SIMPSON MST -24 G 32' O.G. MAX.
SHEATHING NAILING TO BE
O.C. IN FIELD
4" O.C.GALL EDGES W/Sd NAILS
SCALE: 1/2' =1'-0"
FINISH 6 LANDING
3/4" PLYWOOD F.F.
TRUSS 24' o.c.
1/2" CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d 0 EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
M 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 HT5M20
ONE EA. SIDE OF TRUSS
OPPOSITE SIDE OF BLOCK
W/10 10d t0 TRUSS
AND (4) 1/4' x 2 1/4`
TAPCONS TO CONT
-POURED LINTEL
PRE -ENG TRUSS
CONTINUOUS
BOND BEAM
TAPCONS
MIN. 2' COVER
V APART
12 TRUSS ANCHOR RETROFIT
N.T.S.
1211
I
FINISH
1 3/4" PLYWOOD WITH
AIL 4 12-D COl" MON& WINDER DETAIL
LANDING DET NAILED THRU 3/4"
FINISH e LANDING---
ANDING PLYWOOD INTO
3/4" PLYWOOD F.F. EACH STRINGER
3-2x12 SYP STRINGER D5L 2X12 2X12 TREAD
REINFORCED W/2X4 SPF OR CUT TO FIT
W/CONT. BF
BEAD OF JOIST 1X5 RISER
SU5-FLOOR ADHESIVE 10"
LE55 THAN 4" TYP.
BETWEEN SPINDLES
PL -400 OR SIMILAR 9
�— CONT. 2x4 SPF RAT RUN 1
SECURED W/ (2) 12d's a EACH
1 II
TRUSS
2x4 $LOCKING UNpER
(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3)
WALL STUDS SCURE
12d's -0 EACH TRUSS (DIAGONAL
BETWEEN TRUSS BAYS W/
X -BRACING TO COVER 5-TRU55ES
(3) 12d's EACH END
u
�" GYPSUM BOARD OR
2x DOUBLE TOP PLATE
HIGH STRENGTH CLG.
STUDS ® 16' O.C.
NOTE: BOARD
MTS -12 a EVER STUD
DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
STRINGER, UNTHREADED SHANK
DIAGONAL BRACE t0 BE ® ANY SPAN 15'-0" OR GRATER REFER TO
2X4 BT_ PLATE
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0" (1) X -BRACE
OF SUS -FLOOR SHEATHING
30'-1' TO 60'-0' (3) X -BRACE (1) X- BRACE a CENTER AND (2)
DORMER
BRACE DIVIDED EQUALY FROM CENTER TO END
ATTACHMENT
9 GABLE X -BRACING
8
SCALE: 1/2' = '
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RARER 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 11 EA. TRUSS`
RAFTER TO TRUSS MTS -12
CREATE VOID FOR STRAP
PENETRATION -
ROOF DECKING OVER
PRE -ENG TRUSSES-
PRE-ENG.
RUSSES-PRE-ENG. TRUSS -
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES -
10 CONV. FRAMED ROOF
SCALE: 1/2 `=1' -0"
0'-0" TO 30'-0" (1) 'X' BRACE
30'-I' TO 60'-0' (3) 'X' 5RACE
(1 'X' BRACE 4a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
• 15 FELT ON x/16' 0.5.8.
(2) 2X4 41 SYP DIAGONAIL BRACE --�
W/ 3-126 m EA TRUSS C DIAGONAIL BRACE
TO COVER 5 -TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10o1 NAILS EA END
TO TRU55
SPF ST IFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1 /16' OSB SHEATHING /
USE 86 NAILS At
4' or-. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5 LAG *32" O.C. MAX:'
OR SIMPSON MST -24 G 32' O.G. MAX.
SHEATHING NAILING TO BE
O.C. IN FIELD
4" O.C.GALL EDGES W/Sd NAILS
SCALE: 1/2' =1'-0"
FINISH 6 LANDING
3/4" PLYWOOD F.F.
TRUSS 24' o.c.
1/2" CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d 0 EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
M 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 HT5M20
ONE EA. SIDE OF TRUSS
OPPOSITE SIDE OF BLOCK
W/10 10d t0 TRUSS
AND (4) 1/4' x 2 1/4`
TAPCONS TO CONT
-POURED LINTEL
PRE -ENG TRUSS
CONTINUOUS
BOND BEAM
TAPCONS
MIN. 2' COVER
V APART
12 TRUSS ANCHOR RETROFIT
N.T.S.
1211
I
FINISH
1 3/4" PLYWOOD WITH
AIL 4 12-D COl" MON& WINDER DETAIL
LANDING DET NAILED THRU 3/4"
FINISH e LANDING---
ANDING PLYWOOD INTO
3/4" PLYWOOD F.F. EACH STRINGER
3-2x12 SYP STRINGER D5L 2X12 2X12 TREAD
REINFORCED W/2X4 SPF OR CUT TO FIT
W/CONT. BF
BEAD OF JOIST 1X5 RISER
SU5-FLOOR ADHESIVE 10"
LE55 THAN 4" TYP.
BETWEEN SPINDLES
PL -400 OR SIMILAR 9
1 II
11z
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
u
W/(3)1#5 3" SCREWS a EA
m
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUS -FLOOR SHEATHING
NOTE:
W
STAIRS RISERS TO CONFORM
TO FSC 2001
2R+1T=24"-2S"
(3) 106 CUT NAILS
3/16" MAX. VARIATION IN RI5ER5/TREADS
-8 2X4 P.T.
ADJACENT TO EACH OTHER
SLEEPER INTO
3/S" MAX. VARIATION IN ANY RISER/TREAD
SLAB
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO 5E 1 3/4" +-1/4" OR PROVIDE EQUIVALENT
NAND RAIL
1/2" DRYWALL--
1XIO TRIM
-1" NOSING TYP.
q
GRASPABILITY q1 3STAIR SECTION DETAILS
WINDERS- MIN. b" WIDE -0 NARROW END
MIN. 11" WIDTH -a 12" FROM NARROW END SCALE: 3/4"=1'-0"
34" MIN_ HANDRAIL HGT_
A R C H IT E C T S
Des2Grouo
.
1441 N. RONALD REAGAN BLV[
LONGWOOD, FL 32750
PH: 407-774-607-8
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
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v
W
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ctl
8VBDIV. 8c LOT:
TUSCA PLACE
NORTH
LOT #1024
PROJECT#
1703.00
MODEL:
„2199„
GARAGE 191pING:
RIGHT
PAGE:
MIS(.
DETAILS
ARCHITECT:
STATE OF FLORIDA
cICT 20-!q
DA": 10/25/10
SCALE: 1/4"=1'-0"
SHEET
1) 5 orl R