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CBC1252212
5850 T. G. LEE BLVD. SUITE 600 ORLANDO, FL. 32822
Teo (407)830-5200 Fax: (407)850-5300
• STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS
CERTIFIED BUILDING CONTRACTOR:1* FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL ABV. ABOVE LAV.
A/C AIR CONDITIONING LUM.
W/2009 SUPPLEMENT ADJ. ADJUSTABLE M.C.
• 2007 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR.
D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION BD.P BOARDGE M
5850 T.G. LEE BLVD. SUITE 600 'ALL LOCAL AND STATE CODES CL CENTERLINE MTD.
CAB. CABINET MIL.
CLD. CEILING N.T.S.
ORLANDO, FL, 32822 CLR. CLEAR O.C.
CONC. CONCRETE PL
TEL: (40 7) 850-5200 CPT. CARPET P.B.
C.T. CERAMIC TILE PH.
FAX: (407) 850-5300 *OCCUPANCY - RESIDENTIAL, GROUP R3 D. DRYER PLT.
DBL, DOUBLE PLYWD.
• CONSTRUCTION TYPE - VB D.G. DUAL GLAZED PR.
• MIN. INTERIOR FINISH - CLASS B DIA. DIAMETER P.T.
DIM. DIMENSION R.
• BASIC WIND SPEED - 120 MPH (M/S) DISP. DISPOSAL RAD.
•1 -STORY RESIDENCE - DP. DEEP R.A.G.
• STATE OF FLORIDA • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER n S. DOWNSPOUT RM.
PROFESSIONAL ARCHITECT: LOCAL AND STATE CODES DTL. DETAIL R.O.
D.W. DISHWASHER S.C.
SPECIFIC PARAMETERS FROM FBC 200'7 CH. 3 EA. EACH S.D.
JAMES CANTWELL USED FOR DESIGN INCLUDE: ELEV. ELEVATION S.H.
EQ. EQUAL SHT.
• CONCRETE MASONRY RESIDENTIAL EXH. EXHAUST SHTHG.
AR NO. 12079 • CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR.
F.G./FX . FIXED GLASS SIM.
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G. FUEL GAS SL.
S FIN. FS
A.B. DESIGN GROUP INC. D.
S Q. F T. C AL C. S FLR. FLOOR STD.
1441 NORTH RONALD REAGAN BLVD. FLUOR. FLUORESCENT SWS
LIVING (let) 1048 SQ. FT. FR. DR. FRENCH DOOR
LONGWOOD, FLORIDA
❑ 32750 P.
LIVING (2nd) 1450 SQ. FT. GA. GAUGED HK.
Tel: (407)
ryy
) r l4-60 f GAR. DISP. GARBAGE DISPOSAL T.O.C.
G.F.I. GROUND -FAULT CIRCUIT T.O.P.
Fax: (407) 774-4078 TOTAL LIVING � "-249a �Q. FT. `'� INTERRUPTER T.O.S.
GL. GLASS TYP.
GARAGE G 446 SQ. FT. GYP. BD. GYPSUM BOARD U.N.O.
l I %-2.. H.B. HOSE BIB
ENTRY ELEv. "A" 4 "1�" /' 26 80. FT• H.C. HOLLOW CORE V.P.
ENTRY ELEV. "C" 4 "D" 72 SQ FT HDR. HEADER W.
HGT. OR HT HEIGHT W/
INSUL. INSULATION WD.
TOTAL ELEV. 'A" 4 "15" 2910 SQ. FT, u'� INT. INTERIOR WDW.
TOTAL ELEV. "G" 4 "D' 3016 SQ. FT_ W/H
PATIO 35 SQ. FT. W.I.
OPT. COVERED PATIO 80 SQ. FT.
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
METAL THRESHOLD
MOUNTED
METAL
NOT TO SCALE
ON CENTER
PROPERTY LINE
PUSH BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
RISER
RADIUS
RETURN AIR GRILL
REFRIGERATOR
ROOM
ROUGH OPENING
SOLID CORE EXT DR
SMOKE DETECTOR
SINGLE HUNG
SHEET '
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
STANDARD
SHEAR WALL
SECTION
TEMPERED GLASS
THICK
TOP OF CURB
TOP OF PLATE
TOP OF SLAB
TYPICAL
UNLESS NOTED
OTHERWISE
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
REVISIONS
REV.
DATE
DESCRIPTION
PG
11/3/08
D.R.H BASE MODEL CHANGES
PG
4/20/09
R.L. REV15ION5 - REMOVE "E" 4 "F" ELEVATIONS
1A
-DOWEL PLAN
PLUMB -CUT OVERHANGS, RA15E BRG. HGTS. TO
1B
-LINTEL SCHEDULE (CAST -CRETE)
8'-8" ON 11,4" 4 "B" ELEVATIONS
1B.1
5/01/09
R.L. REVISIONS - RAISED BRG. HOTS. TO 9'-4"
1B.2
-LINTEL SCHEDULE (PRO -CRETE)
ON "C" 4 "D" ELEVATIONS
1C-FIRST/SECOND
5/3/09
5.`r. REV15IONS - LOUJERED OVERHANG AT REAR
2 -FIRST
FLOOR PLAN
S.G.D. TO MATCH ELEVATION5 "A" 4 "B"
1
03/01/10
CONTROL DATE (NO SHEETS AFFECTED)
4A
03/05/10
R MACDONALD ELEVATION REVISIONS
5A
-LEFT & RIGHT ELEVATION "A"
-REVISED ELEVATION C 4 D TO 6-8" 5RG. HGT.
6AB-FLOOR FRAMING PLAN ELEVATION "A"
PG
-REMOVED GRID FROM IUINDOLJ5, ID A5 "COMM. 5FECIFIC"
PG
8 -FIRST
-REVISED SCORED BANDS TO READ AS STUCCO, ID AS "COMM. SPECIFIC'
PG
9 -SECOND
-REVISED UJINDOUJ HEIGHT TO -1'-41, A.F.F.
PG
03/30/10
R. MACDONALD RE:VI5ION5
PG
D2-MISC.
-ADDED Of=TIONAL 2ND LAV IN O. BATH
SArvFORD SUIWING DEPT.
7F{ESE F' 17 FOSA"ER PERM IA PERM T�S U'EDISHOA) E
ACCEPTS
CpygTRUED TO BE: A LICENSE TO PROCEED IM
UTHOROI�YP!NYVdHE
THE WORK AND NOT A5'AET A
CANCEL• ALTER. OR
pROV15lONS 01 THE TECHN1CAl CODES NOFt SHA
IS UANCQM I HgREAFTER REQUIRING t4TrtipetllCa�
DSPT ROBS ON TNS PLANS. CONS'PRU N
TON OF
OR 01"ER VIOLA I Ic)MS OF TMS COD
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-FIRST/SECOND
FLOOR WIND LOAD CALCULATIONS
PG
2 -FIRST
FLOOR PLAN
PG
3 -SECOND
FLOOR PLAN
PG
4A
-FRONT & REAR ELEVATION $$A$$
PG
5A
-LEFT & RIGHT ELEVATION "A"
PG
6AB-FLOOR FRAMING PLAN ELEVATION "A"
PG
7AB-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
ARCHITECJS
Design
Group �n�.
3.441 N. KUNALU KtAUAN 13LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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03/31/10
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TUSCA PLACE
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PROJECT#
1703.00
MODEL:
"2408"
GARAGE STf MG:
LEFT
PAGE:
COVER
PAGE
ARCHITECT:
STATE OF FLORIDA
MAR / 2010
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GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS 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 ARCH ITECTIENGINEER 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 ARCH ITECTIENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 120 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 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'/ THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9, EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE %".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/".
7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION..
MASONRY
1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE
MASONRY STRUCTURES, ACI 530.1 1 ASCE 6, LATEST REVISION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 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:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER %11
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO.
Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS
NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH
WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007..
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 518 OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 112" CDX
SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A
MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL
UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE APA RATED 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 L1240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS
RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED
OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO
COATS, Y2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926
2 -STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2.
A R C H I T E C T S
Des!gn
Group Inc.
1441 N. KUNALU KtAUAN ULM
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
i
03/31/10V
3 31 10
SC :1/4"=1'-0"
Ij;�A
SHEET
GN
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SVHDIV. & LOT:
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1'03.00
MODEL:
„2498„
GARAGE SWING:
LEFT
PAGE:
GENERAL
NOTES
ARCHITECT.
STATE OF FLORIDA
12010
03/31/10V
3 31 10
SC :1/4"=1'-0"
Ij;�A
SHEET
GN
1
401-011
7'-0"
4 141-011 ----- --- 3 4 — _--`�
, .11_411 T
II
—4 1/2" —.
ERTEN I
`i w SLAP. 21
O 13
-31/2"
=1= D1 � `n I ■ ■ ■ ■ ■ ■ I
— I 411 �1/2"
■ ■ ■ ■ ■ ■ ■ I 4 13 SLAB
8 — �� ( I D1 D1 I -4 1/2" I I
D 1YT
EXTEND 1m m�� I ■ _ S , �`� ■
SLAB 11/2" pl .n RANGE _
■ ■
C I 28'-411 — — 11'-S" I I '-
a I 24 "X2W/3105 C ARS D 1 I
1D1 I —JjIN I I
4
1 PAS W. ON CHAIRS pl
■ I
0'-0" ELEV. J — ■ I MIN. 31 COYER0-1
■ ■
FIN. CONC. SLAB - I— I I 121-011
13
ii OU I 0 I�------------------— — — — — — — — — — — — — ---�
D1 2B O 2B 4L — L I -- ,�—"�,—�—T
D1 21'-�" D1 13 E LE d AT JIL `�.r 1 �1 C & 9 D
18 -6 D1
24'-511 Ir OFT-
= STUB UP-
� p1 � I ,- PED. I t0 2nd
4" CON(. RE INGORGED 2B - SINK — — ��- .,� _ FLR " P_V.C. D1 24"X24"X12" CONG.PAD
W/6"Xh" WIA X WIA WWM D1 rN I OPT.
,n ■ I OR F15ERMESH ON ro-MIL. _ D CHASE ■ W/3*5'S E.W. ON CHAIRS
�t
F�p I 1-1 4 GONG. MIN. 3 COYER (2) TYP.
VAPOR BARRIER ON I _
WELL -COMPACTED
f`- � — �- �. �c-� SLAB �p 14'-9" 10'-011
CLEAN TERMITE
TREATED FILL OR 18'-8"F 10'-m" 2'-8° 51 511
APPROVED SUBSTITUTE, -5 1/2
m %H. /� " � I -41/2"
I (RECRUIT TT SYSTEM) I EXTEND M 2 (OND.,
SLAB 11/2 1
4 411
m I 211 STEEL ■ \ / pl 0 O GONG.
■ I PIPE11 I -a SLAB.
01
0'-0" ELEV. I 6 EXTEND END OF PVC. I I -I'-2" 51-211 -I'-8"
1=1N. CON(. SLAEs - DI ll
CHASE UP 12"ABOVE
ccl I COND. CONC. PAD I I -3 1/2" I
_-L- --------
11-411
I 14'-011 v3'-4" 21'-411-
EXTEN I SA � ---------`-"/
LAS 1 1/2 i D1 N co V. PORCH
4 1 w- 3 1/2 ",� I I
I 13 a- '3
I I
Di DI 4 -4 1/2"
�t 1 CONC.
SLAB ■ ■ ■
24"X24"X12" CON(. D1
PAD W/3-05 BARS
m E.W. ON CHAIRS 4
MIN. 3" COVER D1 ■ ■ _+
I �
-.-------------------------------�
w
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■
--1 1/2"
ii
iD" 3'-SL/'I 161-011 31_011
fG/
221-011
40'-0" .
FOUNDATION PLAN ELEVATION "A" & 13 9.-1111
A/C SIMPSON WB
SECURE STRAP TO UNIT ROLL STRAP
GONG. W/ OR EQUAL
TAP -CONS
SECURE STRAP t0
GONG. SLAB UNIT W/ (2) #8x1 1/4
A1C CONNECTION
1'0 PAD DETAIL
A R C H IT E C T S
DesirnGrou
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bdesigngroup.com
AA #: 0003325
STJSDIV. 8a LAT:
TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1"703.00
MODELc
"2498"
GARAGE SWING:
LEFT
PAGE:
FOUNDATIO
PLAN
ARCHITECT -
STATE OF FLORIDA
ZN12C79
JAWELL
(PRt
' r 03/31/10
SC :1/4"=1'-0"
SHEET
OP'2
w
w
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61
A
STJSDIV. 8a LAT:
TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1"703.00
MODELc
"2498"
GARAGE SWING:
LEFT
PAGE:
FOUNDATIO
PLAN
ARCHITECT -
STATE OF FLORIDA
ZN12C79
JAWELL
(PRt
' r 03/31/10
SC :1/4"=1'-0"
SHEET
OP'2
DOWEL LAYOUT
ELVATION "A" & 99B99
-
/-------- -- --
- — — — — — — — ---------------
—------------- — — — — —
I -oil IN
Ill - all
t=E=
2'-O'•
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
h " LEVATION 99C99 & 39D99
A R C E I T H C TS
C H E C
Grou Des n
pinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA#:0003325 i
SUBDIV. & L01%.
TUSCA PLACE
SOUTH
LOT #21
PROJMCT#
1 1703.00
MODEL. -
2498"
GARAGE SWING:
LEFT
PAGE:
DOWEL
PLAN
ARCHITECT:
STATE OF FLORIDA
MA 1 2010
JA CANTWELL
NO 12079
DA
T
03/31/10
SCALE: 1/4't=19-0110
SHEET
IA o3r2 I
1 14
44
44
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L
SUBDIV. & L01%.
TUSCA PLACE
SOUTH
LOT #21
PROJMCT#
1 1703.00
MODEL. -
2498"
GARAGE SWING:
LEFT
PAGE:
DOWEL
PLAN
ARCHITECT:
STATE OF FLORIDA
MA 1 2010
JA CANTWELL
NO 12079
DA
T
03/31/10
SCALE: 1/4't=19-0110
SHEET
IA o3r2 I
A R C H I T E C T S
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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TUSCA PLACE
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LOT #21
PROJECT#
1'03.00
MODEL:
"2498"
GARAGE SWING:
LEFT
PAGE:
LINTEL
SCHEDULE
(CAST -CRETE)
ARCHITECT -
STATE OF FLORIDA
MAR 1 2010
JAMES ANTWELL
AR NO 12079
PRINT
DATE: 03/31/10
SCALE: 1/4"=1'-0"
SHEET
1- OF21
R C H I T E C T S
Groupinc.
Desn
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & ?SOT:
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1703.00
MODEL:
"2498"
GARAGE OWING:
LEFT
PAGE:
LINTEL
SCHEDULE
(WEKIWA)
ARCHITECT:
STATE OF FLORIDA
MAR 3 2�1�
JAM_E� CANfWELL
AH NO 12079
DA's 03/31/10
Sc :1/4"=1'-0"
SHEET
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SUBDIV. & ?SOT:
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1703.00
MODEL:
"2498"
GARAGE OWING:
LEFT
PAGE:
LINTEL
SCHEDULE
(WEKIWA)
ARCHITECT:
STATE OF FLORIDA
MAR 3 2�1�
JAM_E� CANfWELL
AH NO 12079
DA's 03/31/10
Sc :1/4"=1'-0"
SHEET
I tj . 1 O3ip2 1
PRO -CRETE LINTEL SCHEDULE
L INTEL
NO.
LENGTH
TYPE
ll ! 15"
ELEv. 'All
COMMENTS
L I
17'-4'
P-8X2f8'i-1CsF/IU
T-10"
L 2
f °
P-8X16-1G/lu
3 89
L 3
+--
.i. .
P-8X16-OW11.1
14,677
L 4
Hfl
P-8X16-OCs/IU
section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top
L 5
2 , 8 0
P-8X16-OCs/lu
of this primary beam element and poured with grout to form a deeper section for additional load
L 6
For beam heights not shown, use tabular values for next lower height.
P-8X22-RD14-0Cs/I
capacity (steel reinforcement may also be added).
FOYER 1
yLIVING= 1
1
Jd
� 1
� \1
1
�_
i
i
PORCH
I I r1
@,ELEVATION "C" & "D"
� C>
ELEVATION "A" & "B"
PRO -CRETE LINTEL SCHEDULE
1, End bearing: minimum 6-1/2".
2. Full mortar joints required.
3. Lintel installation must conform to project drawings.
4. Steel reinforcing bar at bottom of lintel cavity may be added in the field.
5. Vertical reinforcement and grout may be placed in 51/2" long notches at each lintel end.
6. Allowable load ratings (tabular values) conform to ACI 318 and ACI 530 based upon
rational analysis.
7. Mechanical anchorage provided by 7/32" dia. wire stirrups welded to the bottom
longitudinal reinforcing bars.
8. Poured in place concrete may be placed above primary precast lintel as an alternate to
grouted CMUs to form the composite beam.
9. Lintels with a nominal height of r and longer than 17' 0" meet or exceed 1./180
deflection ratio. All other lintels meet or exceed i_/360 deflection ratio.
10. When allowable load capacity of a precast unfilled lintel is exceeded by the dead- load of
grout filled composite lintel during construction, lintels shall be shored at 8' o.c.
maximum and shoring maintained until grout reaches at least 85% of its specified
strength.
11. Using the following equation, lintels shall be checked for simultaneous load stresses
when a combination of vertical and horizontal loads are applied:
FNominal Width Dimension (inches)
P-8X20-iG/2U
A
Feld Placed #5 Bar(s) Reinforcement
(U = Uplift or G = Gravity)
Nominal Depth Dimension (inches)
P = Poured Grout; E = Precast Only (Empty)
For Door Headers, depth shall be designated by
a 2" reduction in nominal depth and the letters
'RDH' will be added after the nominal width.
Untel Product Description Nomenclature
CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS:
E -8X8
'Nk8X8-0G
III8X1_2_-0GFP-8X_16-0G P -8X20 -OG
I P -8X24 -OG
j .9
Applied vertical load + Applied horizontal load < 1.0
T-10"
PRODUCT DESCRIPTION:
f °
Safe vertical lead Safe horizontal load
3 89
A steel reinforced concrete beam designed to be placed above an opening in a masonry wall. The
+--
.i. .
Field -Poured grout
14,677
primary element is a steel reinforced high strength precast concrete beam with a U-shaped cross-
ALLOWABLE LOAD TABLE NOTES:
3'-6"
section, which can be grout filled (poured) or remain empty. Masonry units may be placed on top
ECAST2\18
2 , 8 0
1,947
of this primary beam element and poured with grout to form a deeper section for additional load
1.
For beam heights not shown, use tabular values for next lower height.
8,467
capacity (steel reinforcement may also be added).
2.
For beam lengths not shown, use tabular values for next longer length.
(48")
Feld placed Gravity Reinforcement ("G')
3.
Load ratings assume end bearings provided conform to ACI 530 and ACI 318.
Precast section (reinforced
MATERIAL SPECIFICATIONS:
4.
Load ratings are expressed as uniformly applied in pounds per, linear foot.
Width
8151S
5.
Composite beam loads assume matching top and bottom field -placed steel reinforcing.
PRE ST
1. Precast, non -prestressed lintel for 8" and 12" CMU construction; 3,500 psi (Fc)
6.
Load ratings are net capacity (beam dead load subtracted or added as appropriate).
898
2. Precast, prestressed lintel for 8" CMU construction: 6,000 psi ft)
7.
Uplift ratings assume placement of 1 #5 vertical reinforcing bar in each beam end
7,188
3. Grout compressive strength 3,000 psi (Fg) per ASTM 0476 with maximum aggregate size
(64")
continuous to within 2" of the top of beam with hooks into filled cells.
1,166
of 3/8" and ra slump range from 8" to 11".
8,
Lateral load ratings assume grout filled cells at each end of the beam span with a
3,985
4. Concrete masonry units shall conform to ASTM C90 with a minimum 1,900 psi net area
aw 1,226 2,749
minimum of 1 #5 vertical bar.
5'-10"
compressive strength,
9,
Tables may be used for concentrated loads by translating the applied moment into an
733
5. Steel reinforcement in precast lintel: ASTM A615, Grade 60,
2 028
equivalent uniformly distributed load,
4448
6. Prestressing strand in precast lintel: ASTM A416, Grade 270, low relaxation.
10.
Tabular values assume a 61h" bearing at each end. Reduce tabular values by 200/0 for a
{78")
7. Steel reinforcement added in the field: ASTM A615, Grade 40 or 60.
907
4" bearing.
982
8. Mortar: ASTM C270. Tvne M or S.
11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 200/0,
3 666
GENERAL STRUCTURAL NOTES:
3 770
__ -___
2,389
1, End bearing: minimum 6-1/2".
2. Full mortar joints required.
3. Lintel installation must conform to project drawings.
4. Steel reinforcing bar at bottom of lintel cavity may be added in the field.
5. Vertical reinforcement and grout may be placed in 51/2" long notches at each lintel end.
6. Allowable load ratings (tabular values) conform to ACI 318 and ACI 530 based upon
rational analysis.
7. Mechanical anchorage provided by 7/32" dia. wire stirrups welded to the bottom
longitudinal reinforcing bars.
8. Poured in place concrete may be placed above primary precast lintel as an alternate to
grouted CMUs to form the composite beam.
9. Lintels with a nominal height of r and longer than 17' 0" meet or exceed 1./180
deflection ratio. All other lintels meet or exceed i_/360 deflection ratio.
10. When allowable load capacity of a precast unfilled lintel is exceeded by the dead- load of
grout filled composite lintel during construction, lintels shall be shored at 8' o.c.
maximum and shoring maintained until grout reaches at least 85% of its specified
strength.
11. Using the following equation, lintels shall be checked for simultaneous load stresses
when a combination of vertical and horizontal loads are applied:
FNominal Width Dimension (inches)
P-8X20-iG/2U
A
Feld Placed #5 Bar(s) Reinforcement
(U = Uplift or G = Gravity)
Nominal Depth Dimension (inches)
P = Poured Grout; E = Precast Only (Empty)
For Door Headers, depth shall be designated by
a 2" reduction in nominal depth and the letters
'RDH' will be added after the nominal width.
Untel Product Description Nomenclature
SAMPLE SELECTION FROM A OW R F LOAD TABLES: '- "-I
Product Description: P-8X20-OB/2A and required length: 5' 10" width and Depth actual dimensions 3/8"
(Maximum allowable span for lintel is length minus 13") less than expressed (nominal) dimensions.
Allowable Gravity Load (per foot): 3,238#
Allowable Lateral Load (per foot): 1,285#
Allowable Uplift Load (per foot): 3,810#
8 INCH LINT L GRAVITY
LENGTH
TYPE
E -8X8
'Nk8X8-0G
III8X1_2_-0GFP-8X_16-0G P -8X20 -OG
I P -8X24 -OG
j .9
Feld placed masonry units
T-10"
(34")
f °
Field Uplift Reinforcement ("U")
3 89
7,319
+--
.i. .
Field -Poured grout
14,677
4 214 7,552 10,005 12,457
nl F
3'-6"
(42')
ECAST2\18
2 , 8 0
1,947
351
5,792
Field placed masonry units
8,467
y
Feld -Poured grout
4'-0"
(48")
Feld placed Gravity Reinforcement ("G')
1,71
s
Precast section (reinforced
L
®. 0
per typical specifications)
Width
8151S
SAMPLE SELECTION FROM A OW R F LOAD TABLES: '- "-I
Product Description: P-8X20-OB/2A and required length: 5' 10" width and Depth actual dimensions 3/8"
(Maximum allowable span for lintel is length minus 13") less than expressed (nominal) dimensions.
Allowable Gravity Load (per foot): 3,238#
Allowable Lateral Load (per foot): 1,285#
Allowable Uplift Load (per foot): 3,810#
8 INCH LINT L GRAVITY
LENGTH
TYPE
E -8X8
'Nk8X8-0G
III8X1_2_-0GFP-8X_16-0G P -8X20 -OG
I P -8X24 -OG
P -11S I P -8X12 -1G I P -8X16 -1G P -8X20 -1G
P -8X24 -1G
T-10"
(34")
PRECAST
2,887
3 89
7,319
9,772
12,224
14,677
4 214 7,552 10,005 12,457
14,910
3'-6"
(42')
ECAST2\18
2 , 8 0
1,947
351
5,792
7,129
8,467
2,175 4rX9 6,983 8,721
10,438
4'-0"
(48")
PR CAST
1,71
1,136
305
3,976
4,895
5,813
1,187 3,259 S,220 7,114
8151S
4'-6"
(54")
PRE ST
1,460
965
2 192
898
3,567
4,236
008 2,349 4 5 660
7,188
54"
(64")
PREC:A
1,166
'122
1,191
2,61N
3,985
5,350
aw 1,226 2,749
5 479
5'-10"
(70")
PRECAST
1,040
733
1 061
2 028
3 238
4448
764 1,092 2 143 3 353
4 563
6' 6"
{78")
PRECAST
907
692
982
1 275
572
3 666
720 1 010 1 582 2 676
3 770
I
8 INCH LINTEL
(44")
UPLIFT
LATERAL
1,989
4,771
P -8X8 -1t1 P -8X12- U P -8X16 -1U P -8X20 -1U P -8X2 lU P -8X28-10 P 8X32 1U
E 8X8
P 8X85',
ADDED
LENGTH
TYpE
E -8X8
P -8X8 -2U IP -13X12 -2N P -8X16 -2U P -8X20 -2U P -8X24 P 8X28 -2U P 8X32 2U
2'-10"
(34")
PRECAST
3,533
4,074
8,203
11,335
14,294
17,253
\20,212
211
3,487
3,487
10,396
4,074 8,203 Nal,335 14,294 17,253 212 23,171
T-6"
(42")
PRECAST
2,571
1,944
4,845N74
1,411
10 059
12141
14 3
16,305
2,525
2,525
5,451
1944 4,845 10 059 12 141 14 16,305
PRECAST
(48")
PRECAST
2,138
1 256
3 404
PRECAST
8 150
9 943
11 64
13 3534'-0"
(116")
2,09'2
3,743
1256 3 4048 150 9 943 11 648 13 3532,092
4' 6"
(54")
PRECAST
1,832
1,079
2 4106
_
2,980
427
8 426
9 871P31,24',
3151,642
N/A
1,642
2,727
1079 2 410 6 427 8 426 9 871 15099
N/A---
(64")
PRECAST
1,481
PRESTRESSED
1 368
_____________
286
4671
6 056
7 1091S-4"
1,951
__ -___
2,389
1,436
1,763
899 1 455 34 i 99637.5'-10"
N/A
(70")
PRECAST
1 1,330
8081-,232
MA ---------
1,606
N/A----
1,968
3 810
4 89
5 73958
N/A------
11285
1,285
1,411
8D8 1,308 2,332 3,810 5187 6,764
6-15"
(78"}
I
PRECAST
1,027
734
1-1115
I 1 491
1 3,038
3,808
4 470
5,131
I
1,127
1,127
I 1,085
734 [.221 1,604 3.038 4,376 =,715 % 054
INCH RECESS LINTEL LATERAL
-- LENGTH TYPE E -8X6 -RDH P -8X6 -RDH ADDED #5's
3'4"
(44")
PRECAST
1,989
1,989
4,771
4'-0"
(48")
PRECAST
1,761
1,761
3,743
4'4"
(52")
PRECAST
1,5B1
1,581
3,014
4'-6"
(5111)
PRECAST
1,504
1,504
2,727
(176")
(68")
PRECAST
1,121
1,121
1,516
T-10"
(70")
PRECAST
1,081
1,081
1,411
6-8"
(80")
PRECAST
920
920
1,021
T -0"
(84")
PRECAST
868
868
909
7-6"
(90")
PRECAST
801
801
773
9'-8"
(116")
PRECAST
598
598
432
8 INCH LINTEL
GRAVITY
E -8X8
P -8X8 -OG
-------------
P -8X8 -1G
P -8X12 -OG
--- --------
P -8X12 -1G I
P -8X16 -OG
------------
P -8X16 -1G
P-8X20-QG
-------------
I P -8X20 -1G
P -8X24 -OG
---- --------
I P -8X24 -1G
P -8X28 -OG
- -----------
P-8X28-iG
P -8X32 -OG
-------------
P-8X32-iG
P -8X32 -1U
-P-8X32-2U
LENGTH
TYPE
228
N/A
N/A
219
N/A
N/A
I
198
N/A
'
T-10" 1 (34")
PRECAST
14'-8"
(176")
PRESTRESSED
N/A
-� N/A __
-
_____NLpI
_____N(A----
N/A
--1,992 -
Na --..._.
--2,644
NzA.........
NSA----
14'-B"
(176")
PRESTRESSED
N/A
399
772
1 327
_____________________
977
1,356
3,233
3,478
4,351 .......
5,792
7,129
-�-8,721-
- 8L467 ---------
N/A
NJA
502
A
___.,
N/A
N/A
15'-4"
(184")
PRESTRESSED
N/A
365
701
__---NIA--__
1,285
_____�f --_-.____!��A
1,835
2,436
_
2,980
3,205
'
(208")
PRESTRESSED
N/A
NSA----
N!A----------
N/A
N/A---
NLA-------------------
773
---1294- -
1TA" 1 (208")
PRESTRESSED
N/A
_____________
286
____
562N/A
--__ -
1,025
-- ---_____..___.______-
1,466
1,951
__ -___
2,389
2,565
19'-4" I 232"
PRESTRESSED
N/A
N/A
231
N/A
457
N•(A----------
840
NJ_A.._._...__.
1,205
MA ---------
1,606
N/A----
1,968
---_ N/A
2,111
21'-4" i 256"
PRESTRESSED
N/A------
N(A..__NIA.___
189
378
__.. N/A_--_
701
N/A
1 Q09
N/A.........
1,348
1,653
1,771
22'--0" 1 264"
PRESTRESSED
N/A
N/A __
168
----------- _______N/A
339
----------
632
N1!A.........
912
NLA_
1,219
N(A
1498
NIA
1,603
(288")
PRESTRESSED
N/A
N/A
--------------
N/A
---------........----------
N/A
N/A
---------------------------.
N/A[E]
__._
f,'124
_._._f______»
_--_
232
382
552
119
246
468
680
914
PRESTRESSED
1 200
LATERAL
E -8X8 P -8X8 ADDED
#5`s
N/A
UPLIFT
8INCH LINTEL
E 8X8I1_E-P-8X8-2U
8X8-1U -
P -8X12 -1U
-P-8X12-2U
P-8X16-1UtP-BX20-2U
+P-8X16-2u2
P-BX20-1U
P -8X24 1U
P-8X24-21
P- 8X28 -1U
P-8X2&ZU
P -8X32 -1U
-P-8X32-2U
LENGTH
TYPE
228
N/A
N/A
219
N/A
N/A
I
198
N/A
'
T-10" 1 (34")
PRECAST
2,887
3 893
--___1____»__.
7 319
,-.---L__------
9 772
,_.___L --------
242----
332____
524
682
848
988
14'-B"
(176")
PRESTRESSED
N/A
_».-
248
____
396
_____________
672
_____________________
977
1,356
1654
_
1893
4,351 .......
5,792
7,129
-�-8,721-
- 8L467 ---------
226
309
502
641
782
919
1 066
15'-4"
(184")
PRESTRESSED
N/A
_ _____ _ ___.___________________I___
231
370
---
616
---------.____.___-_______._.__-______----
912
1,243
1,587
-_--(----_--
1,812
17'-4"
(208")
PRESTRESSED
NIA------
---194-�-
- 261__ -
r 424 --
-- 548 -
652
--1024--
773
---1294- -
- 868
8,515
9,916
11,317
'
4'-6" (54")
PRECAST
301
569
757
2 898
3 567 ._._-__
1,464
4 905 __.__�__,___--__-
5 574
8,418
91.7
165
231
354
458
578
655
762
9,553
(232")
PRESTRESSED
N/A
_____________
169
_____________
259
_____________
435
__________ ___________
632
_____
851
.._ .-______
1 109
_____________
1,237
, __.._
.___. 5L419_--__
1,700
2,958
141
197
312
402
501
582
663
21'-4"
(256")
PRESTRESSED
N/A
142
_--_
232
382
552
732
924
1,052
22'-0".
(264")
PRESTRESSED
N/A
,_..,.138____
---_-194____
301
384
473
562
632
692
--------------
982
--------------,_____1._______._____L._______._____L________._--__L____----.---
1,275
2,572
140
225
356
513
691
875
1,004
24'-0"
(288")
PRESTRESSED
N/A
-___ 125^--_
____ 181_-__
_-_ 256
344
431
501
572
1068
1,694
2,602
3,509
128
203
321
472
608
762
864
LATERAL
E -8X8 P -8X8 ADDED
#5`s
N/A
382
N/A
N/A
365
N/A
N/A
i
312
N/A
N/A
e
267
N/A
N/A
228
N/A
N/A
219
N/A
N/A
I
198
N/A
If
DRISCOLL ENGINEERING, INC
Past Office Box 357577
Gainesville, Florida 32635-7577
Phone: (352) 331-1513 Fax: (352) 333-6996
EB#8690
8 INCH LINTEL
GRAVITY
8 INCH RECESS LINTEL
S --
E-8X8__P-8X8-0GJ..
P -8X8 TGr
P-8X12-0G
P-8X12-1G
P -8X16 -OG
-P-eX16-113
1..tRRq-OG
P-8X20-1G
P -8X24 -0G
-P-8X24-1G-
P -8X28 -0G
"P -8X28-] Gr'
P -8X32 -OG
-P -6X32 -1G-
LENGTH
TYPE
LENGTH
TYPE
-1G
P -8X22 -RDH -1G
P -8X26 -RDH -1G
P -8X30 -RDH -1G
TYPE
i
'
T-10" 1 (34")
PRECAST
2,887
3 893
--___1____»__.
7 319
,-.---L__------
9 772
,_.___L --------
12 224.
------t____»__.____-.=--_____._____
14 677
17 130
-___-_
19.582
_ -----------
_-____-_-4,219
12,292
____ 13,954
__(_.______--
5,195
4,219
7,552
10,005
12,457
14,910
17,363
19 B15
3'-6" (42")
PRECAST
2,080
- _1,947 -
4,351 .......
5,792
7,129
-�-8,721-
- 8L467 ---------
91.805 --------
Xt,142-__
--___f01B12 __--
-----12,240�_�w
4,239 -
2,175
4,579
6,983
3 403
16,438
12,155
13,673
'
4'-0" 1 (48")
PRECAST
1,717
1 136
---__1___-----,-----1---,-------------•---._1._______._____1.________.
3 058
3 976
4 895
5 813
6 731
_ .:. _ _,_____L______
7 649
9 278 ...........
-«9,65410,899---
----- 10f777
3,492
1,187
3,259
5,220
7,114
8,515
9,916
11,317
'
4'-6" (54")
PRECAST
1,460
965
------------
2,192
-----L._______,--_--L_.-_-_--•-----L.___
2 898
3 567 ._._-__
4 236
L_ ____-..._____L___-.
4 905 __.__�__,___--__-
5 574
8,418
91.7
4'-6" 1 (54")
1,008
2,349
4 004
5,660
7,188
8,371
9,553
'
5'-4" 1 (64")
PRECAST
1,166
822
-" -857 --
1 191
- 1
_ 2 619
2
_ 3 985 .
-
- 5 350
- 6 646
- 7,559
, __.._
.___. 5L419_--__
1,700
2,958
226-
749-
4l1
51.479
&L846
7---7
5'-10" 1 (70")
PRECAST
1 040
___- 733 _ '--'____1,092
1,061 -
___s82$_ __.____a238_-__
974
_-- 4,448
_____ 2,773____
3 623 ...........4_,473
1
____ 5L045_---_
1,538
764
3,958-
2,143
3,353
4-563__
5/772
6,982
'
6'-6" 1 (78")
PRECAST
907
692
--------------
982
--------------,_____1._______._____L._______._____L________._--__L____----.---
1,275
2,572
3 666
4 759
5 853
_
524
3 651
1120
720
1010
1 582
2 676
3 770
4,863
5,957
- T-6" 1 (9011)
PRECAST
760
582
824
1068
1,694
2,602
3,509
4,417
2(969------------
3,252__--_
7-13" (8411)
,
605
847
1,092
1,780
2,688
3,595
4,503
8'-6" 1 (102")
PRECAST
702
502 --- ,-------
711 ------ ---
92
-------- T_r--------
1,131
.11.846--------
___
lEi---------
___
•-____ 2.561 _____
------------
-
969
522
522
730
940
1,151
1920
2,695
3 471
'
9'-4" (112")
PRECAST
582
451
-_____ _.
637
,.. »._ _ ..
825
, ._ -.-» .»
1L013
_»--- --------
11.203
-------------
--_
_ 1,254 _-
r
1,538
-
529-
719
468
655
843
1,031
1,221 1
2,123
2,814
10'-6" (126")
PRECAST
506
---- 394 -__-
--___557 --_-•--------------.__
721
_ 8B5.
__ -----__-.
1 049
____1.________.--___L_
1 215
__.__
z 046
_____!________
318
503
503
527
707
410
573
736
900
1065
1503
2,103
'
11'-4" 1 (136")
PRECAST
461
411
___.. ._.
563
,_ ____________...____________
714
867
.___._._______..
1020
•._,.__L_______ -.__L
1174
1719
•-----_---_- --
i
___11227-.
1,570
361
426
577
729
881
1,034
1,188
1,773
_
12'-0" (144")
PRECAST
431
411
______________
563
,__-_ ______ __
714
,____-_____,___
867
______________.,.___L________
1020
1174
_____1._____.,_._.___L__-_-___
1719
(176")
PRECAST
187
426
577
729
881
1,034
1,188
1,773
13'-4" 1 (160")
PRECAST
340
386
----- ________.,._.,__..._......__-_,-___________.._,-----___------.____--------__.----_1._..__.__._____c____._._
527
670
812
955
1099
1244
_ 603
891 --
729 _
�_1,Q55
_,. 854 _
1,219
399
541
683
826
969
1 113
1,258
'
14'-0" (168")
PRECAST
285
343
---_____------
469
.--------------
595
•---_____---_--
722
•-------.___
849
.---- _-___ ___
976
_______.__ ----
1 104
-____L_____---
355
481
607
734
861
988
1 116
141-8" (176")
PRECAST
239
325
444
564
684
804
924
11.045__-_
337
456
575
695
815
935
1,056
'
15'-4" 1 (184")
PRECAST
202
309
___ -________._«____________,______________.___.,_________-.-----_________,__________----•--_--f______--
422
536
649
763
877
992
320
433
547
660
774
888
1 003
8 INCH RECESS LINTEL
S --
UPLIFT
P -8X10 -RDH -OG
1 --
-8X6 P -8X10 -1G
E -8X6 -RDH
P-8X6-RDH-1U
___..
P -8X6 -RDH -2U
P -8X10 -RDH -1U
_____----
P -8X10 -RDH -2U
P -8X14 -RDH -1U
I P -8X14 -RDH -2U
P -8X18 -RDH -1U
I P -8X18 -RDH -2U
P -8X22 -RDH -1U
I P -8X22 -RDH -211
P -8X26 -RDH -1U
_-_
I P -8X26 -RDH -2U
P-8X3b-RDH-1U
P-8X30-RDH-21LI
LENGTH
TYPE
-1G
P -8X22 -RDH -1G
P -8X26 -RDH -1G
P -8X30 -RDH -1G
TYPE
i
967
3 898
'
3'-8" 1 (44")
PRECAST
2,027
988
________________________
3 045
_ ________,_.__.._..__L_________
5 665
8,36s
_------L-____ _ _
10 354
____„__L_____-___.__--------__--___
12,292
____ 13,954
__(_.______--
5,195
-__----
7,313
-------r____--__---•----__-�
8,910
988
4,297
5,665
8,365
10,354
12,292
1319S4
„ „
1'-0" (48)
PRECAST
1,799
881
-------------------------
2 411.
r ______
4,607
.______-_________
_._______--__
6,980 ----
------91107__-__
--___f01B12 __--
-----12,240�_�w
4,239 -
6 200
7 815
881
3 403
4 607
6 980
9,107
10,812
12,240
`796
9' 4" ; (52")
PRECAST
1,619
"__ .---
1,962
----2,704----
3,780
-----3,780'---
5,727
--- -5897_ .«
'
_- - 7 503
8,014_--
9 278 ...........
-«9,65410,899---
----- 10f777
3,492
5,238
6,959
796
9,453
4'-,6" 1 (54")
PRECAST
1,229
- _726
2,228
_.2
2(5fi3_ __--
------ 222a __
-----31901 -_____
760
,-----------
3^43.1«-„__
s11�8-_---
PRECAST
8,418
91.7
4'-6" 1 (54")
PRECAST
1,542
760
2,409
3,431
_
5 440
--_---6,808
7,448
9,165
........
10,332
I599
3-8" 1 (68")
PRECAST
1,008
-- ---------------•-_---
11038 __-_-
-----11.507-----
------2-965_____
._____3 876
r
, __.._
.___. 5L419_--__
1,700
2,958
4,215
599
1,273
1 507
3,324
4,858
6,392
7,649
5' 10" (70")
PRECAST
941
580
974
11.458--_--
_____ 2,773____
3 623 ...........4_,473
562-�-�-
____ 5L045_---_
1,538
2,748
3,958-
580
1,231
1,458
3,088
4,565
6,042
7,242
6' 8" 1 (80")
PRECAST
214
517
733
-----11.264-----
�___«-2,055_ __
_____21679___._._____3,304
524
3 651
1120
1973
3,031
517
1,083
1,284
2,210
3,506
4,801
5,820
1
i 691
_.___.,.._____.�.._____..___.___---_J--__-----_.__-_--_t__._
2 683
3 675
664
11.217............
11.563_
21409
2(969------------
3,252__--_
7-13" (8411)
,
PRECAST
195
___._...491_
491
1,026
1 217
1 563
_ ------------
3,110
4,328
5 268
71-6" (90")
PRECAST
171
457
____________ ____._
580
_---.------_---
1 130
-------c_.__-__--
1 452
-_-----1____-____
_- -_-_z1Q79 _____
•-____ 2.561 _____
------------
-
969
1215
2,234
457
951
1,130
1452
2,600
3,717
4,557
9'-8" (116")
PRECAST
113
,- 358 __--
-
__-- 370
-
810
_-
� _ 969 __--
_ 1,254 _-
r
1,538
-
529-
719
906
1081-
358
594..............
872-.--_
1,122
f 371
T_E6
2,495--
8 INCH LINTEL
GRAVITY
8INCH
UPLIFT
P -8X10 -RDH -OG
1 --
-8X6 P -8X10 -1G
P-8Xi4-RDH -OG
P
P -8X18 -RDH -OG
P -8X18 -RDH
P-8X22-RDH-OGP-8X26-RDH-OG
P -8X12 -1U
-----------
P -8X12 -2U
P-8X30-RDH-OGE-8X6-RDHP-8X6-RDH-OG
LENGTH TYPE
_ w
P -8X28-10
------------------
P -8X28 -2U
P -RDH -1G -RDH
-8X14 -RDH -1G
-1G
P -8X22 -RDH -1G
P -8X26 -RDH -1G
P -8X30 -RDH -1G
TYPE
i
967
3 898
4 483
5 654
=-----___--
6 824
7 995
9 166
T-8" 1 (44")
___
PRECAST
1,636
_______
967
_L____
4,078
__(_.______--
5,195
-__----
7,313
-------r____--__---•----__-�
8,910
_____ ____
10,507
__---__r ____
12,104
4'.-0" (48")
PRECAST
1,445
854
3,058
_31.517_-
4,435
_---5,354 -
------6,272- ............
7,190--__-,
PRECAST
2,571
__ 1L944-__
1,944
854
5,-M
4,239 -
6 200
7 815
9-1-2-1-6
10,616
(52")
PRECAST
1,294
764
________________ _
2,463
________(__________
21 833
_........_.__.__.__
3 572
(__ ----------
4 312
�_
5 051
___J _..,.-___-_
5 791
_______.L________.._
W
--11,648
.._, __
11648
13,353
---___--__--
13 353
764
2,619
3,492
5,238
6,959
8,206
9,453
4'-,6" 1 (54")
PRECAST
1,229
- _726
2,228
_.2
2(5fi3_ __--
------ 222a __
-----31901 -_____
__-__-41571 .............
-,----
_
514"
(64")
PRECAST
7211
349_____
3,177
4,832-
6,488
7,780
8,962
[^ (� '
5' 8" 1 (68")
PRECAST
908
582
___________________
1 134
____L_____----.
1 700
_-______(____-----.
12 58
-_.______----__
4 215
_----__ L __.____.__
____51322_____-.------61107------
11.232
--1 308
21.332
2,332
5L$�:4 _.
3,810
41$89
- 5,287
582
1,134
1,700
2,958
4,215
5,473
6,730
5'-10" (70")
PRECAST
875562
-+�-W
1,092
------ _-_-__ 1,518__-_ ---------
2(748 -------
..... 1258 __.-.._.
_»_41955 -
4955 -----
_--_--5,686 -----------
_
1,085
7-6„
562-�-�-
1,092
1,538
2,748
3,958-
5,168
6,3.77
6'-8" 1 (80")
PRECAST
740
524
978
,___ _ __
1 120
_..__-_.,(:.....,.,..,., _
1 973
__________________
3 031
,__ - _ � .____..,.___
4 088
___.� _ __ __.__-----'
5 146
------ _»_
624
1,042
1 367
524
978
1120
1973
3,031
4,088
5146
'7' -0" 1 (84")
PRECAST
696
494
------------ -- --
921
--.__,....._-_______
1 054
_______-(____------,------__(_.
i 691
_.___.,.._____.�.._____..___.___---_J--__-----_.__-_--_t__._
2 683
3 675
4 667 ......
2,867
____ ______
4 184
_ 823
823
494
921
1,054
1,691
2,683
3,675
4,667
7'..6" I (90")
PRECAST
639
455-------
-------847--- ___
969
_:1(215
2 234------.----3,142------•-••_
4,049__
495
455
847
969
1215
2,234
3,142
4,049
(116")
PRECAST
336
- ___ _ 338_ _--
_---_ 629 ____
__.._ 719_-__--
__---_ 900 ___-- _
_____ 1,081 ___
__ _ 1,596 __-,_
-1
_ _ 21259 _
-
1,364
_-_-----_-.-
1,429
___1,593
_________
1,661
____
11884--
2,606
338
529-
719
906
1081-
595
2,259
8INCH
UPLIFT
LATERAL.
SIC
E -8X8
P -8X8 -1U
--------------
P -8X8 -2U
P -8X12 -1U
-----------
P -8X12 -2U
P -8.X16 -1U
------------
P -8X16 -2U
P -8X20 -1U
------------
P -8X20 -2U
P -8X24 -1U
,.-----------
P -8X24 -2U
P -8X28-10
------------------
P -8X28 -2U
P-BX32-1U
------
P -8X32 -2U
E-8X8
P -8X8
ADDED
#5's
_LINTEL
-- - -
LENGTH
TYPE
2'-10"
34"
( )
PRECAST
3,533
-_4,074___
4,074
__81.203___
8,203
11(335-_
-11,335
_ 141.294--
14 294
--17L253__
17,253
,_261.212__
201212
__23,171
23,171
3 487
`
3 487
'
i0 396
,
3'-6"
(42")
PRECAST
2,571
__ 1L944-__
1,944
__ 44845 --
4,845
-� 7 747_
7,747 �^
_101.059__
- 10,059
--121.141-�
12,141
,� 141.223-«
14,223
__ 161305 -
16,305
2,525
2,525
5,451
(48")
PRECAST
2,13B
1,256
------_____.,_-----------•----L-__-_
1 256
3!404
3 404
5 777 __
51777
___8,150 --
8 150
_
_-91943 --
9,943
--11,648
.._, __
11648
13,353
---___--__--
13 353
2 092
2 092
3 743
'
4'- 6"
(54")
PRECAST
1 832
'
--1,079- __._______-___,.----__-_---
1,079
2,410
2,410
4,419 _
4 419
__ 61.427 __
6,427
81426 __
-__.
8,426
_._9,871
..__ _._ .......
9,871
11,315
11,315
1 642
1 642
2 727
'
_
514"
(64")
PRECAST
1,481--
899
899
-1L368-__.__
1 455
3 009
4 671
~6,334
_._71109--
7,996
---81161--
9,379
1,436
1,436
1,763
5-10"
(70)
PRECAST
1,330
_ 808
808-�--
11.232
--1 308
21.332
2,332
5L$�:4 _.
3,810
41$89
- 5,287
__5
_,7�g __
6,764
__6 586__
8,242
1,285
1,285
1,411
6'-6"
(7B")
PRECAST
1,027
734
----_
734
1115
1,221
1,491
•---_L___,___
1,604
3 038
___-
3,03W
•--- 31808
4,376
_-,41470 -_
-
5,715
_-_ 5,131 _-
7,054
1,127
1,127
1,085
7-6„
(90„)
PRECAST
634
624 -
951
- - --
1275
- ! -
__ 2,025 _
- -
2,774
-
_-_3,255 ^
3,736
-
ry
951
.951
773
�U
624
1,042
1 367
2,025
3,142
1 4,259
51376
81-611
(102)
PRECAST
427
545
..___-,------.------------.____L______
545
833
913,
1 118
1,197
1 401
____L__-__--
1,483
2,129 __
,_____
2,266
2,498
..._'_ _ _
3 225
2,867
____ ______
4 184
_ 823
823
579
(112")
PRECAST
323
495
756
-1L016 .......
11.274 _-
-_-1,531_-.
--_2,065
_ 2,370
_
667
667
468
495
829
1,088
1,347
1,607
2,568
3,427
_
10' 6"
126"
( )
PRECAST
230
440
________ ._..__
440
:672
_._____.-----------.
738
904
968
__ 1L135�--
1198
1,364
_-_-----_-.-
1,429
___1,593
_________
1,661
____
11884--
2,606
- 512
512
359
_-
11'•-4"
(136")
PRECAST
376
421 __
- -595
- 421 y
584
-__---------_
747
794
.-----_-_
962-��
1,004
_._._»...
-- 1,179
1,214
____
-- 1-,.3-9..6
i 424
1_______
--1 614
1 633
.___ J __ ___
2 221
595
303
12`-0"
144"
PRECAST
318
503
503
527
707
-. 717
911
_-- 906
1116
___11095._
1321.
__ 1,2-- --
1,527
-- 1,473 __
1,734
510
512
267
(160")
PRECAST
238
360
"360--
440
--640-�
--598--��
825
755
-1,011-
912 .......
1197
11070'-
1,383
___11227-.
1,570
361
361
212
1=1.13 „
„
(168)
PRECAST
210
344
-----------------------
406 -•-
612
551._897
789
967
842
1,144
_.�87.__
1,323
---1 132-_
1 -
1501
309
309
191
IT-8"
(176")
PRECAST
187
329
329
378
587
512
757
646
927
781
1097.
915
1268
1,050----
1440
265
265
173
PRECAST
168
.__„ 316--_-
316
-�- 353- ........
564
478-___
727
_ 603
891 --
729 _
�_1,Q55
_,. 854 _
1,219
_ 979
1,384I -T
230
229
157
ARCH IT EC TS
Deson
Grounc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
SUBDIV. ' de LAT:
TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1"703.00
MODEL. -
"2498"
GARAGE 8 WING:
LEFT
PAGE:
LINTEL
SCHEDULE
(PRO -CRETE)
rARCHITECT-
.
ATE OF FLORIDA
MAR 3 1
DA
03/31/10
SIC
:1/4"=1'-0"
SH3ftT
W
� .
2 or2l]
W
V
v
Q
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Q
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SUBDIV. ' de LAT:
TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1"703.00
MODEL. -
"2498"
GARAGE 8 WING:
LEFT
PAGE:
LINTEL
SCHEDULE
(PRO -CRETE)
rARCHITECT-
.
ATE OF FLORIDA
MAR 3 1
DA
03/31/10
SIC
:1/4"=1'-0"
SH3ftT
� .
2 or2l]
10 O O
3050 -SH 4050 -SH 3050 -SH
FIRST FLOOR
1
I� II
o. BATH
0�WI
0 va
1
COPT. OWNER'S BATH
U
fil
3050 -SH
3050 -SH
EGRESS
EGRESS
12
7D
OR
120 MPH WIND
FOYER \
LIVING 1
I
8
35-sH 6
PORCH
I I r.
ELEVATION 99C99 & 99,D99
o
mommumomm
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSM FOR 3 SECOND GUM
CALLi
SOUARE
FOOTAGE
WINDOW SIZE
AND TYPE
ZONE
W MPH WIND
REMARKS
120 MPH WIND
1
112
16'-0 X 1'-0
GARAGE DR.
5
18.3/ -22.4
21.8/ -26.1
2
33
50(08
S. G. D.
4
20.2/ -22.0
24.0/ -26.3
3
1�
25 -SH
4
21.1 / -22.9
25.1/ -2'1.3
4
1-I
25 -SH
4
21.1 / -22.9
25.1/ -27.3
524
35 -SH
4
20.6/ -22.4
��rrrrir
24.5/ -26l
6
20
3068 DR
4
20.8 / -22.6
�
v
24.x/ -26.9
-�
16
3050 -SH
EGRESS
4
21.2/ -23.0
252/ -21.4
"IA
10
2050 -SH
TEMP.
4
25.8/ -28.0
8
16
3050 -SH
EGRESS
5
21.2/ -28.0
252/ -33.3
9
16
4050 -SH
EGRESS
4
20.8/ -22.(0
24.1/ -26.9
10
16
3050 -SH
EGRESS
5
21.2/ -28.0
252/ -33.3
11
16
4050 -SP
EGRESS
4
20.8/ -22.(0
24.-1/ -21&.9
12
16
3050 -SH
EGRESS
4
212/ -23.0
252/ -21.4
WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
BUILDING CODE, 200-1 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=120MPH (3 SECOND GUST)
IMPORTANCE FACTOR =1.0
EXPOSURE CATEGORI' = B
MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING
2'-4" 11'-411 21-41
ZONE 5
p = +21.8 / -26.55
ZONE 4 Q
p = +21.8 / 44.0 ,-
PERCENTAGE OF AREA WITHIN ZONE 4:
A4= 11.33= 16=0.71 ft2
PERCENTAGE OF AREA WITHIN ZONE 5:
A5=4.66- 16=0.29ft2
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p=21.8(0.9)+21.8(0.10)
= 19.62 + 2.18
= 21.8 psf
AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR:
p = -24,0 (0.71) + - 26.55(0,29)
= -17.05 + (-7.7)
= -24.75 psf.
AVERAGE GARAGE DOOR PRESSURE:
p=21.8/-24.8
ARCH IT EC TS
,Des!
G ..0!.
LONGWOOD, FL 32750
PH: 407-7746078.
FAX 407-774-4078
www.abdesigngroup.com
AA #: 0003325
a - i
8U'EDIV. & IAT:
TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1"703.00
MODEL:
„2498„
GARAGE 9iNG:
LEFT
PAGE:
FIRST /
SECOND
WIND LOAD
CALCULATIONS
ARCHITECT -
STATE OF FLORIDA
MAR 3 1 1D
D ; 03/31/10
s :1/4"=1'-0"
8 ET
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TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1"703.00
MODEL:
„2498„
GARAGE 9iNG:
LEFT
PAGE:
FIRST /
SECOND
WIND LOAD
CALCULATIONS
ARCHITECT -
STATE OF FLORIDA
MAR 3 1 1D
D ; 03/31/10
s :1/4"=1'-0"
8 ET
ic OF21
I
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11
101 -all
161_�{II
FAMILY
ROOM
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281--111
111 -all
101_011 51_x11 31-011
811 -all J C�
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L.B.W. — — W.
5TM. OF HDR 2-6
�? +� '11-4" A.F.F.
m iv STAIR DATA
b 16 TREADS 6 S.5
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e
if
9
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401-011
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PATIO
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5068 S.G.D.
— — -� I ---- O-0 ---,
1
DINING 3 4 I RANGE 1
s' -s" CLG. 1 0
(TILE) z
0 `� KITCHEN
40 i/2" LOW I -` 8'-S" GLG.
WALL W/ 14" J (TILE) —
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r
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(CARPET)
2498
26
12
446
L J
LINE OF
TOTAL ELEV. "A" 4 "5"
TOTAL ELEV. "C' 4 IIDII
r
5Q. FT.
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CEILING
i
N
401-011
11'-5"
PATIO
i' -0"x5'-011
5068 S.G.D.
— — -� I ---- O-0 ---,
1
DINING 3 4 I RANGE 1
s' -s" CLG. 1 0
(TILE) z
0 `� KITCHEN
40 i/2" LOW I -` 8'-S" GLG.
WALL W/ 14" J (TILE) —
TOP I n IIS
- 110
r1-�II
i �
L.B.W.
Qb
r — — -i
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CALL. 9S
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2498
26
12
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PANTRY
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6-5" CLCD.
(TILE) kcOND.
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PIPE
2 -CAR GAR.
6-b" CLCD.
x%16 "X16 " BASE STONE
W/12"X12" COLUMN ELEV. IIAII 31.011 I 1( I_01I 3I-011
A50VE �••7 SSCCJ/ K� K/
18'-011 22'-011
.401-011
1ST FLOOR PLAN
r
I
m
—STONE
ELEV. "5"
MODEL SPECIFICATIONS
* GARAGE DRYWALL t0 5E
TAPED, UNPAINTED, UNFINISHED
* WINDOW SILLS TO BE OPTIONAL
* MASTER AND SECONDARY 5ATH
TO RECEIVE aro" MIRROR
* VANITY MIRRORS t0 5E RAISED
OFF 5ACKSPLA5H
* ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
* ALL TU5 FIXTURES t0 BE WALL
MOUNTED
N a-1/2" 211
ELEC. OUTLET
PER ELEC. CODE
05L.
PLATE
N �w =
w0
U
(D -BAR DETAIL
FOYER \
LIVING8'-(T11ILE �.
<r (CARPET)
m
11111179
m e
--
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I 35 -SH
W I I 8'_Q11 S' -a" all
0
PORCH
10'-0" -4" 5l_4"
�t 16 "X16" SASE
W/TAPE RE D
I COLUMN ABOVE —
I SCONE
ELEV. 3l_01l
22'_011
401-011 Y/
ELEVATION "C" & "D
99
1x6 POST
_ COVERED
i� PATIO
I
1.811
22'-411
5068 S.G.D.
,4CTIVE
Cove PORCH
O
14'-0"
---------------
4X4 4X4
Ii
I POST POST
I ' I
I
COVERED
PATIO
14'-0"x12'-0" 1 `"
s'-8" CLC.
5068 I I
ra-� COVERED PATIO
42 " LOW WALL
N
CALL. 9S
LIVING
-'
w/ 1X6" GAP
w
LIVING (1St.)
LIVING (2ND.)
S' - s" CLG-
SQ. FT.
SQ. FT.
--
(CARPET)
2498
26
12
446
SQ. FT.
5Q. FT.
SQ FT
SQ. FT.
LINE OF
TOTAL ELEV. "A" 4 "5"
TOTAL ELEV. "C' 4 IIDII
r
5Q. FT.
SQ. FT.
CEILING
15'-011 31_811
35
80
SQ. FT.
SQ. FT.
--
--�—�
w
a
m
FOYER
\
O
0
i (TILE)
w
�
�
d
0
a
Ll
m
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35 -SH,
1 I ENTRY
U
Ell
q
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_4
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0
—
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PANTRY
VW 1 11114.
- LAUN.
6-5" CLCD.
(TILE) kcOND.
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PIPE
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6-b" CLCD.
x%16 "X16 " BASE STONE
W/12"X12" COLUMN ELEV. IIAII 31.011 I 1( I_01I 3I-011
A50VE �••7 SSCCJ/ K� K/
18'-011 22'-011
.401-011
1ST FLOOR PLAN
r
I
m
—STONE
ELEV. "5"
MODEL SPECIFICATIONS
* GARAGE DRYWALL t0 5E
TAPED, UNPAINTED, UNFINISHED
* WINDOW SILLS TO BE OPTIONAL
* MASTER AND SECONDARY 5ATH
TO RECEIVE aro" MIRROR
* VANITY MIRRORS t0 5E RAISED
OFF 5ACKSPLA5H
* ALL DOORS ARE 6'-8" HIGH
UNLESS NOTED OTHERWISE.
* ALL TU5 FIXTURES t0 BE WALL
MOUNTED
N a-1/2" 211
ELEC. OUTLET
PER ELEC. CODE
05L.
PLATE
N �w =
w0
U
(D -BAR DETAIL
FOYER \
LIVING8'-(T11ILE �.
<r (CARPET)
m
11111179
m e
--
c�
I 35 -SH
W I I 8'_Q11 S' -a" all
0
PORCH
10'-0" -4" 5l_4"
�t 16 "X16" SASE
W/TAPE RE D
I COLUMN ABOVE —
I SCONE
ELEV. 3l_01l
22'_011
401-011 Y/
ELEVATION "C" & "D
99
1x6 POST
_ COVERED
i� PATIO
I
1.811
22'-411
5068 S.G.D.
,4CTIVE
Cove PORCH
O
14'-0"
---------------
4X4 4X4
Ii
I POST POST
I ' I
I
COVERED
PATIO
14'-0"x12'-0" 1 `"
s'-8" CLC.
5068 I I
ra-� COVERED PATIO
EXTERIOR MASONRY
WALL 5RG- HEIGHTS
5RG.
1///-
LOAD 5RG. WALL.
rA R C H IT E �CT S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
�
SQ. FT.
CALL. 9S
w
LIVING (1St.)
LIVING (2ND.)
1048
1450
SQ. FT.
SQ. FT.
TOTAL LIVING
ENTRY ELEV. "A" Q `5"
ENTRY ELEV. "C" 4 "D"
GARAGE
2498
26
12
446
SQ. FT.
5Q. FT.
SQ FT
SQ. FT.
TOTAL ELEV. "A" 4 "5"
TOTAL ELEV. "C' 4 IIDII
29.10
3016
5Q. FT.
SQ. FT.
PATIO
OPT. COVERED PATIO
35
80
SQ. FT.
SQ. FT.
w
a
EXTERIOR MASONRY
WALL 5RG- HEIGHTS
5RG.
1///-
LOAD 5RG. WALL.
rA R C H IT E �CT S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
�
w
�
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SUBDIV. 8c LOT:
TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1703.00
MOLIE3U
,,2498„
GARAGE SWING:
LEFT
PAGE:
FIRST
FLOOR
PLAN
ARCHITECT-
STATE OF FLORIDA
t4AR a 1
np� 03/31/10
SC LE: 1/4"=1'-0"
SkftET
2 03.2 I
ill
.�T.15"A
FA
2ND FLOOR PLAN
MODEL SPECIFICATIONS
WINDOW SILLS To, BE OPTIONAL
- MASTER AND SECONDARY 5ATH
To RECEIVE 36" MIRROR
- VANITY MIRRORS TO BE RAISED
OFF BACKSPLASH
- ALL DOORS ARE &'-8" HIGH
UNLESS NOTED OTHERWISE.
- ALL TUR FIXTURES TO BE WALL
MOUNTED
-----------------------�
i \-------------------�� I
I I I I
' S SUITE
I I OWNER '-0" I '-0..
I I 9' -0" GLC. TYP. I TTP.
(CARPET)
I I I I
------------------�`
I' -----------.-------- ---��
EG ESS" EC3050-SP 0 55
I
1 OPTR P�-VAULT
�-� 3(ox(o0 -
2-� SHOWER
I
2
0. BATH
9" d
N
�I
WC. `~
3'-4"
11 L
OPT. OWNER'S BATH
i
A R C H I T E C T S
Design
Group �nG
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
12'-2"
2' -IO" 1�'-4"
18'-0" 2'-1011
W
cp
3050-5H
4050 -SH
3050 -SH
EGRESS
EGRESS
EGRESS
v
LOFT
BEDROOM# 4
�j 4_0
BEDROOM #3
W
_
0" CLG. (CARPET)
�
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1
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U
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81-011T G G
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8
S -8
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STAIR DATA
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1 S'-0` CLG.
I (CARPET)
fro TREADS O 9.5"
6.,
iR-ISN —
15'-0"
3'-4"
�'-10"
4-0
BEDROOM #2
a'-0" CLG.
(CARPET)
1
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0
OWNER'S SUITE
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4050 -S1 -I
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EGRESS
I
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3050-
EGRESS EGRES5
oil
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51
oil
16'-0"
71122'-0°
401-011
FA
2ND FLOOR PLAN
MODEL SPECIFICATIONS
WINDOW SILLS To, BE OPTIONAL
- MASTER AND SECONDARY 5ATH
To RECEIVE 36" MIRROR
- VANITY MIRRORS TO BE RAISED
OFF BACKSPLASH
- ALL DOORS ARE &'-8" HIGH
UNLESS NOTED OTHERWISE.
- ALL TUR FIXTURES TO BE WALL
MOUNTED
-----------------------�
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I I OWNER '-0" I '-0..
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A R C H I T E C T S
Design
Group �nG
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LrOS%
TUSCA PLACE
SOUTH
LOT #21
PROJmCT#
1703.00
MODICL:
"2498"
GARAGE STIMG:
LEFT
PACE:
SECOND
FLOOR
PLAN
ARCHITECT -
STATE OF FLORIDA
MAR V 2010
D - 03/31/10
8 1/4"=1'-0
12
SI -MET
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TUSCA PLACE
SOUTH
LOT #21
PROJmCT#
1703.00
MODICL:
"2498"
GARAGE STIMG:
LEFT
PACE:
SECOND
FLOOR
PLAN
ARCHITECT -
STATE OF FLORIDA
MAR V 2010
D - 03/31/10
8 1/4"=1'-0
12
SI -MET
3 ort 11
18'-0" 2nd FLR. ERGs
RAISED OR SCORED
BAND (DETERMINED PER
COMMUNITY)
10'-0" 2ND FIN. FLR.
8'-8" BRGs HGT
WINDOW STYLE DETERMINED
PER COMMUNITY
RAISED OR SCORED
BAND (DETERMINED PER
COMMUNITY)
0'-0" FIN. FLR.
18'-0' 2nd FLR. BRG
10'-0' 2ND FIN. FLR.
5'-5" ERGs HGT
0'-0" FIN. FLR.'
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FRONT ELEVATION
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TEXTURED FINISH
12
5
12
11
o 25'-3" RIDGE HCaT.
,.{418'-0" 2nd FLR. BRGs
1-0II
d%101-0" 2ND FIN. FLR.
8'-8" BRGs HGT
RAISED OR SCORED
BAND (DETERMINED PER
COMMUNITY)
re: o
18'-0" 2nd FLR. 5R3
10'-0" 2ND FIN. FLR.
IV
8'-8' BRCS HC -;T
0'-0" FIN. FLR.
-1/6' 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
RI ERGLASS SHINGLES OVER *15
FELT PAPER ON 1116' 0.8.5.
SHEATHING OR 1/2' COX PLYWOOD
SECURED PER NAILING SCHEDULE
?10'-01 2NDFIN. F
LSU -26
2x6 RAFTERS 12
5 �-
2x6 LEDGER SECURED
W/ 1/4" x 4' LAG BOLT
W/ 2' DIA. WASHER 0
24' O.G. MAX
• 2x6 BLOCKING
AS REQUIRED
LUS26 W/ (4) 10d's
TO LEDGER AND (2) 10d's
TO 2x6 JOIST
2X6 LEDGER W/ 1/2"x8'
THREADED ROD 32' O.C. 3,-O„
MAX. SET IN SIMPSON
HIGH STRENGTH EXPDXY
6' MIN EMBED.
1/2'THICK, 2 COAT CEMENt
PLASTER APPLIED
DIRECTLY TO MASONRY
S. G. D. @ GABLE
2ND FIN. FLR. OIL12 — —
5
8'-8" BRGs HGT —
Af
01-01, FIN. FLR.
,j
COPT• COV. PORCH
A R C H I T E C T S
/Despirfrn
Grounc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bd es igngrou p. com
AA #: 0003325
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12
5
12
11
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,.{418'-0" 2nd FLR. BRGs
1-0II
d%101-0" 2ND FIN. FLR.
8'-8" BRGs HGT
RAISED OR SCORED
BAND (DETERMINED PER
COMMUNITY)
re: o
18'-0" 2nd FLR. 5R3
10'-0" 2ND FIN. FLR.
IV
8'-8' BRCS HC -;T
0'-0" FIN. FLR.
-1/6' 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
RI ERGLASS SHINGLES OVER *15
FELT PAPER ON 1116' 0.8.5.
SHEATHING OR 1/2' COX PLYWOOD
SECURED PER NAILING SCHEDULE
?10'-01 2NDFIN. F
LSU -26
2x6 RAFTERS 12
5 �-
2x6 LEDGER SECURED
W/ 1/4" x 4' LAG BOLT
W/ 2' DIA. WASHER 0
24' O.G. MAX
• 2x6 BLOCKING
AS REQUIRED
LUS26 W/ (4) 10d's
TO LEDGER AND (2) 10d's
TO 2x6 JOIST
2X6 LEDGER W/ 1/2"x8'
THREADED ROD 32' O.C. 3,-O„
MAX. SET IN SIMPSON
HIGH STRENGTH EXPDXY
6' MIN EMBED.
1/2'THICK, 2 COAT CEMENt
PLASTER APPLIED
DIRECTLY TO MASONRY
S. G. D. @ GABLE
2ND FIN. FLR. OIL12 — —
5
8'-8" BRGs HGT —
Af
01-01, FIN. FLR.
,j
COPT• COV. PORCH
A R C H I T E C T S
/Despirfrn
Grounc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bd es igngrou p. com
AA #: 0003325
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1'703.00
]IJOIDEL:
"2498"
GARAGE 3 W CN G:
LEFT
PAGE:
FRONT &
REAR
ELEVATION
pp A„
ARCHITECT
STATE OF FLORIDA
DAT s 03/31/10
19CILE:1/4"=1'-0'°
SHEET
4 A Ort 11
10'-0" 2ND FIN. FLR.
81-811 BRG HGT h
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8'-8" BRCS HCxt �,
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LEFT 51MILAR
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RIGHT ELEVATION
18'-0" 2nd FLR. BRCxIV
ii 10'-0" 2ND FIN. 1=LR.
V- 8" BRCS HGT
RAISED OR SCORED
,ND (DETERMINED PER
COMMUN IT'r)
0'-0" FIN. FLR.
18'-0" 2nd FLR. BRG
10'-0" 2ND FIN. FLR.
d4 8'-8" BRG HGT
ly
0'-0" FIN. FLR.
A R CH I T E C T S
OF[Feiin I
Groupinc.
1441 N. RONALD REAJBLVD,
LONGWOOD, FL 3
PH: 407-774-6
FAX: 407-774-4
www. a bd es igngroAA#:00033
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SUMDIV. & LOT;
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1"703.00
MODEL:
"2498„
GARAGE 5 M NG:
LEFT
PAGE:
LEFT &
RIGHT
ELEVATION
A„
ARCHITECT:
STATE OF FLORIDA
DA 03/31/10
1/402=10-011
SHEET
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TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1"703.00
MODEL:
"2498„
GARAGE 5 M NG:
LEFT
PAGE:
LEFT &
RIGHT
ELEVATION
A„
ARCHITECT:
STATE OF FLORIDA
DA 03/31/10
1/402=10-011
SHEET
5 A ort I
HEADER SPAN CHART
UP TO
CONNECTOR SCHEDULE
SINGLE
SIMPSON
4'-I1 1/2
1/2"
DES. UPLIFT
GRAVITY FASTNER
>-
META -16 1450
(1) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY
Z
0
(2) META -16 1985
1900
(10) 10d x 1 1/2 1 -PLY
(14) Ibd 2 -PLY
in
a
HETA-16 1810
(9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY
SIZE
HETA-20 1910
(9) 10d x 1 1/2 I -PLY/ (9) l6d 2 -PLY
DBL 2
ID5L 2
DBL 2
DBL 2
(2) HETA-20 2035
2500
(10) 10d x 1 1/2 1 -PLY
(12) 16d 2 -PLY
W
MGT + 3965
(1) 5/8- A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD
HGT-2 + 10990
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (16) I0d TO WOOD
HGT-3 + 10530
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
UL
LTAI 1420
(12) 10d x 1-1/2'
VGT 4940
(1) 5/8' A.71R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD
Lin
(2) Vol (2-10LY/3-FI.Y) 1185/b890
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3- t0 WOOD
MTS -12 1000
(14) 10d x 1 1/2
HTS -16 1150
(16) 10d x 1 1/2
I
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HTS -20 1450
(24) 10d x 1 I/2
II
LSTA-12 ++ 925
(10) 10d
LU
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(14) 10d
V)
MSTA-18 ++ 1315
(14) 10d
CL
MSTA-24 ++ 1640
(18) 10d
X
MSTA-36 ++ 2050
(26) 10d
~
V1
MSTI-36 3800
(36) 10d x 1 1/2
MSTI-48 5065
(46) 10d x 1 1/2
U
H6 950
(8) ad t0 PLATES, fS) ad TO STUDS
6104 985
(6) 10d x 11/2" TO STUDS
A33 150
(4) 10d t0 BEAM (4) 10d t0 POST.
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(6) 10d x I-1/2'
HIO 995
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ABU 44 2200
6665 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (12) 16d TO WOOD
V)
ABU 66 2300
12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d TO WOOD
(X
LTTI9 +++ 1340
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (S)Icd t0 WOOD
0
LTT20B +++ 1625
(1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' MBE .) IN GONG. (2))J' BOLT t0 WOO
L)
3610
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED-) IN CONC. (18) 10d x 1 1/2' TO WOOD
ZZ
HTT4 4235
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (18) 16d x 2 1/2' t0 WOOD
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d x 1 1/2" TO WOOD
Htt5 4610
5
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (26) 10d TO WOOD
/8 T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC. (26) Ibd x 2 1/2' TO WOOD
HHDQII-SDS 2.5+ 11,445
[1A.�TR IN HIGH STRENGTH EPDXY, (MIN. 10' EM5ED.) IN CONC, (24)SDS 4' x " WOOD
1 6400
(1)1/6' Aa IN HIGH STRENGTH EPDXY, (MIN. 1'EMBED.) IN CONC (34' STUD BOLTS t0 WOOD
MBHA 3.56/11.25 3415
5330 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. TOP,
(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (P.15" EMBEDMENT) IN C.M.U. FACE,
(ISAOd TO BEAM
V)
W w
HUSC412 (WOOD) 3240
2510 (FLOG (10) 16d TO HEADER, (10) I&d TO WOOD
3140 (ROOF)
0
HUC410 (CMU) laic
5085 18-1/4' x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD
Z
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HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN BE OU55TITUTED 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
H
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM 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 MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZED PER ASTM -A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE
ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2001- 'HIGH WIND RESISTANT CONSTRUCTION
C -1411105-R', T-ANGHORSF'EC01, AND ANCHORING i FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG G-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
SINGLE
STO>� Y APPLICATION
4'-I1 1/2
1/2"
AND UP
SIZE
LID
CLEAR SPAN
DBL 2
DBL 2
D5 L 2
D5L 2
x 6
x 8
x 10
x 12
UP TO 5'-4"
5'-4' TO 1'-0"
-P-0" TO 10"-0"
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
3
NUM5ER OF FULL LENGTH STUDS
II
SIZE
CLEAR SPAN
DBL 2
ID5L 2
DBL 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-0"
5'-0" TO 6'-4"
6 '-4" TO 8"-0"
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8'-0"
U.N.O.
4'-I1 1/2
1/2"
AND UP
NUMBER OF HEADER STUDS
LID
IR
lb
SUPPORTING END OF HEADER
1
2
3
NUM5ER OF FULL LENGTH STUDS
II
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. TY1=ICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* TRU55 TO MASONRY/CONCRETE SHALL BE META -16
* FLOOR J015T TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL-
* TRU55 TO WOOD FRAMING SHALL 5E MTS -12
3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 15Y
TRUSS MANUFACTURER.
4. REFER TO TRU55 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 UN.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES w EA.
END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
DBL 2x6 LEDGER SECURED TO
5LK W/ 1/2' A.R. OR THREADED
ROD W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH
EPDXY 6' MIN. EMBED. a 32'
O.C. MAX. SECURE TRUSS TO
LEDGER W/ (2) L-50
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2x6 LEDGER SECURE W/
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WASWIEERS -0 24' O.C. MAX
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TAPCONS (4—
PER
4 PER FLANGE) FIA — —
FIA
'FT -
FLOOR
ijpR FPLAN
2X10 BM TO 6X6 POST
(2) MSTA-24
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ARU -66
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TAPCONS (4
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SOUTHERN TRUSS 4/8/013
HUC410
W/8 -3/16'X2'
TAPCONS (4
PER FLANGE)
A R C H I T E C T S
Design
Group �n�.
1441 N. RONALD REAGAj
LONGWOOD, FL 32
PH: 407-774-607
FAX: 407-774-407
www. a bd es igngrou p.
AA #: 0003325
SUDDIY. 8a LOT:
TUS C A PLACE
SOUTH
LOT X21
PROJECT#
1703.00
MODEL:
1)2498"
GARAGE STRING:
LEFT
PAGE:
FLOOR
FRAMING
PLAN
ELEVATION
22 A"
ARCHITECT:
STATE OF FLORIDA
12010
D#": 03/31/101
S 1/4„=1"_0„
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SUDDIY. 8a LOT:
TUS C A PLACE
SOUTH
LOT X21
PROJECT#
1703.00
MODEL:
1)2498"
GARAGE STRING:
LEFT
PAGE:
FLOOR
FRAMING
PLAN
ELEVATION
22 A"
ARCHITECT:
STATE OF FLORIDA
12010
D#": 03/31/101
S 1/4„=1"_0„
HEADER SPAN CHART
UP TO
CONNECTOR SCHEDULE
SINGLE
SI SON
4'-11 1/2"
-i'-11 1/2"
DES. UPLIFT
GRAVITY FASTNER
>-
META -I6 1450
(1) 10d x 1 1/2 1 -PLY/ (b) 16d 2 -PLY
w
Z
0
(2) META -16 1985
1900
(10) 10d x 1 1/2 I -PLY
(14) 16d 2 -PLY
N
Q
14ETA-16 1810
(9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY
SIZE
HETA-20 1810
(9) 10d x 1 1/2 I -PLY/ (9) I6d 2 -PLY
DSL 2
DBL 2
DBL 2
DBL 2
(2) HETA-20 2035
(10) 10d x 1 1/2 I -PLY
2500
(12) Ibd 2 -PLY
MGT + 3965
(1) 5/8' A.T.I. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (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.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
LTA1 1420
(12) 10d x 1-1/2'
VGT 4940
(1) 5/8' A.T.I. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) SDS 1/4' X 3' TO WOOD
(2)VW(2-FLY/3-PLT) 1185/8890
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12EMBED), (32) SDS 1/4" X 3' TO 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
(o
MSTA-18 ++ 1315
(14) 10d
C-
Q
MSTA-24 ++ 1640
(IB)10d
fY
MSTA-36 ++ 2050
(26) 10d
~
MSTI-36 3600
(36) 10d x 1 1/2
MSTI-48 5065
(48) 10d x 1 1/2
H6 950
(8) 8d TO PLATES, (8) 8d TO STUDS
81=4 885
(6) 10d x 1 1/2' TO STUDS
A33 150
(4) 10d TO BEAM (4) 10d TO POST.
HC102 645
(6) 10d x 1-1/2'
H10 995
(16) Bd x 1-1/2
ABU 44 2200
6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 'I' EMBED.) IN CONC. (12) 16d TO WOOD
y
ABU 66 2300
12000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GONG, (12)16d TO WOOD
=
LTT19 +++ 1340
(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (B)10d TO WOOD
0
LTT205 +++ 1625
(1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T" EMBED.) IN CONIC. (2)V BOLT TO WOOD
L)
3610
fU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 'I' EMBED.) IN CONC. (I8) 10d x 1 1/2' TO WOOD
ZZHTT4
4235
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC. (IB) ibd x 2 1/2' TO WOOD
.4
4350
(l) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC. (26) 10d x 1 1/2' TO WOOD
HTTS 46T0
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONIC. (26) 10d TO WOOD
5090
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -1"BEP.) I CONIC. (26) 16d x 2 V2' TO WOOD
V
HI -106111 -SDS 2.5+ 11,445
(1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24)SDS 4' x ' WOOD
SCREWS
(1) -1/8' AJ5, IN HIGH STRENGTH EPDXY, (MIN. '1' EMBED.) IN C (3)7a' S BOLTS TO WOO
MBHA 3.56/1125 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 CM),1. FACE,
(18AOd TO BEAM
V)
w
HUSC412 (WOOD) 3240
2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD
3140 (ROOF)
HUC410 (CMU) 1810
5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, (10) 10d TO WOOD
Z
a
ul
HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO OU58TITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 'I' DEEP, THE VERTICAL CELL IN C.M.J. 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.
Ld
I-
++. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T'
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 MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USMG STAINLESS STEEL CONNECTORS, USE STAINLESS 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.
h
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2005', 'HIGH WIND -RESISTANT CONSTRUCTION
C-HW05-R', T-ANCHORSPECO.1, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG 0-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
SINGLE
STORY APPLICATION
4'-11 1/2"
-i'-11 1/2"
AND UP
SIZE
CLEAR SPAN
DBL 2
DSL 2
DSL 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-4"
5'-4" TO 1'-0"
I'-0" TO 10"-0"
10'-0" AND OYER
TWO STORY APPLICATION DOWN STAIRS
3
NUMBER OF PULL LENGTH STUDS
SIZE
CLEAR SPAN
DSL 2
DBL 2
DBL 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-0"
5'-0" TO 6'-4"
6'-4" TO 8"-0"
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8I -m°
U.N.O.
4'-11 1/2"
-i'-11 1/2"
AND UP
NUM5ER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF PULL LENGTH STUDS
2
AT EACH END OF HEADER
i
3
FRAMING NOTES:
1. HURRICANE 5TRAP5 TO 5E MANUFACTURED BY 5IMf=SON STRONG -TIE OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAP5 ARE AS FOLLOWS, UN.O:
* TRUSS TO MASONRY/CONCRETE SHALL 5E META -16
* FLOOR JOIST TO MASONRY/CONCRETE SHALL RE HETA-1(o AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
* TRU85 TO WOOD FRAMING SHALL 5E MTS -12
3.TiRUSS TO TRU55 CONNECTIONS AND HANGERS SHALL SE DESIGNED AND SUPPLIED 5Y
TRUSS MANUFACTURER.
4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FL OOR TRUSSES.
S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
(o. MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES -s EA.
END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 A5 PER APA REQUIREMENTS.
J1
Jl
2 )I" ITS -12
I fi
4x4 POST
IN -W01%
TRUSS GIRDER
HGT-2
5/8" THREADED ROD
TOP PLATE
HTT22
1/8" TEXTURED
OVER PAPER
ACK EXP. MET.
ON '1 /16 " O.S.S.
ATH ING OR 1/2'
OX PLYWOOD
SECURED PER
ING SCHEDULE
THREADED ROD
" EMBEDMENT SET
IN HIGH STRENGTH
EPDXY
GIRDER CONNECTION
SOUTHERN TRUSS 4/8/09
A R C H I T E C T S
Design
Group Inc.
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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TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1703.00
MODEL6
2498,
G'ARAG'E SWING:
LEFT
PAGE:
ROOF
FRAMING
PLAN
ELEVATION
A„
ARCHITECT:
STATE OF FLORIDA
12010
LL
]5A : 0 3 31 10
SC ':1/4"=1'-0"
SHEET
NMI
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
DESCRIPTION
125V OUTLET
20 AMP
VA
IIOV OUTLET
20/1
1
12
1500
1/2 of OUTLET
15/1
2
IIOV OUTLET
WIRED To
DISHWASHER
15/1
3
SWITCH
1200
DISPOSAL
EC;IUIPED WITH
8GFI
IIOV OUTLET
GROUND FAULT
MICROWAVE/HOOD
15/1
!TAINT R fBTANT
�JJ
1500
DRYER
4 WIRE
®
10
220V OUTLET
CONNECTION
WP
EXTERIOR
GROUND FAULT
C$FI
WATERPROOF
OUTLET
INTERRUPTER
11,13
SWITCH
4500
SWITCH
3 -WAY OPER
�24
SWITCH
4 -WAY OPER.
30/2
IU
10
4
MOUNTED
30/2
15,11
LIGHT
3061
SMALL APPIANCE CIRUITS
CEILING: LIGHT
18,19,20
"o
VAPOR
PROOF
R'e
PIGHT
2498 SQ. FT.
C
q
RECESSED
15/1
21 TO 29
CAN
4893
L IGHTING/RECEPTS 3 WATTS
I CFM PER
e
VENT. FAN
SQ. FT.
VENT. FAN
1 CFM PER
48960
W/LIGHT
SQ. Ft.
2' LIGHT STRIP
31893
IST 10000
4' LIGHT STRIP
100%
A
®
4' RECESSED
FLUORESCENT
2 -BULB WRAP
40%
LIGHT
AROUND
_ 4
2'FLUORESCENT
65%
= =4
4' FLUORESCENt
4' TRACK LIGHT
®
PANEL
AMPS
METER
118
CALCULATION IF HEAT PUMP IS USED
SMOKE
BATT. BACK-UP
•
DETECTOR
W/ HARDWIRE
INTER -
-
-
BATT. BACK-UP
21500
MOUNTED
W/ HARDWIRE
S D
KE
INtECTED
DETE T
TOTAL VA
32561
PSATT. BACK-UP
®S/CO
CARBON
MONOXIDE/
wv HARDWIR9
CONNECTED
136
SMOKE DETECTOR
SHALL BE A
COMBO
DISTANCE OF NOT
LESS T14 4 •
FROM WALL
PENDANT
LIGHT
NATURAL GAS
OUTLET
.
TELEPHONE
JACK
WH
WATER HEAT.
DISCONNECT
AIR GOND.
A/C
DISCONNECT
tV.
TELEVISION
JACK
CEILING BOX
REQUIRED O
BE SUPPORTED
O
J -BOX
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
CEILING:
FANLIGHT
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
{gyp
❑
SECURITY
KEYPAD
PUSH-
FOR
4• PS
BUTTON
CHIMES
NOTES
LLOCA ION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING:.
• ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED
PER NEC 210.12(b)
20 AMP DEDICATED LAUNDRY CIRCUIT.
• GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER DISCONNI=CT TO BE
LOCKOUT IN PANEL
BATHROOM EXAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT.(FBC
2001,RESIDENTIAL CODE TABLE MI5063)
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
• WIRING METHOD SHALL BE NON METALLIC
GABLE AS NE.G. 2008 ARTICLE 300.(5) (2)
ALL RECEPTACLES TO BE TAMPER-
RESISTANT TYPE
FAMILY
ROOM
PRE-wIRED,, 4L,
10
PATIO
DINING
\ w
\ = TO 2nd
LIVING
11 �� FOYER
1 /
jI
FOR
1:! LIII� IIIvJ 1�!
I U
KITCHEN Gpq
I °
I - I
D.W.
(REF. I
I � SII
/
e-'
44"A F.F.
I
2 -- CAR GAR.
\ KEYLESS
FIXTURE
GF I�CLG.
OUTLET
OPT. — — —
CARRIAGE
L IGHT 4
SWITCH
150 41 -If' ELECT1RICAL fRISEfR
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH APPLICABLE PROVISIONS OF THE 2008
NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL
POWER COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
t
WP
PANTRY GFI
WH L�iJ'
WH
GOND
2" STEEL—/
PIPE
OPT.
CARRIAGE
L IGHT 4
SWITCH
FIRST FLOOR ELECTRICAL PLAN
BEARING HEIGHT THROUGH
OUT ELEVATION "A" 4 "B'
•9' -4" BEARING HEIGHT THROUGH
OUT ELEVATION "G" 4 "D"
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY -
ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
*2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLE55 SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO BID.
TO
MAIN
PROVIDE 3 *1 CU, 1 'moo CU GND 2" CONDUIT OR
PROVIDE 3 *2/0 AL, 1 *4 AL GND IN 2" CONDUIT.
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN 1 PHASE
NEMA 3R ENCLOSURE MLO
PANEL
15OA/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BOND ING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 *6 CU SERVICE GROUND
CONNECTED TO CONCRETE ENCASED
FOOTER STEEL PER NEC 2008 250.52(3).
5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD
2"V� Ryl 1/2'1 1 1/2°
I
1 1/2" 3°
3" I TUB 1 1/2"
w.C. � 3' 2 JI2 "VTR
3" LAV. 11/2" 1 1/2"-�
1 1/2 " i 211
211 2 "VTR JIB •-
T U� 5HWR. �
3 LAV. 2"
2 W/ OPT.
,I w.C. LAV. TUB
BATH
3 ONLY
01 KITCHEN
SINK W/
WASHER AUTO V NT
3JIIVTR
n
1 1/2 n
SINK0
W.GC-�.
CO
PLUMBING RISER DIAGRAM
#2498- LOAD
INFORMATION
SC :1/4"=1"-0"
DESCRIPTION
C6
CKT WIRE
VA
LAUNDRY/WASHER
20/1
1
12
1500
REFRIGERATOR
15/1
2
14
1200
DISHWASHER
15/1
3
14
1200
DISPOSAL
15/1
4
14
1000
MICROWAVE/HOOD
15/1
5
14
1500
DRYER
30/2
7,9
10
560®
RANGE
40/2
8,10
8
(D 12000
WATER HEATER
30/2
11,13
10
4500
A/C AIR HANDLER
30/2
12,14
10
8000
A/C CONDENSER
30/2
15,11
10
3061
SMALL APPIANCE CIRUITS
20/1
18,19,20
12
4500
2498 SQ. FT.
C
q
z
0
U
15/1
21 TO 29
14
4893
L IGHTING/RECEPTS 3 WATTS
a
TOTAL VA
48960
TOTAL LESS A/C LOADS
31893
31893
IST 10000
10000
100%
A
10000
REMAINDER PER NEC -220-30 (B) A/H
21893
40%
11151
UNITS PER NEC -220-30 (C) (5)
11061
65%
1194
TOTAL VA
28351
AMPS
118
CALCULATION IF HEAT PUMP IS USED
Ll
TOTAL VA IN PANEL LESS A/C LOAD
-
-
-
21500
HEAT PUMP LOAD PER NEC -220-3042) 100%
11061
TOTAL VA
32561
AMPS
136
NOTE: ALL BREAKERS SERVING: BEDROOM RECEPTACLES SHALL 5E ARC -FAULT
TYPE PER NEC 210-12 REQUIREMENTS.
A R C Hi T E C TS
DesionGroun�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bdesigngroup.com
AA #: 0003325
h
03/31/10
SC :1/4"=1"-0"
SHEET
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OF2
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-
-
-
SUBDIV. & LOT:
TUSCA PLACE
SOUTH
LOT #21
PROJECT#
1703.00
MODEL:
"2498„
GARAGE SWING:
LEFT
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
rARCHITECT
STATE OF FLORIDA
DM
03/31/10
SC :1/4"=1"-0"
SHEET
C)
OF2
1
ELECTRICAL LEGEND
SYMBOL DEFINITION
NOTES
125V OUTLET
20 AMP
IIOV OUTLET
1a of OUTLET
110v OUTLET
WILD t0
SWITCH
"EG2UIRED TO
EQUIPED WITH
LT
Ilov OUTLET
CTGROUNDl
J -BOX
GFI
4 WIRE
6 220V OUTLET
JJJJ
CONNECTION
UP EXTERIOR
FAULT
GFIGROUND
WATERPROOF
INTERRUPTER
OUTLET
CEILING
FAN/LIGHT
�y SWITCH
SWITCH
���!�4
3 -WAY OPER
SWITCH
4 -WAY OPER
/ WALL
MOUNTED
INSPECTION
1v LIGHT
FLOOD
CEILING LIGHT
r VAPOR
1
�Q�vP
OPTIONAL
LP ��
KP
1 RECESSED
\Oj CAN
KEYPAD
q
1 CFM PER
V ENT. FAN
SQ. FT.
VENT. FAN
1 CFM PER
W/LIGHT
SQ. FT.
2' LIGHT STRIP
PRE -CONSTRUCTION MEETING.
4'1-4 4T STRIP
ROOMS TO BE ARG FAULT PROTECTED
4' RECESSED
2-BUL5 WRAP
FLUORESCENT
AROUND
LIGHT
• BATHROOM EXAUST FAN TO HAVE MIN.
2'PLUORESCENT
200-7,RESIDENTIAL CODE TABLE M15063)
4' FLUOIRESGENT
GROUND FAULT CIRCUIT -INTERRUPTER
4' TRACK LIGHT
WIRING METHOD SHALL BE NON METALLIC
® PANEL
ALL RECEPTACLES TO BE TAMPI_R-
METER
BATT. BACK-UP
OS D DETEECTOR
W/ HNA WIRE
BATT. [TACK-UP
MOUNTED
W/ HARDWIRE
SMOKS
OR
INtEC-
D. DE EEC
h
BATT. BACK-UP
CARSON
W/ HARDWIRE
INTER-
(Q MONOXIDE/
A
SMOMKE:DETECTOR
SH��Me
COMBO
DISTANCE OF NOT
LESS THEN 4"
FROM WALL
PENDANT
LIGHT
NATURAL GAS
OUTLET
TELEPHONE
. JACK
WATER HEAT.
rr
WH
AIC- AIR GOND.
DISCONNECT
TV.TELEVISION
W
JACK
"EG2UIRED TO
BE SUPPORTED
O
J -BOX
ILU/AMCC MA�p
W
AS SUCH FOR
N CTION
CEILING
FAN/LIGHT
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
Q
W/ BOX MARKED
AS SUCH FOR
W
INSPECTION
FLOOD
LIGHT
�
h
OPTIONAL
Q
Q
KP
SECURITY
KEYPAD
q
n
PUSH-
FOR
BUTTON
CHIMES
• LOCATION OF TV JACKS 4 PHONE OUTLETS
k FANS TO BE VERIFIED 0 HOMEOWNER
PRE -CONSTRUCTION MEETING.
• ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARG FAULT PROTECTED
PER NEC 210.12(b)
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
+ GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
• BATHROOM EXAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT.(FIBC
200-7,RESIDENTIAL CODE TABLE M15063)
* LAUNDRY ROOM RECEPTACLE SHALL ME
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEE1:5ERS
WIRING METHOD SHALL BE NON METALLIC
CABLE AS N.E.C. 2008 ARTICLE 300.(5) (2)
ALL RECEPTACLES TO BE TAMPI_R-
RESISTANT TYPE
im D FLOOR ELECTRlu"AL PLAN
I
I
I
I
i
0. BATH �
V � �
1 �
I
-----------------
0PT. OWNER'S BATH-
A R C H I T E C T S
Db^i n
rou inc.
441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PW: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUDDDIV.-& ?AT:
TUS C A PLAC E
SOUTH
LOT #21
PROJECT#
1703.00
MODEL-.
„2498„
GARAGE STrMG:
LEFT
PACE:
SECOND
FLOOR
ELECTRICAL
PLAN
rARCHrTECT:
STATE OF FLORIDA
DA 03 31 10
9C :1/4"=1'-0"
8HEET
9 OF2 11
W
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SUDDDIV.-& ?AT:
TUS C A PLAC E
SOUTH
LOT #21
PROJECT#
1703.00
MODEL-.
„2498„
GARAGE STrMG:
LEFT
PACE:
SECOND
FLOOR
ELECTRICAL
PLAN
rARCHrTECT:
STATE OF FLORIDA
DA 03 31 10
9C :1/4"=1'-0"
8HEET
9 OF2 11
(U IS REBAR VERTICALLY W/ CONC.
F'OI IR CELL
R-42 INSULATION
TEXTURED FINISH
Q w B' CMU
Y�
1/2' GYP. WL. BD.
-WOOD BASE
L. 4' CONC, REINF. W/ 6'xb' 010 WWM OR
FIBERMESH ON 6 -MIL POLY
Q '• �' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
Z
i7 4" S" 4"
(2) 5 REBAR ON CHAIRS
1—STORY FOOTING
1 W BLOCK WALL
SCALE: 1/2'-1'-0'
eD,
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m
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� CONCRETE PAD
SCALE: 1/21.1 -0"
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PRIOR to FILLING. (SLEEVED ANCHOR IN
SOLID FOUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
15 BLOCK WALL CONNECTION
SCALE: I/2' ■ i'-®'
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`~
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A OMITTED DOWELS
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o WELL -COMPACTED CLEAN TERMITE
TREATED FILL
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SCALA: 1/2'
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SCALE: 1/2'-1'-0'
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03/31/10
o,
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TREATED FILL
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SCALE: 1/2'-1'-0'
5 1/2' ■ HEAD OF GARAGE
03/31/10
SCAM:
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R-11 INSULATION MR
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A R C H IT E C TS
_.mmiiiiiiwi�
Desi n
rou inc.
1441 N. RONALD REAGAj
LONGWOOD, FL 327
PH: 407-774-607
FAX: 407-774-407
www. a bd es igngrou p.
AA #: 0003325
SUDDIV. & LOT:
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1703.00
MODEL:
1)2498"
GARAGE SYPINGi':
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
MAR 31/2010
DA :
03/31/10
SCAM:
1/4"=1'-0"
SHEET
w
D
1
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V
w
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SUDDIV. & LOT:
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1703.00
MODEL:
1)2498"
GARAGE SYPINGi':
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
MAR 31/2010
DA :
03/31/10
SCAM:
1/4"=1'-0"
SHEET
D
1
OzP2
I
PANEL ANCHOR
SEALANT
SEALANT --
3/S -EXPANSION STRIP --
FREE OF MORTAR
PANEL ANCHOR
1/4" EXP. BOLT
TWO PER ANCHOR
WALL FRAME SHOWN HERE --_
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING CAN BE
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
PANEL ANCHOR STYLE CONSTRUCTION
0
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
B
SECURE 2x6 MIN. TO BLK W/ (2) ,�'
ANCHOR BOLT W/ 2' WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED.
SIDES..
2X6 GARAGE DOOR BUCK W/ (3)
�"X8' J -BOLTS 4' EMBEDMENT MIN.
W/ 2'X2'X6 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR. IN JOINTS
PRIOR t0 FILLING.
1-2X6 PT BLOCK 0 CENTER OF
DOOR HEADER W/(1) X'X8' J -BOLTS
4' EMBEDMENT W/ 2'X2 "As' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: 1/2'-1'-0"
8 NOT USED
L7
Fu
LINTEL PLATE
— 3/8' EXPANSION STRIP FREE OF MORTAR
L INTEL
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 CLASS BLOCK.
" PANEL REINFORCING a 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-CORRO51VE COATING
TIGHT TO BEND OF ANCHOR
AND END OF SLOTTED HOLE
�- TYPE S OR N MORTAR
1/4" MIN. 1/2" MAX.
PANEL RE INFORCING
MORTAR'
ASPHALT EMULSION OO
1-3/4" X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GABLE END
W/(2)12d*EA. UPRIGHT
2X4 SECURED To
GABLE ENG WK2)12d
O.G.
�L-30 a
GABLE BLOCKING
TRUSS
2x4 BLOCKING
a EA. RAFTER
L-30 EA.
RAFTER
H2.5 EA.
RAFTER
2x4 RAFTER
m 24' O.G.
2x4
FRAMING
(TYP)
4 FRAMED 0 VERHANG
N.T.S.
2X4 DBL TOP PLATE
2x4 METAL STUD
24" O.C.
1/2" DRY WALL
2X4 16' O.G. MAX
2X4 PT.
BT. PLATE
1/2' AM W/
r. MIN. 'I' EMBEDMENT
2' DIA. WASHER
32' O.G. MAX
*5 RESAR CONT.
9 WO 0 D FRAME TO BLK.
SCALE. 1/2"-1'-0'
1 A PLAN VIEW
SCALE: 1/2'
SPARK ARREST
PER MANUFACTURER
IX2 PT. TOP OF BOX —
DBL. TOP PLATE
2X4 STUD
TEXTURED FINISH OVER -
PAPER BACK EXP. MET.
LATH. W/ ON O.S.B.
SHEATHING OR 4' CDX
PLYWOOD
PRE. ENC:. TRUSS
SIMPSON 1-1-5 (MIN.)
s 2x4 TO TRUSS
PRE. ENCS. TRUSS
SP4 OR H-5 TOP PLATE TO STUDS
!'-0" ABY. 10"-0' LEVEL TO ROOF
7R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
w
SIMPSON 1-1-5 (MIN.)
a 2x4 TO TRUSS
&qH1
CHIMNEY DETAILS
SCALE: 1/2' =1' -0"
PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS a 16' O.C.
MAX
SIMPSON LSTA-12 a EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS s 16" O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN J" OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY 6 A TIME.
USE 12d NAILS, TWO WITHIN 6"
FROM EACH END 4 NO MORE
THAN 12' D.C. STAGGERED
SP4 OR H5 a TOP AND
BOTTOM PLATES e EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
FLR LINE
TYP. EXTERIOR WINDOW/
.rte DOOR OPENING WD FRAMED
SCALE: I/2"= I' -0'
NAIL-ING SCHEIDUL-_E-=
ROOF DIAPHRAGM
USE i/16" D.S.B. OR 1/2" COX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS At 6' D.G. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING t0 GABLE END FRAME
USE *8 GUN NAILS ® 4' O.G.
EXTERIOR SHEATHING
USE I/Iro" O.S.B. OR 1/2" PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C. At
PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP E BOTTOM
PANEL AND 08 RING SHANK GUN NAILS AT 6" O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE. RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER
NAL REQUIRE1''IENT5
SIZE
HEAD
LENGTH
DIA.
TENSILE STIR
8d
ROUND,11ODIFIED
1 -1/8'
.113
I-To"0
OR T
ROUGH OPENING
UP TO 0'-0'
.
10d
ROUNDMODIFIED
21/8'
.128
1-10,000
OR T
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 E TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING
2 RING DIAMETE=R OF 0.012 OVER SHANK DIAMETER
3.16 t0 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5.2 INCH NAIL LENGTH
(ROOF 6�4EATHING LA*r'OUT
AND ENEDWALL 5RACING
FOR G,45LE END EfRAt IING
,4
11
PiiECAST L
Lj
ROUGH OPENING
UP TO 0'-0'
.
Lz
to
° 0
w
PRECAST SILL
w
JU
SECURE 2x t0 BLOCK
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DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 1
WITHIN a' of EACH q
END AND l8" O.C. MAX LL
SPACING. m
SHEATHING OR—*'
CDX PLYWOOD
2x4 BLOCKS
CMU WALL
6 ARCH WINDOW FRAME A SECTION
NOTE-- TYP. I=XT. SHEATHING ATTACHMENT
FOR SHEAR E UPLIFT (O.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRE=D EXCEPT a OPENINGS
08 RING $HANK GUN NAILS A 4' Or-
d)
r
TOP d BOTTOM EDGE$
•
N
. . . . . . . . . . d�
PRE
TRUW
I-OP
2X4
BTM,
PLA'
32'
TRUSS
2X4 DBL. TOP PLATE
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7/16" OS.B.
1/2' A.B. W/ MIN.
'T" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32' O.C. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
2 TOBLOCK
SCALE: 1/2' =1' -0"
I
2X4X4' SECURE TO TRUSS W/ 3-12d
6"-8" O.G. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-126 -
SECURE TO BLK W/ META -16
2'-0" EXTENSI
SCALE: 1/2"=1'-0'
C
#
8 RING SHANK GUN NAILS
+� 6" O.C. IN FIELD
J
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
"8 2' PECK SCREWS a 6"-8"
O.G. MAX 0 EDGES E 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUS -FLOOR
SHEATHING
TYP. 3/4" T#G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENG. TRUSS
DBL. 2X TOP PLATE
1/16" OS.B.'va
2X BLOCKING a
TOP OF
I/16' O.SM.
2X STUDS 16" O.G. MAX.
1.
2X BTM. PLATE c
3/4' FLOOR DECKING'
PRE- ENGINEERED
FLOOR TRUSS
2x4 a TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK. t0 O.S.B.
O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING At
PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN
REMAINING AREA TO BE SHEATHED FROM DBL. TOP
Li
PLATE TO HORIZONTAL BLOCKING.
SHEATHING 0 top OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
�5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
9`XTLAL SHEATHING
SCALE: 1/2' =1'-0'
A R C H I T E C T S
Desi n
Grou Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a b d es i gngro u p. com
AA #: 0003325
11
N,
SECURE 2x t0 BLOCK
W/ (2) &' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 1
WITHIN a' of EACH q
END AND l8" O.C. MAX LL
SPACING. m
SHEATHING OR—*'
CDX PLYWOOD
2x4 BLOCKS
CMU WALL
6 ARCH WINDOW FRAME A SECTION
NOTE-- TYP. I=XT. SHEATHING ATTACHMENT
FOR SHEAR E UPLIFT (O.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRE=D EXCEPT a OPENINGS
08 RING $HANK GUN NAILS A 4' Or-
d)
r
TOP d BOTTOM EDGE$
•
N
. . . . . . . . . . d�
PRE
TRUW
I-OP
2X4
BTM,
PLA'
32'
TRUSS
2X4 DBL. TOP PLATE
2X4 STUD 16' O.G.
7/16" OS.B.
1/2' A.B. W/ MIN.
'T" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32' O.C. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
2 TOBLOCK
SCALE: 1/2' =1' -0"
I
2X4X4' SECURE TO TRUSS W/ 3-12d
6"-8" O.G. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-126 -
SECURE TO BLK W/ META -16
2'-0" EXTENSI
SCALE: 1/2"=1'-0'
C
#
8 RING SHANK GUN NAILS
+� 6" O.C. IN FIELD
J
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
"8 2' PECK SCREWS a 6"-8"
O.G. MAX 0 EDGES E 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND'
THICKNESS OF SUS -FLOOR
SHEATHING
TYP. 3/4" T#G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENG. TRUSS
DBL. 2X TOP PLATE
1/16" OS.B.'va
2X BLOCKING a
TOP OF
I/16' O.SM.
2X STUDS 16" O.G. MAX.
1.
2X BTM. PLATE c
3/4' FLOOR DECKING'
PRE- ENGINEERED
FLOOR TRUSS
2x4 a TOP
4 BOTTOM CONT.
HETA-16
BLK. WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK
W/ 1/4' GAP FROM BLK. t0 O.S.B.
O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING At
PERIMETER OF O.S.B. t0 PROVIDE CONT. NAIL PATTERN
REMAINING AREA TO BE SHEATHED FROM DBL. TOP
Li
PLATE TO HORIZONTAL BLOCKING.
SHEATHING 0 top OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
�5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
9`XTLAL SHEATHING
SCALE: 1/2' =1'-0'
A R C H I T E C T S
Desi n
Grou Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a b d es i gngro u p. com
AA #: 0003325
SUBDIV. 8e LOT:
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1'03.00
MODEL:
"2498„
GARAGE OWING:
LEFT
PAGE:
M18C.
DETAILS
ARCHITECT-
STATE OF FLOF
DA : 03/31/10
SCAM 1/4"=V-0"
SHEET
D2 OF2 I
N,
w
w
JU
Q
O
z
q
U
ENI
0
A
m
ti
SUBDIV. 8e LOT:
TUSCA PLACE
SOUTH
LOT X21
PROJECT#
1'03.00
MODEL:
"2498„
GARAGE OWING:
LEFT
PAGE:
M18C.
DETAILS
ARCHITECT-
STATE OF FLOF
DA : 03/31/10
SCAM 1/4"=V-0"
SHEET
D2 OF2 I
_.__... __ ... .._
F15ERGLASS 5HINGLE5 2x4 BLOCKING BETWEEN2x4 BLOCKING 5ETWEEN
OVER 015 FELT PAFER ON FI5ERGLA55 SHINGLES TRU55E5 AT FIRST TWO 5AYS
O.S.B. SHEATHING OR TRUSSES AT FIRST TWO PAYS 4'-O" O.C. (AT SHEATHING OVER 1*15 FELT PAPER ON ✓' 4'-o O.C. CAT SHEATHING
CDX PLYWOOD SECURED SEAMS) I6 O.S.B. SHEATHING OR 2° SCAMS)
PER NAILING SCHEDULE COX PLYWOOD SECURED PRE -ENG GABLE TRU55
PRE -ENG GABLE TRUSS PER NAfLfNG SCHEDULE
P.T. 1x2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE GOVT. 2x4 RAT RUN SECURED W/ (2)
CU - 126's EACH TRUSS
F15ERGGLA55 SHINGLES
2x4 SUS -SAND CONT. 2x4 RAT RUN SECURED 2x4 SUB BAND TO SE INSTALLED a MID. POINT OF
OVER 015 FELT PAPER ON ALUM. SOFFIT W/ (2)126's a EACH TRU55
"ALUM. SOFFIT TRUSS SPAN, OR 101-01, O.C. MAX.
0.5.8. SHEATHINGO R 2 5TIFF5ACK AT ALL UPRIGHTS TO SE INSTALLED a MID.
COX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR 5TIFF5ACK AT ALL SEE ENERGY CODE FORMS
PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.G. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES.
CONDITION.) NIGH (SEE SEALED ENG." GYPSUM BOARD OR 2"
SEE ENERGY GODS FORMSFOR 51ZE 4 CONDITION) NIGH STRENGTH CLG.
PRE -ENG TRUSS -- SEE ENERGY CODE FORMS 0.5.8. SHEATHING OR 2" FOR INSULATION R -VALUES. 16 O.S.S. SHEATHING OR2" BOARD
FOR INSULATION R -VALUES. COX PLYWOOD. ATTACHED 51,
MTL. DRIP EDGE "GYPSUM BOARD OR Ill HIGH PER NAILING SCHEDULE ON s GYPSUM SDARD OR 2 COX PLYWOOD. ATTACHED 2x4 NAILER
HIGH STRENGTH CLG. PER NAILING SCHEDULE ON
2x4 SUS -SAND STRENGTH CLG. BOARD SHEET D5 BOARD SHEET D5 2x4 24" O.C. INTERIOR
e'4 KNEE WALL
VENTED ALUM. SOFFIT CONC_ FILLED LINTEL SLK �/s" THICK 3 COAT CEMENT CONC. FILLED LINTEL SLK/S" THICK 3 COAT CEMENT
W/ (1) *5 REBAR CONTINUOUS GONG. FILLED LINTEL BLK
PLASTER OVER GRADE W/ (1) #5 RESAR CONTINUOUS PLASTER OVER GRADE
PRECAST LINTEL D FELT PAPER BACK "D" FELT PAPER SACK W/ C1) *'S fi�'EPAR' CONTINUOUS
EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 BATT. INSUL. METAL LATH OVER
TRU55 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
1 "THf CK, 2 GOAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES
SPE C IF I CAT IONS
PLASTER APPLIED SPEGIFfCATfONS SPECIFICATIONS WEEP SCREED
WEEP SCREED
DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2) PRECAST SELL
C1) RE VERTICALLY SECURE GABLE TO 2x�o P.T. (1) REBAR VERTICALLY SECURE CABLE TO 2x6 P.T. (1) 05 RESAR VERTICALLY
W/ CONC. POUR CELL PLATE W/ 126'8 5" O.C. MAX W/ CONC. POUR CELL PLATE W/ 126's 8" O.C. MAX W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS SECURE 2x�o PT. PLATE TO Ix2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO �" �� Ix2 P.T. FURRING STRIPS
�� :. �` ,� �� I �� �� � 1 �o " O.C.
1� O.C. 1� O.C. LK W/ x9 ANCHOR BOLT W/
SLK W/ 1 "x9" ANCHOR BOLT W/
2 WASHER SET IN SIMPSON 2" WASHER SET IN SIMPSON 8" CMU
5 CMU S CMU e I
HIGHST STRENGTH EPDXY �" : I HIGH STRENGTH EPDXY i° 1/2" GYP. WL BO
RE
1/2 GYP. WL. BD. EMBED. MIN. 32" OC MAX. 1/2 GYP. WL. BD. EMBED. MIN.. 32" OC MAX.
�..—
WOOD BASE �__ ----- WOOD SASE
WOOD SASE
n. 2"THICK, 2 COAT CEMENT a 2"THICK, 2 COAT CEMENT a
N IF— • N N��
PLASTER APDL f ED PLASTER APPLIED
a ..
DIRECTLY TO MASONRY a DIRECTLY TO MASONRY a n 4
a
4 a m
a a p
d
1 -STORY GABLE
1 -STORY 1 -STORY GABLE W/ VAULT CLG.
BLOCK WALLBLOCK WALL BLOCK WALL
SCALE: 3/4"=V-0" -O 1A SCALE: 3/4"=V-0" B SCALE: 3/4"=I'-0"
CM
2X4: CM 2X4: CM 2X4:
SECURE TO BLOCK W/ %6' SECURE TO BLOCK W/ 3(6' SECURE TO BLOCK UJ/)4'
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4 )
WITHIN 8" OF EACH END a WITHIN 8' OF EACH END a WITHIN 8' OF EACH END a
18' O.G. MAX SPACING.FLI 18' O.G. MAX SPACING. 18' O.C. MAX SPACING.
8' CMU 2X6: CEM 2X6: ® 2X6: ® NOTE: STRUCTURAL 2X MUST
DRYWALL SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2 -W6' SECURE TO BLOCK W/1-1/4BE ON OUTSIDE a SECURED
I"X4' OR I"X2' P.T. NAILER
TAPCONS OR DRIVE PIN BE ON OUTSIDE a SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL. 2X MUST TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL
(MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE a SECURED (MIN. SHANK SIZE .145 %" TAPCON MIN. 1-Y4'
Ix4 P.T. OR %'X4' MIN. SECURE ' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROU604 NON-STRUCTURAL MIN. HEAD SIZE 300
MIN. HEAD SIZE 300 �i(t. EMBEDMENT INTO BLOCK
THRU FRAME a EXTEND 1-Y4' MIN. EMBEDMENT 1 Y4") EMBEDMENT INTO BLOCK MIN. EMBEDMENT 1 Y4") 34" TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4
X16 ')
INTO BLOCK W/ ' TAPCONS WITHIN S" OF EACH END aF1 DR DRIVE PIN 18' O.C. MAX SPACING. WITHIN S' OF EACH END a EMBEDMENT INTO BLOCK WITHIN S" OF EACH END x 8" CMU
S CMU 18' D.C. MAX SPACING. 18' O.C. MAX SPACING.
,� a
-1/1r'o O.S.B. OR CDX (MIN. SHANK SIZE .145 X' DRYWALL 8" CMU" DRYWALL
2XS: ® 2X8: l"wl' DRYWALL 2X8: ( ,
MIN. HEAD SIZE 300 I"X4' OR 1'X2' P.T. NAILER SECURE t0 BLOCK W/I-I/4' I X4 OR 1X2 P.T. NAILER
TYVEK BUILDING WRAP MIN. EMBEDMENT I -Ya' SECURE To BLOCK W/2-�W6 ,
SECURE t0 BLOCK W/2-�(6' I X4 OR I X2 P.T.NAILER
WITHIN 8' OF EACH END a 18' TAPCONS OR DRIVE PIN z(6 O.S.B. X 4 MIN. TAPCONS OR DRIVE PIN TIN. SHA OR DRIVE PIN �(6' O.SB. X 4" MIN.
K SIZE .145
PAPER BACK O.C. MAX SPACING (MIN. ;THANK SIZE .145 DOOR CA51NG (MIN. SHANK SIZE .145 DOOR CASING MIN HEAD SIZE 300 DOOR CASING
MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW
GALV'D MTL. LATH DOOR CASING MIN. EMBEDMENT 1 Y4 )
MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4) ATTACH t0 2X PER ATTACH TO 2X PER
ATTACH t0 2X PER WITHIN 8" OF EACH END a WITHIN 8 OF EACH END a
TEXTURED DOOR JAMB OR WINDOW WITHIN S" OF EACH END a MANUFACTURES DETAILS. 18" O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS.
ATTACH TO 2X PER IS' O.G. MAX SPACING.
FINISH tv WOOD MANUFACTURES DETAILS.
WOOD ' WEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Ya) NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya") 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 +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16"
" I. WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16"
cv SCALE SCALE: 1" = I' -0' SCALE: 1 " =1' -0 ° SCALE: 1 • =1' -0"
� J
CM
2x4: ® CIM
ax4:
2X4: l� 2x4:
S" SECURE TO BLOCK W/
GMU SECURE t0 BLOCK W/ SECURE t0 BLOCK W/ %6'
(6' SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14D (MiPNCSI-4ANK SIZE ONS OR DRIVE PIN
1/2" TEXTURED (MIN. SHANK SIZE .145
(MIN. SHANK SIZE .145 MIN HEAD SIRE 300 MIN. HEAD SIZE 300
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 " ,
FINISH a MASONRY MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 )4') MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT 1 Y4 )
WITHIN S' OF EACH END < WITHIN S' OF EACH END a WITHIN S' OF EACH END < NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END a
18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18" O.G. MAX SPACING. THROUGH NOIND STRUCTURAL 4 SECURED 18" O.G. MAX SPACING.
2X6: ® 2X6: ® 2X6: CEM %" TAPCON MIN. I -Y4' 2X6:
CEM
gt
NOTE: STRUCTURAL 2X MUST SECURE t0 BLOCK W/2-%' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/I-1/4
SECURE TO BLOCK W/2-3(6' SECURE TO BLOCK W/2-�(6 BE ON OUTSIDE a SECURED TAPCONS OR DRIVE PINF1 TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PINF1
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 8� GMU (MIN. SHANK SIZE .10 THROUGH
OU OUTSIDE a SECURED
MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 Yi6 TAPCON MIN. 1-Y4 MIN. HEAD SIZE 300 Y2 DRYWALL MIN. HEAD SIZE I Y4 THROUGH NOMI STRUCTURAL
WEEP SCREED MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") 1'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT 1 Y4") E%MEDMETAPCON MIN. 1-Y,.'
WITHIN 8' OF EACH END a WITHIN 8" OF EACH END a 8' CMU WITHIN S' OF EACH END a 10' O.C.S OF EACH END a EMBEDMENT INTO BLOCK
DETAIL @) WOOD TO 1S' O.C. MAX SPACING. 18' O.G. MAX SPACING. 2ND C SECURE TO 18" D.MAX SPACING. S" CMU
18 O.C. MAX SPACING. S' CMU X�' DRYWALL STRUCTURAL MEMBER W/(2)12d 2X8: lel
2XS: l� X�' DRYWALL 2X8: ® I"X4' OR I"x2' P.T. NAILER 2x8: I WITHIN 8' OF EACH END a 6' SECURE t0 BLOCK W/I-I/4" %5' DRYWALL
LOCK ®�T CONNECTION
SECURE t0 BLOCK W/2-3(6 SECURE t0 BLOCK W/2-�(6' TO 8" O.G. MAX I"X4' OR 1'X2' P.T. NAILER
.1L�I JLv 1 �L�I SECU� t0 BLOCK W/2-�(6' 1'X4' OR 1'X2" P.T. NAILER tAPCONS OR DRIVE PIN I P.T.X 4 MIN. TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN
TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 1" P.T. X 4' MIN.
(MIN. SHANK SIZE •145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING
SCALE: 1 1/2"=V-0`
(MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. 1-IEAp SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 ppoR CASING
MIN. HEAP SIZE 300 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4 )
MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 Y4') ATTACH t0 2X PER ATTACH tD 2X PER WITHIN 8' OF EACH END a DOOR JAMA OR WINDOW
WITHIN S' OF EACH END a ATTACH t0 2X PER WITHIN S" OF EACH END a WITHIN 8' OF EACH END a
18' O.C. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 1S' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ATTACH t0 2X PER
MANUFACTURES DETAILS.
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 A") NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/2" DOORJAMB TO BLOCK +2 1/,4 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/,4"
R WINDOW TO BLOCK +1-1 2" WINDOW TO BLOCK +2 1/ 4 WINDOW TO BLOCK +3 @__jW1jtNLD0MW TO BLOCK +3 3 4D SCALE: 1" -I' -m" SCALE: 1'=1'-0"E: 11z1'-0"
ARCH ITECTS
Design I
roupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PW: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
N�NNer
SUSDIV. & LOT:
TUSCA PLACE
SOUTH
LOT #21
PRO T#
1703.00
MODEL:
"2498"
GARAGE SWING:
LEFT
PAGE:
MONOLITHIC
1- STORY
WALL
SECTIONS
& NOTES
ARCHITECT:
STATE OF FLORIDA
MAR 2010
JA CANTWELL
NO 12079
Dp T 03 31 10
SCALE: 1/4"=1'-0"
SHEET
D3o3r2 I
w
w
w
coc
G
Z
u
h
0
A
<
do
N�NNer
SUSDIV. & LOT:
TUSCA PLACE
SOUTH
LOT #21
PRO T#
1703.00
MODEL:
"2498"
GARAGE SWING:
LEFT
PAGE:
MONOLITHIC
1- STORY
WALL
SECTIONS
& NOTES
ARCHITECT:
STATE OF FLORIDA
MAR 2010
JA CANTWELL
NO 12079
Dp T 03 31 10
SCALE: 1/4"=1'-0"
SHEET
D3o3r2 I
FIBERGLASS SHINGLES
OVER *15 FELT PAPER ON
16" D.S.B. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
PRE -ENG TRUSS
MTL. DRIP EDGE
2x4 SUB -BAND
VENTED ALUM.
SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR 2"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5.
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 CONT. e TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRU55 PLAN
z"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME
SCALE: 3/4"=V-011
2x STUDS -w 16" O.G. MAX W/
R-11 BATT. IN5UL. MIN.
" T 4 G 5U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
5IMPSON HETA-16 EMBED.
STRAP 'w 32" O.C. MAX VERIFY
W/ TRUSS PLAN
g" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG. BOARD
2
EE ENERGY CODE FORMS
OR INSULATION R -VALUES.
" GYPSUM P OARD OR
11GH- STRENGTH CLG.
3OARD
'W15T STRAP VERIFY W/
'RUBS PLAN
UINDOW ATTACHMENT AS
DER MANUFACTURES
�PECIF ICAT IONS
UINDOW BILL
)x STUDS -s 1(o " O.C. MAX W/
;Z-11 BATT. IN5UL. MIN.
T" T 4 G 5U5FLOOR GLUED
4ND NAILED AS PER
-4AILING SCHEDULE
FDRE-ENG FLOOR TRUSS
INSTALL PER MFG. SPECS.)
s" GYPSUM BOARD OR 2°
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) 'S REBAR CONT INUOU;
R-4.2 BATT. INSUL.
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIF ICAT IONS
PRECAST SILL
(1) *5 RREBAR VERTICALLY
W/ CONC. POUR CELL
Ix2 P.T. FURRING STRIPS
a 16 " O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
FIBERGLA65 SHINGLE5
OVER #15 FELT PAPER ON
7/16" 0.5.8. SHEATHING OR
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE
2x4 BUB -BAND
ALUM. SOFFIT
5TIFF5ACK AT ALL
UPRIGHTS OVER 41-1011
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/ "x6" THRU-BOLTS
6 32" O.C. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 126's 8" O.G. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ SIMPSON
HTC4 s 24" O.G. MAX
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
Ib O.S.B. SHEATHING OR
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
'/S" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER -
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 CONT. G TOP AND
BT. OF FLR TRUSS (TOP
2x4 5UPFORT5 BT
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRU55 PLAN
i"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONR`r
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
(I FLOOR FRAME
A SCALE: 3/4`=I'-0"
2x STUDS -m 16" O.C. MAX W/
R-11 BATT. IN5UL. MIN.
3" T 4 G SUBFLOOR GLUED
AND NAILED A5 PER
NAILING SCHEDULE
PRE -ENG FLOOR TRU55
s GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) *B REBAR CONTINUOUS
WOOD
CONSTRUCTION
2x4 BLOCKING BETWEEN
TRU55E5 AT FIRST TWO BAPS
4'-0" O.G. CAT SHEATHING
SEAMS)
PRE -ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's a EACH TRU55
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUE5.
I" GYPSUM BOARD OR �"
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS -w 16" D.C. MAX W/
R-11 BATT. IN5UL. MIN.
i" T 4 G 5U5FLOOR GLUED
AND NAILED A5 PER
NAILING SCHEDULE
PRE - ENG FLOOR TRU55
( INSTALL PER MFG. SPECS.)
J" GYP5UM BDARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
5PECIFICATION5
PRECAST SILL
(1) 05 REBAR VERTIGALLI'
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
ow 16 " O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
1/16" O.S.B. OF, i" CDX
TYVEK BUILDING WRA
PAPER BACK
-GALV'D MTL. LATH
-1/8" TEXTURED
FINISH Is WOOD
-WEEP SCREED
zOL
8" CMU
1/2" TEXTURED
FIN 15H a MA50NRY
WEEP SCREED
DETAIL Ca) WOOD TO
2A LOCK CONNECTION
SCALE. 1 1/2"=V-0"
A R C H I T E C T S
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
0.5.8. SHEATHING OF, CDX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE ON SHEET
w
D5
r.
s"THICK, 3 COAT CEMENT
PLASTER APPLIED TO METAL
w
LATH OVER 2 LAYERS OF
GRADE D BUILDING PAPER
OR PAPER BACKED LATH
OVER AN APPROVED HOUSE
WRAP
G
2x4 CONT. -a TOP AND BT. OF -Z
FLR TRU55 (TOP 2x4
SUPPORT5 BT PLATE OF 2ND
d
FLR, BT. 2x4 15 FOR WALL
SHEATHING NAILER)
a.
WEEP SCREED
o a
(SEE DETAIL 2A)
o
�
EMBED. STRAP VERIFY
W/ TRUSS PLAN
z"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR
CONNECTION AT PARALLEL/
PERPENDICULAR
PRE—ENG FLOOR TRUSS
U
SCALE- 3/4"=l' -O"
2x STUDS -m 16" O.C. MAX W/
R-11 BATT. IN5UL. MIN.
3" T 4 G SUBFLOOR GLUED
AND NAILED A5 PER
NAILING SCHEDULE
PRE -ENG FLOOR TRU55
s GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) *B REBAR CONTINUOUS
WOOD
CONSTRUCTION
2x4 BLOCKING BETWEEN
TRU55E5 AT FIRST TWO BAPS
4'-0" O.G. CAT SHEATHING
SEAMS)
PRE -ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's a EACH TRU55
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUE5.
I" GYPSUM BOARD OR �"
HIGH STRENGTH CLG.
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS -w 16" D.C. MAX W/
R-11 BATT. IN5UL. MIN.
i" T 4 G 5U5FLOOR GLUED
AND NAILED A5 PER
NAILING SCHEDULE
PRE - ENG FLOOR TRU55
( INSTALL PER MFG. SPECS.)
J" GYP5UM BDARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) 05 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
5PECIFICATION5
PRECAST SILL
(1) 05 REBAR VERTIGALLI'
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
ow 16 " O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
1/16" O.S.B. OF, i" CDX
TYVEK BUILDING WRA
PAPER BACK
-GALV'D MTL. LATH
-1/8" TEXTURED
FINISH Is WOOD
-WEEP SCREED
zOL
8" CMU
1/2" TEXTURED
FIN 15H a MA50NRY
WEEP SCREED
DETAIL Ca) WOOD TO
2A LOCK CONNECTION
SCALE. 1 1/2"=V-0"
A R C H I T E C T S
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
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MODEL:
"2498"
GARAGE STfMG:
LEFT
PAGE:
MONOLITHIC
2—STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
y
DA :033110
:SCALE: 1/4"=1'-0"
SHEET
1)4o3pp2 I
*NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING-,:, Sol 4 O.G. i„1AX 's EDGES 4 �o"-S" O.G. 1" IAX IN THE FIELD
Pf�ECASt 1- IL- ADERMIN) ---- A
17 DBL. TOP PLATE
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
SECURE 2 X RIP t0 FIT
OR DRIVE PIN (MIN SHANK SIZE.145 DBL. TOP PLATE W/2 -12d5 6"-8' O.C. MAX.
MIN DEAD SIZE 3001/8" TEXTURED FINISH
MIN EMBEDMENT 1 1/4') 2X4 16' O.G. MAX.
-1/16" OSB SHEATHING
S' FROM EACH END AND 18'ify
O.G. MAX. MIN 1-1/4' EMBEDMENT�D 2 X 4 16 O.G. MAX.
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON$� (WHEN OVER 16' IN HIEGHT.)
OR DRIVE PIN (MIN SHANK SIZ!
MIN HEAD SIZE 300 00 SECURE 2X4 W/ 2 -34W2 -34W2 X 4 (WHEN OVER 16" IN HIEGHTJ
MIN EMBEDMENT 1 TAPCONS OR DRIVE PIN 1/4' TEMPERED MASONITE
(MIN. SHANK SIZE .145 MIN. GLUE 4 NAIL W/Sd'S 8"-12" O.G.
S' FROM EACH END AND IS' HEAD SIZE 300 MIN.
O.C. MAX. MIN 1-1/4' EMBEDMENT EMBEDMENT 1 Y4' W/IN 8" IF NEEDED.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EA. END NOT t0 EXCEED BT. PLATE 2 X SOLID 5LK'G 6 ARCH
OR DRIVE PIN (MIN SHANK SIZE.145 181 O.G. MAX SECURE W/2 -12d EACH END
MIN HEAD SIZE .300 2X4 SOLID BLOCKING
MIN EMBEDMENT 1 1/49 SECURE TO SHEATHING W/ ATTACHMENT PER
8' FROM EACH END AND 18' MIN. 2-12d PER 51-K- EA. END MANUFACTURERS, SPEC 5_
O.C. MAX. MIN 1-1/4' EMBEDMENT '1/16' OSB SHEATHING: BLOCKING SECURE I/2" PLYWOOp MTL WDW FRAME
CMU WALL 2X4 SOLID OR 1/16' O.S.B. *NOTE: NO GAP 0 WDW FRAME
TO SHEATHING WITH TO EXCEED 1/4'
ARCHWAY DETAIL MIN. 2-12d PER BLK. EXTERIOR ARCHWAY ARCHWAY DETAIL
1 16" AND UNDER EA. END WITH WINDOW C
2 UTAWAY
SCALE: 1/2"=1'-0" SCALE: 1/2 ■i'-0' A SCALE:
DBL. TOP PLATE
2X4 16' O.C. MAX.
SECURE 2X4 TO
WOOD W/2 -12d a 6"-8'
O.G. STAGGERED
SECURE 2x4 W/ 2-346'
TAPCONS OR DRIVE
PIN (MIN. SHANK SIZE
.145 MIN. HEAD SIZE
300 MIN.
EMBEDMENT 1)14'W/IN
8' EA. END NOT t0
EXCEED 18' O.C.
MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA. END
3 EXTERIOR ARCHWAY
SCALE: 1/2"=1'-0"
X.- O.S.B. DRY' PLYWOOD SHEATHING
2U. +'15 BLDG. FELT
O3 24' WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD D1910, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
FIBERGLASS SHINGLES
PRE -i --B TRUSS
1/2' CLG. BOARD 4 TEXT.
SIMP50N SP42X4 RBL. TOP PLATE
a EVERY 1/2" DRYWALL
OTHER STUD T2X4 WOOD STUDS +16' O.G.,
UN.O. ON TRUSS PLAN
2X4 CONI. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4 +3
32' O.G. MAX
1/2'X9" A.S. 32' O.G.
1" EMBEDMENT
C_ C. SLAB
2 +'5's CONT.
1 -STORY
INT. BEARING WALL
SCALE: 1/2' =1' -0"
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
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')
S' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/49
S' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD SIZE 300 1/16' OSB SHEATHING
MIN EMBEDMENT 1 1/49 2X4 16' O.C. MAX.
8' FROM EACH EMD AND 18' (WHEN OVER 16' IN HEIGHT.)
O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-12d PER 151-x. EA. END
ARC gWAY DETAIL
�)_ 16 AND UP
SCALE: I/2"=1' -0'
r�,1CLOSED VALLEY FLASHING DETAIL
N.T.S.
PRE -ENG TRUSS
DOUBLE TOP PLATE
2x CONTINOUS STRE55
BLOCKING MID WALL
2x STUDS 0 16' O.C. 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.C. MAX
PRE -ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x CONTINOUS STRESS
BLOCKING MID WALL
2x STUDS a 16' O.C. 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 51=4 IP 32' O.C. MAX
( D - INT. 2—STORY L.B.W.
SCALE: 1/2"=1'-0'
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
�— CONT. 2x4 SPF RAT RUN '
OR DRIVE PIN (MIN SHANK SIZE.145
SECURED W/ (2) 12d's a EACH
MIN HEAD SIZE 300
TRUSS
MIN EMBEDMENT 1 1/4')
(2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3)
8' FROM EACH END AND 18"
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
1/9" TEXTURED FINISH
OR DRIVE PIN (MIN SHANK SIZE.145
W IGH STRENGTH CLG.
STUDS a 16' O.C.
MIN HEAD SIZE 300
MTS -12 0 EVER STUD
1/16'065 SHEATHING
MIN EMBEDMENT 1 1/49
2 X 4 16' O.G. MAX.
8' FROM EACH ENP AND 18'
(WHEN OVER 16' IN HEIGHT.)
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
16' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE.145
BRACE DIVIDED EQUALY FROM CENTER TO END
2 X SOLID BLK'G 0 ARCH
MIN HEAD SIZE .300
8 SCALE: 1/2' =1' -0"
SECURE W/2 -12d EACH END
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND 18'
ATTACHMENT PER
O.G. MAX. MIN 1-1/4' EMBEDMENT
MANUFACTURER'S SPEG'S.
MTL WDW FRAME
1/4' TEMPERED MASONITE 'NOTE:
NO GAP * WDW FRAME
GLUE 4 NAIL W/8d'S 8'-12' O.C. TO
EXCEED 1/4'
IF NEEDED.
ARCHWAY
DETAIL
B CUTAWAY
SCALE: 1/2' =1'-0'
ASPHALT SHINGLES OVER
e 15 FELT ON 1/16' O.S.B.
PRE -ENG TRUSSES OR PRE -ENG GABLE TRUSS
CONY. FRAMED RAFTERS SPF STIFFBAGK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING BETWEEN TRUSSES At
ir
SEAMS)TWO BAYS 4'-0' O.C. (AT SHEATHING
J' O.S.R. 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 C16N NAILS —
Ixb COLLAR TIE AT EVERY OT4ER
RAFTER W/
MIN. (3) 126 NAILS OR
MIN. (4) 10d GUN NAILS -
2x RAFTERS —
1x8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS 0 EA. TRUSS-
"e
RAFTER TO TRUSS MTS -12
CREATE VOID FOR STRAP
PENETRAT ION —
ROOF DECKING OVER
PRE -ENCS TRUSSES—
PRE -ENG. TRUSS—
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES—
CONY. ME -
MED ROOF
0'-0' TO 30'-0" (U 'X' BRACE
30'-1' TO 60'-0' (3) 'X' BRACE
0 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER —r
M 15 FELT ON '1/16' O.S.B.
(2) 2X4 02 SYP DIAGONAIL BRACE —�
W/ 3-12d a EA TRUSS l DIAGONAIL BRACE
TO COVER 5 -TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
SPF ST IFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1/16' OSB SHEATHING
USE 8d NAILS At
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5 A a *32" O.C. MAY
OR SIMPSON MSTA-24 0 32' O.G. MAX. ,
SHEATHING NAILING TO BE
6"-8" O.C. IN FIELD
4" O.G.*ALL EDGES W/Sd NAILS
SCALE: 1/2'-V-0"
FINISH a LANDING
3/4" PLYWOOD F.F.
TRUSS 24' o.c.
1/2" CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d a EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
12°
M 1115 UPLIFT
SIMPSOM HTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
" 2350 UPLIFT
(2) SIMPSOM HT5M20
ONE EA. SIDE OF TRUSS
OPPOSITE SIDE OF BLOCK
W/10 106 TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE -ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
gTRUSS AN1C HOR RETROFIT
1 3/4" PLYWOOD WITH
LANDING DETAIL 412-D COMMONS
NAILED THRU 3/4"
FINISH 1@ LANDING PLYWOOD INTO
3/4" PLYWOOD F.F. EACH STRINGE�Z
3-2x12 SYP STRINGER ' D5L 2X12
REINFORCED W/2X4 aPF OR JOIST
W/CONT. 5EAD OF
5U5 -FLOOR ADHESIVE
PL -400 OR SIMILAR
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)#8 3" SCREWS 6 EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUIB-FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+1T=24"-2r5
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/5" MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO 8E 1 3/411+-1/4" OR PROVIDE EQUIVALENT
GRASPAB I L I TY
WINDERS- MIN. b" WIDE a NARROW END
MIN. 11" WIDTH 1w 12" FROM NARROW END
34" MIN. HANDRAIL NGT.
36" MIN. FINISH
WINDER DETAIL
2X12 TREAD
CUT TO F I T
1-1X8 RISER
lm" ,
LESS THAN 4" TTP.
PETWEEN SPINDLES
NAND RAIL
1/2" DR"r'WALL-�
1X10 TRIM ----
-V
�-1" NOSING TTP.
(3) 106 CUT NAILS
2 X4 P.T.
SLEEPER INTO m
SLAB r
q
CI rrl A T T-) cr 171 /-4 rP T n AT n U m A T T C
SCALE: 3/4"=V-0"
A R C H I T E C T S
Desmign
Group ���.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
�— CONT. 2x4 SPF RAT RUN '
SECURED W/ (2) 12d's a EACH
TRUSS
2x4 BLOCKING UNDER
(2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3)
WALL STUDS SGURE
12d's 1v EACH TRUSS (DIAGONAL
BETWEEN TRUSS BAYS W/
X -BRACING TO COVER 5-TRUSSE5
(3) 12d's EACH END
I" GYPSUM BOARD OR
2x DOUBLE TOP PLATEHIGH
W IGH STRENGTH CLG.
STUDS a 16' O.C.
NOTE: BOARD
MTS -12 0 EVER STUD
DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BE a ANY SPAN V-0" OR GRATER REFER TO
2X4 BT_ PLATE
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT -
W
y
0' -C' TO 30'-0" (1) X -BRACE
30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE a CENTER AND (2)
DORMER
BRACE DIVIDED EQUALY FROM CENTER TO END
ATTACHMENT
GABLE X—BRACING
8 SCALE: 1/2' =1' -0"
SCALE: 1/2' =1'-0'
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3)12d NAILS OR
MIN. (4) 10d C16N NAILS —
Ixb COLLAR TIE AT EVERY OT4ER
RAFTER W/
MIN. (3) 126 NAILS OR
MIN. (4) 10d GUN NAILS -
2x RAFTERS —
1x8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS 0 EA. TRUSS-
"e
RAFTER TO TRUSS MTS -12
CREATE VOID FOR STRAP
PENETRAT ION —
ROOF DECKING OVER
PRE -ENCS TRUSSES—
PRE -ENG. TRUSS—
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES—
CONY. ME -
MED ROOF
0'-0' TO 30'-0" (U 'X' BRACE
30'-1' TO 60'-0' (3) 'X' BRACE
0 'X' BRACE a CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER —r
M 15 FELT ON '1/16' O.S.B.
(2) 2X4 02 SYP DIAGONAIL BRACE —�
W/ 3-12d a EA TRUSS l DIAGONAIL BRACE
TO COVER 5 -TRUSSES
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
SPF ST IFFBACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
1/16' OSB SHEATHING
USE 8d NAILS At
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5 A a *32" O.C. MAY
OR SIMPSON MSTA-24 0 32' O.G. MAX. ,
SHEATHING NAILING TO BE
6"-8" O.C. IN FIELD
4" O.G.*ALL EDGES W/Sd NAILS
SCALE: 1/2'-V-0"
FINISH a LANDING
3/4" PLYWOOD F.F.
TRUSS 24' o.c.
1/2" CLG. BOARD
NAIL CONT. RAT RUN TO
TRUSS W/ (2) 12d a EA. TRUSS
2X4 SYP RAT ADJACENT
TO DIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
12°
M 1115 UPLIFT
SIMPSOM HTSM20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LINTEL
" 2350 UPLIFT
(2) SIMPSOM HT5M20
ONE EA. SIDE OF TRUSS
OPPOSITE SIDE OF BLOCK
W/10 106 TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE -ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
gTRUSS AN1C HOR RETROFIT
1 3/4" PLYWOOD WITH
LANDING DETAIL 412-D COMMONS
NAILED THRU 3/4"
FINISH 1@ LANDING PLYWOOD INTO
3/4" PLYWOOD F.F. EACH STRINGE�Z
3-2x12 SYP STRINGER ' D5L 2X12
REINFORCED W/2X4 aPF OR JOIST
W/CONT. 5EAD OF
5U5 -FLOOR ADHESIVE
PL -400 OR SIMILAR
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)#8 3" SCREWS 6 EA
STRINGER, UNTHREADED SHANK
TO EXTEND BEYOND THICKNESS
OF SUIB-FLOOR SHEATHING
NOTE:
STAIRS RISERS TO CONFORM
TO FBC 2001
2R+1T=24"-2r5
3/16" MAX. VARIATION IN RISERS/TREADS
ADJACENT TO EACH OTHER
3/5" MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO 8E 1 3/411+-1/4" OR PROVIDE EQUIVALENT
GRASPAB I L I TY
WINDERS- MIN. b" WIDE a NARROW END
MIN. 11" WIDTH 1w 12" FROM NARROW END
34" MIN. HANDRAIL NGT.
36" MIN. FINISH
WINDER DETAIL
2X12 TREAD
CUT TO F I T
1-1X8 RISER
lm" ,
LESS THAN 4" TTP.
PETWEEN SPINDLES
NAND RAIL
1/2" DR"r'WALL-�
1X10 TRIM ----
-V
�-1" NOSING TTP.
(3) 106 CUT NAILS
2 X4 P.T.
SLEEPER INTO m
SLAB r
q
CI rrl A T T-) cr 171 /-4 rP T n AT n U m A T T C
SCALE: 3/4"=V-0"
A R C H I T E C T S
Desmign
Group ���.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
h
W
W
y
v
W
W
0Ci
Z
U
0
A
SVHDIV. & LAT:
TUSCA PLACE
SOUTH
LOT #21
PPROJECT#
1'703.00
MODEL:
"2498"
GARAGE SWING:
LEFT
PACE:
misc.
DETAILS
ARCHITECT:
STATE OF FLORIDA
2010
DA : 03/31/10
SCALE: 1/42°=1'-0"
SHEET
ID 5 OF2 1