HomeMy WebLinkAbout2616 Vineyard Cir (a)FOR:
www. arnorTon. com
CBC1 252212
5850
1
T4ml: (407) 850-5200 Fax: (407) 850-5300
TOTAL
2660 5Q, FT,
ABBREVIATIONS
ABOVE
• STATE OF FLORIDA
DESIGN CRITERIA:
AIR CONDITIONING
LUM.
CERTIFIED BUILDING CONTRACTOR:
• F'LORI-DA BUILDING CODE (FBC) 2007 RESIDENTIAL
ABV.
MEDICINE CABINET
ALTERNATE
W/2009 SUPPLEMENT
A j.
AMPERAGE
MIN.
• 2007 FLORIDA FIRE PREVENTION CODE
ALT.
M.T.
D.R. HORTON HOMES
•NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION
DP
MOUNTED
5850 , T.G. LEE BLVD. SUITE 600
-ALL LOCAL AND STATE CODES
CAB
CEILING
ORLANDO, FL, 32822
NOT TO SCALE
CLEAR
O.C.
ON CENTER
CONCRETE
CLR.
PROPERTY LINE
TEL: (407) 850-5200
Y.B.
CONI.
CPT.
CERA,iM1C TILE
PH.
PHONE
DRYER
PLT.
FAX: (407) 850-5300
-OCCUPANCY — RESIDENTIAL, GROUP R3
C.T.
D.
PLYWOOD
DUAL GLAZED
• CONSTRUCTION TYPE — VB
DBL.
'
DIAMETER
P.T.
• MIN. INTERIOR FINISH — CLASS B
DIA.
R.
RISER
• BASIC WIND SPEED — 120 MPH (M/S)
DIM.
DISP.
RADIUS
• 1—STORY RESIDENCE —
DP.
RETURN AIR GRILL
DOOR
• STATE OF' FLORIDA
• 2—S'T'ORY RESIDENCE — MAX. HEIGHT AS PER
D.S.
RM.
PROFESSIONAL ARCHITECT:SPECIFIC
LOCAL AND STATE CODES
o w_
ROUGH OPENING
DISHWASHER
S.C.
PARAMETERS FROM FBC 2007 CH. 3
EA.
S.D.
JAMES CANTWELL
USED FOR DESIGN INCLUDE:
ELEV.
EQ.
SINGLE HUNG
AR NO. 12079
o CONCRETE MASONRY RESIDENTIAL
SHEET
EXHAUST
SHTHG.
*CONSTRUCTION WOOD FRAME CONS'T'RUCTION
EXT.
SHWR.
SHOWER
*AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05
F.G./FX'
F.G.
SIMILAR
A.B. DESIGN GROUP, INC.
FIN.
SQ.FT. CALL. S
FINISH
1441 NORTH RONALD REAGAN BLVD.
SLIDING GLASS
.
FLUOR.
STD.
STANDARD
LONGWOOD, FLORIDA 32"750
LIVING 05T.J 1041 5Q. FT.
FT DR.
FRENCH DOOR
Tel: (407) 774-6078
SECTION
GA.
TEMP.
TEMPERED GLASS
LIVING (2NQ.) 11 2 5Q. FT.
GAR.DISP.
THICK
Fax: (407) 774-4078
T.O.C.
G.F.I.
GROUND -FAULT CIRCUIT
T.O.P.
TOP OF PLA'T'E
GL.
T.O.S.
TOP OF SLAB
GLASS
TYP.
GYP. BD.
GYPSUM BOARD
U.N.O.
TOTAL LIVING 2199 50. FT.
H.B.
O'T'HERWISE
HOLLOW CORE
V.P.
H.C.
HEADER
W.
O RG I
1-t 5(o CJ Q FT.
HGT.
HGT. OR HT
W/
WITH
INSULATION
INSUL.
WOOD
INTERIOR
C�AR14 40550, FT.
INT.
o�
TOTAL
2660 5Q, FT,
ABBREVIATIONS
ABOVE
LAV.
LAVATORY
AIR CONDITIONING
LUM.
LUMINOUS
ADJUSTABLE
M.C.
MEDICINE CABINET
ALTERNATE
MFR.
MANUFACTURER
AMPERAGE
MIN.
MINIMUM
BOARD
M.T.
METAL THRESHOLD
CENTER LINE
MTD.
MOUNTED
CABINET
MTL.
METAL
CEILING
N.T.S.
NOT TO SCALE
CLEAR
O.C.
ON CENTER
CONCRETE
PL
PROPERTY LINE
CARPET
Y.B.
PUSH BUTTON
CERA,iM1C TILE
PH.
PHONE
DRYER
PLT.
PLATE
DOUBLE
PLYWD.
PLYWOOD
DUAL GLAZED
PR.
PAIR
DIAMETER
P.T.
PRESSURE TREATED
DIMENSION
R.
RISER
DISPOSAL
RAD.
RADIUS
DEEP
R.A.G.
RETURN AIR GRILL
DOOR
REF.
REFRIGERATOR
DOWNSPOUT
RM.
ROOM
DETAIL
R.O.
ROUGH OPENING
DISHWASHER
S.C.
SOLID CORE EXT DR
EACH
S.D.
SMOKE DETECTOR
ELEVATION
S.H.
SINGLE HUNG
EQUAL
SHT.
SHEET
EXHAUST
SHTHG.
SHEATHING
EXTERIOR
SHWR.
SHOWER
FIXED GLASS
ShM.
SIMILAR
FUEL GAS
SL.
SLIDING
FINISH
SL. GL.
SLIDING GLASS
FLOOR
STD.
STANDARD
FLUORESCENT
SWS
SHEAR WALL
FRENCH DOOR
SECTION
FOOTING
TEMP.
TEMPERED GLASS
GAUGE
THK.
THICK
GARBAGE DISPOSAL
T.O.C.
TOP OF CURB
GROUND -FAULT CIRCUIT
T.O.P.
TOP OF PLA'T'E
INTERRUPTER
T.O.S.
TOP OF SLAB
GLASS
TYP.
TYPICAL
GYPSUM BOARD
U.N.O.
UNLESS NOTED
HOSE BIB
O'T'HERWISE
HOLLOW CORE
V.P.
VAPOR PROOF
HEADER
W.
WASHER
HEIGHT
W/
WITH
INSULATION
WD.
WOOD
INTERIOR
WDW.
WINDOW
o�
W/H
WATER HEATER
W.I.
WROUGHT IRON
REVISIONS
REV. DATE DESCRIPTION
1 03/01/10 CONTROL DATE (NO SHEETS ,4t✓FrCTED0
03/04/10 F, -`'AN MACDONALD REV151ON5
-REMOVED LINEN CLOSET AT FOYER
-ADDED OFT. DOUBLE LAY AT 0. BATH
-5WITCHED W.C. 4 LINEN CL05ET LOCATION5 AT `
O. BATH 4 ENLARGED 500WER
3 03/09/10 R. MACDONALD ELEVATION REVISIONS
REVISED ELEVATION C 4 D TO 8'-8" LRCS. 1-1GT_
-REMOVED GRID FROM WINDOWS, ID A5 "COMM. SPECIFIC"
-REY15ED 5CORED 5AND5 TO READ A5 5TUCCO, ID A5 'COMM. 5PECIFIC'
-REVISED WINDOL HEIGHT TO 1'-4" A.1= -I= -
INDEX OF DRAWINGS
SHEET # DESCRIPTION
PG
C1
-COVER PAGE
PG
GN-
GENERAL NOTES
PG
1 -FOUNDATION
PLAN
PG
1A
-DOWEL PLAN
PG
113-
LINTEL SCHEDULE (CAST -CRETE)
PG
113.1-
LINTEL SCHEDULE (WEKIWA)
PG
113.2-
LINTEL SCHEDULE (PRO -CRETE)
PG
1C
-WIND LOAD CALCULATIONS
PG
2-
FIRST FLOOR PLAN
PG
3-
SECOND FLOOR PLAN
PG
4A
-ELEVATION. "A" FRONT & REAR
PG
5A
-ELEVATION "A" LEFT & RIGHT
PG
6A
-FRAMING PLAN ELEVATION "A"
PG
7A
-ROOF FRAMING PLAN ELEVATION "A"
PG
8 -FIRST
FLOOR ELECTRICAL PLAN
PG
9 -SECOND
FLOOR ELECTRICAL PLAN
PG
D1
-FOUNDATION DETAILS
PG
D2-MISC.
DETAILS
PG-
D3
-1 -STORY WALL SECTIONS
PG
D4-MISC.
DETAILS
PG
D5-MISC.
DETAILS
A R C H IT E C TS
/DesPine.n
rou
441 N. RONALD REAGAN BLVD
L ONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www,abdesigngroup.com
AA #: 0003325
ESUBDIV. & WT:
TUSCA PLACE,
SOUTH
LOT #25
PROJECT#
1703.0
HOIDEN:
>'2199"
GA=R.AGE SWING:
RIGHT
PAGE:
COVER
PAGE
ARCHITECT:
STATE OF FLORIDA
APR �k2-010
LL
DATE:`�-_��_-.0T / 44/16 /10
FwdC3`er1X/: / "— 11_-071
SHEET
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ESUBDIV. & WT:
TUSCA PLACE,
SOUTH
LOT #25
PROJECT#
1703.0
HOIDEN:
>'2199"
GA=R.AGE SWING:
RIGHT
PAGE:
COVER
PAGE
ARCHITECT:
STATE OF FLORIDA
APR �k2-010
LL
DATE:`�-_��_-.0T / 44/16 /10
FwdC3`er1X/: / "— 11_-071
SHEET
C I arl6
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS (PSF)
I. SLEEPING ROOMS 30
II. ATTICS WI STORAGE 20
III. ATTICS W/OUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES 60
VI. DECKS 40
VII. STAIRS AND EXIT WAYS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS 10 (PSF)
C. ROOF LIVE LOADS **
"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
a
ENCLOSED BUILDINGS
±0.18
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 120 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN 1/2 -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 T- 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 1/ 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 3/a".
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 530.11 ASCE 6, LATEST REVISION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN IA 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" - WI A 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 T-0"5RCR506.24(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/4"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO.
Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS
NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH
WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007..
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 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 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND
STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER
FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL_ OR STRUCTURAL_ ENGINEER
REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR
LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN
APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS
RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALT_ BE MINIMUM 3/4' PVC (SCHEDULE 40), INSULATED WITH 'h" 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, %" 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
(� Desi n
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1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-407B
www.abdesigngroup.com
AA #: 0003325
SUBDI V e & LOT:
TUSCA PLACE
SOUTH
LOT X25
PROJECT#
1703.00
MODEL:
2199"
GARAGE SWING: _
RIGHT
PAGE:
GENERAL
NOTES
rARCHITECT:
STATE OF ELOFiIDA
APR X119 2010
CANTWELL.
10 12079
DATE: 04/16/10
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GENERAL
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rARCHITECT:
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10 12079
DATE: 04/16/10
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APR 1 ;2010
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DATE: 04 10 10
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ASF �9 2010
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120 MPH WIND
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WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
BUILDING CODE, 2001 ALLOWS THE PRESSURES TO BE AvERAGED WHEN
THE OPENING IS PARTIALLY LOCATED IN 50TH ZONE 4 AND ZONE 5
WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND CcUST)
IMPORTANCE FACTOR=1.0
EXPOSURE CATEGORY = B
MEAN ROOF HEIGHT=LESS THAN 30 FT, FOR AN )=NCLOSED 13UILDING
IG, i_mn
I'13KCENTAGE OF AREA WITHIN ZONE 4:
A,4= 11.33-= 16=0.71 IC
PERCE N'I'AGE OF AREA WITHIN ZONE 5:
A5=4.66_ 16=0.29 rC
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p = 21.8 (0.9) + 21.8 (0.10)
= 19.62 -h 2.15
= 21.8 ps1'
AVERAGE NEGATIVE PRESSURE ON GAKAGE DOOR:
p = -21.0 (0.71) -I- - 26.55(0.29)
_ -17.05 + (-7.7)
_ -21.75 ps1'.
AVERAGE GARAGE DOOR PRESSURE:
p=21.8/-21.8
A R C H I T E C T S
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com.
AA #: 0003325
S` IBIDIV. &- LOT:
TUSCA PLACE
SOUTH
LOT #25
PROJECT#
1'03.00
MODEL. -
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ODEL:"2199"
GARAGE SWING:
l
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PAGE:
WIND LOAD
CALCULATIONS
ARCHITECT:
STATE OF FLORIDA
APRI� 2010
JAMF
(PANTWFLL
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0 12079
DATA;-.-.
04/16/10
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ODEL:"2199"
GARAGE SWING:
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PAGE:
WIND LOAD
CALCULATIONS
ARCHITECT:
STATE OF FLORIDA
APRI� 2010
JAMF
(PANTWFLL
A
0 12079
DATA;-.-.
04/16/10
SCS:
1/4"=1,_0„
SQ. FT,
CALC.'S
PATIO
LIVING (IST.)
LIVING (2ND.)
1041
1152
5Q. FT.
5Q_ FT,
TOTAL LIVING
PORCH
GARAGE
2199
56
405
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
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OPT. COV. PATIO
OPT. COV. PATIO
2660
35
80
168
SQ. FT.
SQ_ FT_
SQ_ FT.
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MODEL SPECIFICATIONS
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TAPED, UNPAINTED, UNFINSHED
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L N. RONALD REAGAN Bi
LONGWOOD, FL 32750,
PH: 407-774-6078
FAX: 407-774-4078 .
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4GDesoU Inc.
L N. RONALD REAGAN Bi
LONGWOOD, FL 32750,
PH: 407-774-6078
FAX: 407-774-4078 .
vww.abdesigngroup.corr
AA #: 0003325
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SOUTH
LOT #25.
PROJECT#
1703.00
MODEL.-
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ODEL:"2199"
GARAGE SWING:
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PAGE:
SECOND
_FLOOR
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rnrrr
ARCHITECT:
STATE OF FLORIDA
1APR 9 20
JAS CANTWELL
NO 12079
rD
R .JTT
E: 04X161/10
SCA=: 1/4"=11_0»
SHEET
3 OF'l 6
25'-6" RIDGE 1--4G 4' _ - - - - - - - - - - -
18'-0" 2ND FL BRG. NGT.
1' -0" -
WINDOW STYLE DETERMINED -
fi ER COMMUNITY
6 RAISED OR SCORED BAND ---
(DETERMINED PER
COMMUNITY)
10"-0" 2ND-E.F. �-
8' - 8" E3iRG. HGT.
6 "---
RAISED OR SCORED BAND »7
(DETERMINED PER
COMMUNITY)
12"X48" RAISED OR SCORED,
SHUTTERS (DETERMINED PER
COMMUNITY) 2"
0'-0" FIN. 1=LIz_
25'-6" RIDGE HGT_
2ND FL BRG. HGT_
[Ap-o"
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CA
10"-0" 2 Z.) F.F.
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4 W
l
TEXTURED FIN15H
i�Cll�=
[II J�I�I I i' II_I
ELEVATION ,YA"
25'-6" RIDGE HGT.
- _ _ _ 25'-6 "RIDGE NGT.
OFF RIDGE VENT
12
51
IS' -O" 2ND FL BRG. NGT. �, �® 18'-0u 2ND FL E3FG. HC -;T.
10"-0" 2ND F.F. - - - - - -� - - - 1 `,' -"_
10 0 2ND F.F.
8'- 8" BRC. NGT. _
8' - S" BRC. HGT.
l_o
I
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0'-0" FIN. FLR. _ _ _ _ _ _ _ _ 0'-0" FIN. FLR
Y
c 3
EAR ELEVATION
TEXTURED FINISH
7/8" THICK, 3 COAT CEMENT
PLASTER OVER GRADE 'Du
FELT PAPER E3ACK METAL LATH
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OR GRADE 'D" FELT PAPER
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SECURED PER NAILING SCHEDULE
?101-0" 2ND FIN. FLR Q6
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TO 2x6 JOIST
2X6 LEDGER W/ 1/2"x8"
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11
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6' MIN EMBED.
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PLASTER APPLIED
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2xro LEDGER SECURED
U1/ 1/4' x 4' LAG BOLT
U1/ 2' DIA. WASHER
24' O.C. MAX
2xro 5LOCKING
AS REQUIRED
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LONGWOOD, FL 3
PH: 407-774-60
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TUSCA PLACE
S O UTK
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PROJECT#
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ODEL,:"2100"
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ARCHITECT:
STATE OF ELCRIDA
2010,
N,Osm"R NO 1207
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STATE OF ELCRIDA
2010,
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LONGWOOD, rL 32750
PH: 407-7746076
FAX: 407-7744076
www.abdesigngroup.com
AA #: 0003325
S'7DDIV. & LOT:
TUSCA PLACE
SOUTH
L011#25
PROJECT#
1703.00
M®DEL:
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GARAGE SWING:
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GARAGE SWING:
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PAGE:
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ARCHITECT:
0 4 1 Ej 10 -
SCALE:
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2SHEET
5 A
6
HEADER SPAN CHART
CONNECTOR SCHEDULE
5'-0' TO
SIMPSON
STORY APPLICATION
DES.
UPLIFT GRAVITY FASTNER
>-
META -16
1450 (1) 10d x 1 1/2 I -PLY/ (6) 16d 2 -PLY
Z
(2) META -16
1985 (10) 10d x 1 1/2 ]-FLY
O
TWO STORY APPLICATION DOWN 5TAIR5
1900 (14) 16d 2 -PLY
V)
a
HETA-16
1810 (9) 10d x 1 1/2 1 -PLY/ (8) 16d 2 -PLY
i
HETA-20
1810 (9) 10d x 1 1/2 I -PLY/ (6) 1601 2 -PLY
x 6
X 8
x 10
x 12
(2) HETA-20
2035 (10) 10d x 1 1/2 I -PLY
1
2
2500 (12) 16d 2 -PLY
MGT +
3965 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 1001 TO WOOD
NGT -2 +
10980 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMC3ED), (16) 10d TO WOOD
HGT-3 +
10530 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EM5ED), (I6) loci TO WOOD
LTAI
1420 (12) 10d x 1-1/2'
C]
VGT
4940 (1) 5/5' A.t.R IN H[aH STRENGTH EPDXY (MIN. 12' EM5E0), (16) Spy 1/4' X 3' TO WOOD
(2) VGT (2-P03-pl.T)
7185/8890 (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' I=MBED), (32) 605 1/4' X 3' TO WOOD
MT6-12
1000 (14) 10d x 1 1/2
HT6-16
1150 (16) loci x 1 1/2
HTS -20
1450 (24) loci x 1 1/2
LGTA-12 ++
925 (10) 1001
L6TA-18 ++
1235 (14) 10d
V)
META -18 ++
1315 (14) loci
CL
M6TA-24 ++
1640 (18) lod
0!�
MSTA-36 ++
2050 (26) 10d
F-
to
MSTI-36
3800 (36) lod x 11/2
M6TI-45
5065 (48) 10d x 1 1/2
H6
950 (8) 8d TO PLATES, (8) 8d TO STUDS
6P4
885 (6) 10d x 1 1/2' TO STUDS
A33
150 (4) 10d t0 BEAM (4) 10d TO POST.
HCP2
645 (6) lod x 1-1/2'
HIO
995 (16) 5d x 1-1/2
ABU 44
2200 6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) 1601 t0 WOOD
V)
ABU 66
2300 12000 (I) 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBEDJ IN CONC., (12)1bd TO WOOD
rr
O
LTTI9 +++
1340 W 3/4' A.T.R. IN HIGH 57RENGTH EPDXY, (MIN. 1' EM5ED.) IN GONG, (8)lod TO WOOD
s
LTT205 +++
1625 (1) I/2' A -T. IN HIGH STRENGTH EPDXY (MIN- 1' EMBED.) IN GONG. (2) BOLT OLT TO WOOD
U
3610 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC. (18) 10d x 1 1/2' TO WOOD
Z
Q
HTT4
4235 (1) 5/8' A.T.R IN HIGH 5TRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (0) 16d x 2 1/2' TO WOOD
350 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG. (26) Iod x 1 1/2' TO WOOD
HTT5
4670 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' 1=M131=p.) IN CONC. (26) lod To WOOD
090 5/8' R G $TRE G FOXY, BED. CO G. 26 6d x 2 /2 O OD
�
HHIDall-SDS 2.5+
11,445 ((1) V A.T.R IN HIGH STRENGTH EPDXY, (MIN. lo' EMBEDJ IN CONC, (24 -,DS)s' x-2)5' WOOD
HDI
6480 ll) 1/8' AH. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3J ' STUD 5OLT6 To WOOD
Mt314A 356/1125
34-15 5330 (U 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' EM13E0MENT) IN CM11. FACE,
(18)104 TO BEAM
(1)
fy
J
HUSC412 (WOOD)
3240 2510 (FLOG (10) 16d TO HEADER, (10) 166 TO WOOD
3140 (ROOF)
C9
HUC410 (CMU)
1810 5085 18-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD
z
T_
HIGH STRENGTH EPDXY ■ SIMPSON '5E,r EPDXY-TIE'. CONTACT THE AR--HITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO 5U55TITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EM5EDMENT IS GREATER THAN 1' PEEP, THE VERTICAL CELL. IN CM.U. WALL MUST 5E FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN >3E SU5STITUTED WITH 10d x 1 I/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALL.OWAI3L.E
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 RF0UIRI=D FOR THIS APPLICATION PRIOR TO INSTALLATION.
(/)
W
(--
+++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND15EAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 1'
O
A.T.R = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LFW_;TH, ETG. VARIES)
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST BE RE5PONSI5LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN U51NO STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALvANIZED cONNECTOR6,
USE FASTENERS GALYANIZED PER A5TM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE
ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2009' , 'HIGH WIND -RESISTANT CONSTRUCTION
C-HW05-R', T-ANCHOR61-EC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALO[z C-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
Sal UD REOUTREMENTS
T(2)\,__
I
DBL 2xro LEDGER SECURED TO
BLK W/ 1/2' A.B. OR THREADED
ROP W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH
EPDXY 6' MIN. EMBED. e 32'
O.C. MAX. SECURE TRU55 TO
LEDGER W/ (2) L-50
HDR. TO 4X4 POST
(2) MTS -12
POST TO SLAB HTT-4
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
SINGLE
STORY APPLICATION
51ZE
4'-I1 1/2"
CLEAR SPAN
DE3L 2
DF3L 2
DF3L 2
DF3L 2
x 0
x 8
x 10
x 12
UP TO 5'-4"
5'-4" TO -I'-O"
1'-0" TO 10"-0"
10'-0" AND OVER
TWO STORY APPLICATION DOWN 5TAIR5
SUPPORTING END OF HEADER
1
SIZE
3
CLEAR SPAN
D5 L 2
DPL 2
DBL 2
PE3L 2
x 6
X 8
x 10
x 12
UP TO 51-011
5'-o" TO 6'-4"
6'-4" TO 8"-0"
V-0` AND OVER
MINIMUM WALL AND HEADER
Sal UD REOUTREMENTS
T(2)\,__
I
DBL 2xro LEDGER SECURED TO
BLK W/ 1/2' A.B. OR THREADED
ROP W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH
EPDXY 6' MIN. EMBED. e 32'
O.C. MAX. SECURE TRU55 TO
LEDGER W/ (2) L-50
HDR. TO 4X4 POST
(2) MTS -12
POST TO SLAB HTT-4
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8 _01
U.N.O.
W
4'-I1 1/2"
1'-11 1/2'
AND UP
NUME3ER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUME3ER OF FULL LENC-;TH STUDS
AT EACH END OF HEADER
1
2
3
U1 2 x 12
( 6,rF)
/16,055
NAIL (3) 1201 0 6 "-S" O.G.
TYP, 2x!2 B.M.HDR.
1✓RAMING NOTE5:
I. HURRICANE STRAPS TO 5E MANUFACTURED k3Y 6IMP50N STRONG -TIE OR EQUAL., U.N.D.
2. TYPICAL HURRICANE STRAf=S ARE AS FOLLOWS, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL BE META -16
* FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
* TRUSS To WOOD FRAMING SHAD. 5E MTS -12
3.TRU5S TO TRU55 CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED f3Y
TRUSS MANUFACTURER.
4. REFER To TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROor/FL.00R TRUSSES.
5. HEADEIR SPAN CHART 4 MINIMUM WALL- 4 HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-1001 GUN NAILS OR 3-12d HAND DRIVES 0 EA.
END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS.
i� 11T lit t
C2) HE
TA -16 I I�
HUC 4110 I 11" IIS �
Ii1' IID IN 11 "0 IID IID U
(2) 2X12 BM. _ _ _
(2) META -16 = _ ^-
(2) META -16
(2) 2X12 13M. -J NUG 4110
FT] — — — —
FT1 — — — —
FT1 —
FTI — —
FT -1 — —
FTI — (2) HETA-16 —�
FGI
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E31
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4F3J5('D II II I I =
1F3J3 —
II II
HUC410
W/8 -3/16'X2'
TAPCON5 (4
PER FLANGE)
—1=501 TO 4X6 POST
(2) MSTA-24 POST TO
SLAB HTT-4
45J5
45J3
4BJ I
2X10 5M TO 6Xr6 POST
(2) MSTA-24
POST TO 5LA8
ABU 66
axi0 1f
II � III
fv
fLl I 11.1 I fQ
N N
HUC410
W/& -3/16'X2'
TAPCONS (4
— — PER 1:LANCE)
(DCOV. PATIO
- - - - -�-�
2X10 BM To 6x6 POST l
��, ( (2) M6TA-24 I
lx I m yam- � � KI un `'� I POST TOS LAB
I
FLOOR FRAMING PLATN_11'1
HUC410
W/5 -3/16'X2"
TAPCONS (4
PER N-ANGE)
0COVEIRIED PATIO
HUC410
3/I & "X2'
;ONS (4
LANCaE)
SOUTHERN 2/9/10
A R C H I T E C T S
4/DesiTn
Groupnc.
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AA #: 0003325
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TUSCA PLACE
SOUTH
LOT #25
PROJECT#
1703.00
MOIDIE11L:
"2199"
G'ARAG'E SWING:
RIGHT
1F'LO0R
JF'RAMING
PLAN
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F
CHITECT:
OF FLORIDA'
2010
JAM7S C:ANTVVELL
16DATE: 0 4 16 /10
��IEET
AID Irl 1
HEADER SPAN CHART
CONNECTOR SCHEDULE
5'-0" TO
SIMPSON
STORY APPLICATION
DES.
UPLIFT
GRAVITY
FASTNER
>-
META -16
1450
x ro
x 5
x 10
x 12
(1) 1001 x 1 1/2 I -PLY/ (6) 16d 2 -PLY
n
Z
(2) META-fro(lo)
1985
1
loci x 1 1/2 1 -PLY
0
CLEAR SEAN
1900
x 6
x 8
x 10
x 12
(14) 166 2 -PLY
Q
HETA-16
1810
3
(9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY
HETA-20
1810
W
(9) 10d x 1 1/2 I -PLY/ (e) 16d 2 -PLY
(2) HF -20
2035
(10) lod x 1 1/2 1 -PLY
-TA
2500
(12) 16d 2 -PLY
MGT +
3965
(1) 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d To WOOL)
W;IT-2 +
10980
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
HGT-3 +
10530
�I
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOF
LTAI
1420
(12) 10d x 1-1/2'
VGT
4940
(1) 5/0" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) BE -,)6 1/4' X 3' TO WOOD
(2) YGT (2-KY/3-KT)
1185/8890
C-.
(2) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' FMBFD), (32) 5P6 1/4' X 3' TO WOOD
MT5-12
1000
(14) Iod x 112
NT5-I6
1150
(16) lod x 1 1/2
HT6-20
1450
(24) 10d x 1 1/2
O
LSTA-12 ++
925
00) 1001
L5TA-18 ++
1235
(14) lod
V)
META -la ++
1315
(14) 10d
n
Q
META -24 ++
1640
(la) 10d
CC
META -36 ++
2050
q
(26) 10d
F-
V)
1`15TI-36
3800
(36) 10d x 11/2
MSTI-45
5065
(48) lod x 1 1/2
H6
950
(6) ad To PLATE5, (a) 8d To STUD5
SP4
885
(6) 10d x 1 1/2' TO STUID5
A33
-150
(4) 10d TO BEAM (4) 10d TO POST.
HCP2
645
(6) 10d x 1-1/2'
H10
995
(1(2) ad x 1-I/2
ABU 44
2200
6665
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l" FMBED-) IN CONC. (12) 1601 TO WOOD
V)
ABU 66
2300
12000
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1° EMBEQ.) IN CONC., 02)16d TO WOOD
tz
LTT19 +++
1340
(I) 3/4' A.T.R IN HfGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (0)10d TO WOOD
0
LTT205 +++
1625
(1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED.) IN CONC. (2))6' BOLT TO WOOD
C)
3610
(1) 5/0" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (18) 10d x 1 1/2' TO WOOD
Z
HTT4
4235
(1) 5/S' A.T.R. IN HIGH 6TRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (la) 1601 x 2 1/2' TO WOOD
Q
4350
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' FM13FD.) IN CONC. (26) 10d x 1 1/2' TO WOOD
HTT5
4610
(1) 5/a" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD
5090
J 5/8' T.R IN H Cs ETRE TN EPDXY, (111. E BED.) IN GO C. 26 601 x 2 I/2' TO OOD
HHDa11-5D5 2.5+
11,445
(11) 1' A.T.fz IN HIGH STRENGTH EPDXY, (MIN. l0' EMBED.) IN coNc., (24)OD5 41 x ' WOOD
H 1
6480
(I) 1/8' A_B. IN HIGH STRENGTH EPDXY, (MIN. 1' 3=MBED.) IN CONC. (3)Y' STUD BOLTS TO WOOD
MBHA 3.56/1125
3415
5330
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EM5EDMENT) IN C.M.U. TOP,
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN Cl -W. FACE,
(18)10d To BEAM
V)
Ld
W
HU5C412 (WOOD)
3240
2510 (FLOG
3140 (ROOF)
(10) 16d TO HEADER, (10) 16d TO WOOD
0
HUC410 (CMU)
lal0
5085
I0-1/4' x 2-3/4' TITFN ( 9 PER FLANGE) To CMU, (10) lod TO WOOD
Z
Q
T
HIGH STRENGTH EPDXY = 5IMP50N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO 5UF35TITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.MU. WALL MUST BE FELLED 50LID w/ GROUT.
++ lod COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAIL5 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REC,IUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
V)
FW-
+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
Z
A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST BF RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORRO51ON PROTFCTION IS U5FD.
WHEN USING 5TAINLESS STEEL CONNECTORS, USE 5TAINLE55 STEEL FA57ENER5. WHEN USING IMAX / HUG GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZED PER ASTM -A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA5I6 AND MUST HAVE WRITTEN APPROVAL FROM THE
ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON 5IMP50N "WOOD CONSTRUCTION cONNEctoR5 c-2009' , 'HIGH WIND -RESISTANT CoNSTRUCTIoN
C-HW05-R', T-ANCHOR5PEC01, AND ANCHORING 4 FASTENING 6Y5TEM5 FOR CONCRETE 4 MA50NRY CATALOG C-2009.
HEADER SPAN CHART
MINIMUM WALL AND HEADER
STUD REOUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
S INCL E
STORY APPLICATION
51ZE
4'-11 1/2"
CLEAR SPAN
DE3L. 2
DBL- 2
DBL 2
DFL 2
x ro
x 5
x 10
x 12
UP TO 5'-4"
5'-4" TO -1'-o'
1'-0" TO 10'-0"
10'-0" AND OVER
TWO STORY Afi P�_ICATION DOWN STAIRS
5UPPORTINCi END OF HEADER
1
SIZE
3
CLEAR SEAN
GBL 2
DBL 2
Dk3L 2
DBL 2
x 6
x 8
x 10
x 12
UP TO 5'-0"
5'-0" TO ro'-4"
b'-4" TO 0"-0"
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REOUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
0'-04
U.N.O.
4'-11 1/2"
1'-I1 1/2"
AND UP
NUMBER OF HEADER STUDS
5UPPORTINCi END OF HEADER
1
2
3
NUM5ER OF FULL LENG3TH STUD5
AT EACH END OF HEADER
1
2
3
2 x 12
�2 5YP)
7/l�" OSB
NAIL (3)12d E0 6"-8" O.G.
uP. 2x!2 BM. ATOS.
FRAMING NOTES:
1. HURRICANE STRAPS TO FSE MANUFACTURED E3Y SIMPSON STRONG—TIE OR EQUAL, U.N.O.
2. TYFICAL HURRICANE STRAPS ARE AS FOLLOW5, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL E3E META -16
* FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA— Ir AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
* TRUSS TO WOOD FRAMINC-iSHALL. PE MTS -12
3.TRU55 TO T1RU55 CONNECTIONS AND HANG:sERS SHALL. BE DESIGNED AND SUPPLIED 5Y
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'5 SIC-cNED AND SEALED E)RAWINC:;S FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRU55ES.
5. HEADER SAN CHAIN 4 MINIMUM WALL 4 HFADEf;�;
STUD RECD. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT f3LOCKINC� SECURED W/3-106 C -;UN NAILS OR 3-1201 HAND DRIVES 6 EA.
END. CUT PITCH 4 F5EVEL TO FIT TIC;HT TO TRU55 AS REP APA REQUIREMENTS.
TRU55 TO 4X4 POST
HTS -20
POST TO 15LK
HTT-4
A3
A2
Al
Al
Al
A2
A3
TRUSS TO 4X4 POST
HTS -20
POST TO BLK A�
HTT-4
BJ5
BJ3
BJI
r r r --
m c lU LLI w
r r r -
w W w w w w w w
tO
al fQ co LLL w w LLI w LLL w w w w w [A In ca
ROOF FRAMING PLAN
0
TRUSS TO 4X4 POST
HTS -20
POST TO 5L.K
HTT-4
TRUSS TO 4X4 POST
HTS -20
POST TO BLK
HTT-4
SOUTHERN 2/9/10
A R C H I T E C T
Desig2Groupnc.
.1 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
e
SUDDIV, T:
TUSC;A PLACE
SOUTH
LOT X25_
PROJECT'#
1703.00.:.
MODEL: .
)'2199"
GARAGE SWING:
RIGHT
PAGE:
ROOF
FRAMING
PLAN
JELEVAr�'ION
77 A 77
L 11
ARCHITECT:.
STATE OF FLORIDA
APF 1MY2010
I CANTWELL
NO 12070
PRINT
DATE: 04/16/10
SCALE: 1/4 —* 0"
SHEET
Or
7 AjLj I
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SUDDIV, T:
TUSC;A PLACE
SOUTH
LOT X25_
PROJECT'#
1703.00.:.
MODEL: .
)'2199"
GARAGE SWING:
RIGHT
PAGE:
ROOF
FRAMING
PLAN
JELEVAr�'ION
77 A 77
L 11
ARCHITECT:.
STATE OF FLORIDA
APF 1MY2010
I CANTWELL
NO 12070
PRINT
DATE: 04/16/10
SCALE: 1/4 —* 0"
SHEET
Or
7 AjLj I
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
r I l
125V OUTLET
20 AMP
(�
11ov OUTLET
2199
SQFT GENERAL LIGHTING X3 VA PER SQFT
6597
I/2 OF OUTLET
20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
5
110V OUTLET
WIRED To
LAUNDRY CIRCUIT AT
1500
SWITCH
RANGE AT NAME PLATE RA'T'ING OR COOKTOP/OVEN
12000
ECUIPFID WITH
WATER HEATER
I10V OUTLET
GROUNP FAULT
�SLNT
DISHWASHER
GFI
1200
(TAER
CLOTHES DRYER
W
5000
4 WIRE
DISPOSAL
220V OUTLET
CONNECTION
Wp
EXTERIOR
GROUND FAULT
GF I
WATERPROOF
INTERFliPTEFR
1200
OUTLET
SUBTOTAL OF' GENERAL LOAD
(�
SWITCH
FIRST
10 KVA OF' GENERAL LOAD AT 100%
SWITCH
3 -WAY OPER.
!�4
SWITCH
4 -WAY OPER.
n
WALLY
21399
MOUNTED
TON HEAT PUMP#1 28 AMPx 240 VA=
LIGHT
2.5
TON HEAT PUMP#2 21 AMPx 240 VA=
CI (LING LIGHT
---
1
VAPOR
�U�vP
PL
KW ELECTRIC HEAT ASI' 65%
GOOF
HT
� �
RECESSED
21399
CAN
13220
I CFM PER
VENT. FAN
SCS. FT.
CALCULATED LOAD FOR SERVICE
34619 VA/240 V= 145 AMP
145 AMP SERVICE
VENT. FAN
I CFM PER
W/LIGHT
50. FT.
2' LIGHT STRIP
4' LIGHT STRIP
4' RFCESSFD
FLUORESCENT
2-RUL5 WRAP
LIGHT
AROUND
�l
2' FLUORESCENT
4' FLUORESCENT
4' TRACK LIGHT
Z
KI
p
PANEL
MFTFR
�
0
SMOKE
BATT.I3ACK-UP
1r��)
DETECTOR
D
Wi HARD
INTFR-
3ATT. �3ACK-UP
MOUNTED
VWIR
W1 HARE
S�'
U
INTFR-
DETECTOR
CONNECTED
BATT. BACK-UP
CARBON
W/ HARDWIRE
®S/CO
MONOXIDE/
INTFR-
CONNECTED
SMOKE DETECTOR
&HALL fH�F A
Gotl1 30
DISTANCE OF NOT
LESS THEN 4'
q
�
FROM WALL
PENDANT
LIGHT
Q
NATURAL GAS
OUTLET
®
TELEPHONE
JACK
WATER HEAT.
DISCONNECT
A/C
AIR. GOND.
DISCONNECT
TV.
TELF-VISION
JACK
CEILING E30X
REWIRED TO
F3F SUPPORTED
J
O
J-F30X
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
CEILING
FAN/LIGHT
R1=QUIREP TO
ESE SUPPORTED
IN ACCoRDANCF
W/ E30X MARKED
AS 5UCH FOR
IN5PECTION
FLOOD
LIGHT
OPTIONAL
KP
SECURITY
KEYPAD
PUSH-
FOR
Pg,
F3UTTON
CHIMES
Oso -
0 LOCATION OF TV JACKS 4 PHONE OUTLETS
B FANS TO BE VERIFIED m HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO F3E ARC FAULT PROTECTED
PER NEC, 210.12(b)
20 AMP DEDICATED LAUNDRY CIRCUIT.
C-iFI tv ISLAND (NOT ON KITCHEN CIRCUIT)
s DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
BATHROOM EXAU5T FAN TO HAVE MIN.
CAPACITY OF �,® CFM INTERMITTENTIFBC
2001,RE51D1=NTIAL CODE TAi3L F 1-115063)
LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
CAI:5LE A5 N.E.C. 2008 ARTICLE= 300.(0) (2)
ALL RECEPTACLES TO BE TAMPER-
RE515TANT TYPE
GREAT 1
ROOM /
GF I /
WP CE Il_ INE MTD. /
L ICiHT TO 3E /
INSTALLED, /
/ 1 PROVIDE J -BOX
GOND. FOR OPT. FAN i
I �
1 I
WP
c I HB
1
II
II
II
II
II
II
�I
II /
/ DINING
/ ROOM
II �
UL__ _u7j
GF Ill G;F I
D.W. KITCHEN
NOOK
1
CI --
CHIMES __ J—\---/--� RANGE / 1
DPT. /
�1 \\ REF- -}- -�- ��r�n,—.r�-
/\
0
P.5. m. I
PORCH \WP
I \ CSF I
\—
L---------- \
IST FLOOR
�/ GF I a H
/ 44"A.F.F.WH
I
GFf
CLG PANEL
OUTLET
!-+ADAOU
OPI lrl--
UTLET FOR
IR RAGATION
TIMER
ELECTRICAL PLAN
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE 5ECONDARY
ELECTRICAL SERVICE. PROVIDE 3 01 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 UNLESS SERVICE IS PROVIDED 15Y THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY PRIOR TO 51D.
NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE
ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS.
PROVIDE 3 #1 CU, 1 a(o CU GND 2" CONDUIT OR
PROVIDE 3 #2/0 AL, 1 4*4 AL GND IN 2" CONDUIT.
COMMINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN 1 PHA5E
NEMA 3R ENCLOSURE MLD
M D
PANEL
15014/2P
MC5
TELEPHONE SERVICE
ENTRANCE
E G2U I PMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAC3E CONNECTIONS
CAE3LE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 #(o 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
150 XII ELEGTRIC.AL fRIS R
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 REaUIREMENT5.
E3. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
A R C H IT E C TS
1441 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
LOAD CALCULATIONS ONE FAMILY
- DWELLING WITH HEAT PUMP
(NEC CODE#D2)
HOUSE PLAN: 2199 MODEL
LOAD INFORMATION
VA
2199
SQFT GENERAL LIGHTING X3 VA PER SQFT
6597
2
20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
4500
1
LAUNDRY CIRCUIT AT
1500
1
RANGE AT NAME PLATE RA'T'ING OR COOKTOP/OVEN
12000
1
WATER HEATER
4500
1
DISHWASHER
1200
1
CLOTHES DRYER
5000
1
DISPOSAL
500
1
MICROWAVE
1500
1
REF.
1200
SUBTOTAL OF' GENERAL LOAD
38497
FIRST
10 KVA OF' GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD AT 40% 28497 VA x .4
11399
TOTAL NET GENERAL LOAD
21399
4
TON HEAT PUMP#1 28 AMPx 240 VA=
6720
2.5
TON HEAT PUMP#2 21 AMPx 240 VA=
---
10
KW ELEC'T'RIC HEAT AT 65%
6500
5
KW ELECTRIC HEAT ASI' 65%
---
NET GENERAL LOAD
21399
NET TOTAL HEAT
13220
TOTAL LOAD
34619
CALCULATED LOAD FOR SERVICE
34619 VA/240 V= 145 AMP
145 AMP SERVICE
NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE
ARC—FAULT TYPE PER NEC 210-12 REQUIREMENTS.
PROVIDE 3 #1 CU, 1 a(o CU GND 2" CONDUIT OR
PROVIDE 3 #2/0 AL, 1 4*4 AL GND IN 2" CONDUIT.
COMMINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN 1 PHA5E
NEMA 3R ENCLOSURE MLD
M D
PANEL
15014/2P
MC5
TELEPHONE SERVICE
ENTRANCE
E G2U I PMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAC3E CONNECTIONS
CAE3LE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
1 #(o 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
150 XII ELEGTRIC.AL fRIS R
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 REaUIREMENT5.
E3. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
A R C H IT E C TS
1441 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SLTDDIV. & LOT:
TUSCA PLACE
SOUS_--�
LOT #25 -
PROJECT#
1703.00
MODEL:
),2100"
GARAGE . SW ENG:
RIGHT
PAGE:
FIRST
FLOOR
ELEC TRWAL
PLAN
ARCHITECT:
STATE OF FLORIDA -
APR 1
VTWELL
2079
DAVE: 04/16/10
SdAL
SKEET
H o Ipl. 6
W
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SLTDDIV. & LOT:
TUSCA PLACE
SOUS_--�
LOT #25 -
PROJECT#
1703.00
MODEL:
),2100"
GARAGE . SW ENG:
RIGHT
PAGE:
FIRST
FLOOR
ELEC TRWAL
PLAN
ARCHITECT:
STATE OF FLORIDA -
APR 1
VTWELL
2079
DAVE: 04/16/10
SdAL
SKEET
H o Ipl. 6
ELECTRICAL LEGEND
5Y1MBOL
DEFINITION
NOTES
125V OUTLET
20 AMP
(I j�
IIOY CUTLET
I/2 of OUTLET
110Y OUTLET
WIMP r0
SWITCH
ECUIPEP WITH
110V OUTLET
GROUND FA�ULT
TP GROUND
GFl
W
(TAMF'!ER
�f f
4 WIRE
/1111
220V OUTLET
CONNECTION
FI
EXTERIOR
GROUND FAULT
GFI
WATERPROOF
INTERRUPTER
U
CUTLET
SWITCH
SWITCH
3 -WAY OPER
�
SWITCH
4 -WAY OPER.
WALL
9
MOUNTED
LIGHT
CEILING LIGHT
PROOF
`O
YP
LIGHT
r 1
RECESSEP
(0�
CAN
I CFM PER
VENT. FAN
SQ. FT.
VENT. FAN
I CFM PER
o
W/LIGHT
5Q. FT.
2' LfGHT STRIP
4' Llr4HT 5TiRIP
4' RECE55EP
2-5UL5 WRAP
FLUORESCENT
LIGHT
gROUNia
_
2'FLUORE5CENT
�
4' FLUORESCENT
4' TRACK LIGHT
�I
PANEL
V
METER
n�
SMOKE
BATT. BACK-UP
DETECTOR
W/ N ER -
BATT. BACK-UP
MOUNTED
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PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL BE NON METALLIC
GABLE A5 N.E.G. 2005 ARTICLE 300,(B) (2)
ALL RECEPTACLES TO DE TAMPER-
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GARAGE SWIE TG:
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PAGE:
SECOND
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ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
AF 9 2010 U.
JAM S CANTWELL
AR NO 12079" 00
DATE: 04Z16/10
SKEET
9 0lpl,(1,3/1
°
17BARRIER
4' CCNC, REINF. W/ 6'x6'
L "I0/10 WIN OR NeER�IESH ON
4'e6 -MIL POLY ETHYLENE VAPOR
' U a'ETRMITE TREON ATED FILL
D
(1) 05 REBAR ON CHAIRS
q- THICKEN EDGE
SCALE: I/2'=I'-0'
m
4' CONC, RE INF. W/ 6'x6' 010 UWM OR
FIBERMEBH ON 6 -MIL POLY
4' 4' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED PILL
GARAGE STEP-UP
5 NONBEARING
GRAPE
q .
Q °4
a
4' CONC, Rt'INE W/ 6'xb' 010 WU1M OR
FIBI;RPE9H ON 6 -MIL POLY
— ETHYLENE VAPOR HARRIER ON
ul WELL -COMPACTED CLEAN TERMITE
n� O 4" d S 4"
TREATED FILL
U 2'-O" 4" 05 REBAR ON CHAIRS
� CONCRETE PAD
SCALE: 1/2'=I'-0'
POURED LINTEL CONT. (TYPJ
a' CMU FILLED CELL (TTP.)
—2X WALL FRAMING
,,(4) i'XT' ANCHOR BOLTS or (4),r'X'1'
J-BOLT8 MIN. 5' EMt3FPMENT W/ 2'X2"XI/8'
WASHER AND NUT SPACED EVENLY FROM
FLOOR TO HOND BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
8OLID POUR ACCFPTAf3LF RFTROFIT)
EXrI'. IINT, FRAME WALL TO
15 BLOCK WALL CONNECTION
SCALE: I/2' ■ I' -0'
(1) 0g KI OAR SET IN SIMPSON HIGH
STRENGTH EPDXY T' EMHEp. MIN-
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q'. FIBERME9H ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
-- TREATED FILL
TYP. RETROFIT FOR
OMITTED DOWELS
SECURE BT. PLATE To FLK W/ i'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY l"
EMBED. MIN. m 32' OG MAX.
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z ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
O TREATED FILL
i U t,413"' 4
(2) 0S REBAR ON CHAIRS
1 -STORY FOOTING
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- - POUR CELL
(U 05 REBAR VERTICALLY
IR-42 INSULATION
z
TI-XTURED FINISH
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=_J
S' CMU
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WELL -COMPACTED CLEAN TERMITE
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SIMPSON HIGH STRENGTH EPDXY 7'
I1
m 0
1/2' RECESS FOR SERVICE DR
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FI5BR[-IESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
7
UV
4"
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IZ
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(2) 05 REBAR ON CHAIRS,
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=
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1
SCALE: 1/2'=1'-0'
°
17BARRIER
4' CCNC, REINF. W/ 6'x6'
L "I0/10 WIN OR NeER�IESH ON
4'e6 -MIL POLY ETHYLENE VAPOR
' U a'ETRMITE TREON ATED FILL
D
(1) 05 REBAR ON CHAIRS
q- THICKEN EDGE
SCALE: I/2'=I'-0'
m
4' CONC, RE INF. W/ 6'x6' 010 UWM OR
FIBERMEBH ON 6 -MIL POLY
4' 4' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED PILL
GARAGE STEP-UP
5 NONBEARING
GRAPE
q .
Q °4
a
4' CONC, Rt'INE W/ 6'xb' 010 WU1M OR
FIBI;RPE9H ON 6 -MIL POLY
— ETHYLENE VAPOR HARRIER ON
ul WELL -COMPACTED CLEAN TERMITE
n� O 4" d S 4"
TREATED FILL
U 2'-O" 4" 05 REBAR ON CHAIRS
� CONCRETE PAD
SCALE: 1/2'=I'-0'
POURED LINTEL CONT. (TYPJ
a' CMU FILLED CELL (TTP.)
—2X WALL FRAMING
,,(4) i'XT' ANCHOR BOLTS or (4),r'X'1'
J-BOLT8 MIN. 5' EMt3FPMENT W/ 2'X2"XI/8'
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FLOOR TO HOND BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
8OLID POUR ACCFPTAf3LF RFTROFIT)
EXrI'. IINT, FRAME WALL TO
15 BLOCK WALL CONNECTION
SCALE: I/2' ■ I' -0'
(1) 0g KI OAR SET IN SIMPSON HIGH
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q'. FIBERME9H ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
-- TREATED FILL
TYP. RETROFIT FOR
OMITTED DOWELS
SECURE BT. PLATE To FLK W/ i'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY l"
EMBED. MIN. m 32' OG MAX.
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FIBEf�MESN ON b -MIL POLY
z ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
O TREATED FILL
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(2) 0S REBAR ON CHAIRS
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WELL -COMPACTED CLEAN TERMITE
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w
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SECURE BT. PLATE TO SLAB W/ 1'
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EMBED. MIN. • 32' OC MAX.
4' CONC., REINF. W/ 6'x6' 010 ILIUM OR
FIBFRME6H ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED PILL
(3) 05 REBAR ON CHAIRS
2 -STORY FOOTING
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SECURE OT. PLATE TO SLAG W/ 10d
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MAX
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GARAGE DOOR
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WELL -COMPACTED CLEAN TERMITE
ETHYLENE VAPOR BARRIER ON
F
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m 0
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N
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U
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NO -UPLIFT
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WELL -COMPACTED CLEAN TERMITE
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N
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ATED FILL
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LU
ETHYLENE VAPOR BARRIER ON
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WELL -COMPACTED CLEAN TERMITE
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FI5ERME5H ON 6 -MIL POLY
t'-0'
ETHYLENE VAPOR BARRIER ON
z -T
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
0 0
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POUR CELL
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I CREATED FILL
V 4 a 4 (2) +5 REHAR ON CHAIR&
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m
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POUR CELL
R-42 INSULATION
z TEXTURED FINISH
IL Q _ - S' CMU
J
I/2' GYP. WL. 155.
WOOD BASE
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7
ro
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FIBERMESH ON 6 -MIL POLY
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TREATED FILL
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GAS LINE THRU BLOCK 216TORYBAR ON CHAIRS - -a
SGAI E I'■I -0" (3) 05 REDAR ON CHAIRS
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POUR CELL
R 42 INSULATION
8' Ct1U — I—
f1/1' GYP. WL. BD.
I WOOD BABE
CLFANOUT REQUIRED
4' CONC., RE INF. W/ 6'x6' "IO WU.M OR I1 '_ FOR INSPECTION
z Q _ I FIBERMESH ON 6 -MIL POLY L
n v -_ (= ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE �
TREATED FILL
o'-0' FIN. FLR.
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(3) 05 REHAR m 2 -STORY a "a q
fI) *5 VERT. DOWEL � ' TIE VERTICAL 1'EBAR
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° OUT51PE REBAR TO BE (1) 05 REBAR AT CORNERS
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W/ 25' LAP MIN. 4 v a °
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1 0 4' a° 4" (2) +5 REBAR ON CHAIRS U
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TEXTURED FINISH
R -II INSULATION MIN.
6TUp6 16' Or-. MAX
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51MP50N HIGH STRENGTH EPDXY 7'
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a, C
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TREATED FILL
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(3) 05 RE15AR ON CHAIRS
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TEXTURFID FINISH
ft -ll INSULATION MIN.
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1/2' GYP. WL. BD.
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SECURE BT. PLATE TO BLK W/
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c,
ATED FILL
W
FIBERMESH ON i& -MIL POLY
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,
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m
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POUR CELL
R-42 INSULATION
z TEXTURED FINISH
IL Q _ - S' CMU
J
I/2' GYP. WL. 155.
WOOD BASE
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7
ro
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FIBERMESH ON 6 -MIL POLY
a ETHYLENE VAPOR BARRIER ON
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TREATED FILL
F j (3) 05 REBAR ON CHAIRS
6 4
2 -STORY FOOTING
13 W/ BLOCK WALL
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GAS LINE THRU BLOCK 216TORYBAR ON CHAIRS - -a
SGAI E I'■I -0" (3) 05 REDAR ON CHAIRS
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POUR CELL
R 42 INSULATION
8' Ct1U — I—
f1/1' GYP. WL. BD.
I WOOD BABE
CLFANOUT REQUIRED
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z Q _ I FIBERMESH ON 6 -MIL POLY L
n v -_ (= ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE �
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(; (2) 05 REBAR I-6TORY Z I a ..
(3) 05 REHAR m 2 -STORY a "a q
fI) *5 VERT. DOWEL � ' TIE VERTICAL 1'EBAR
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W/ 25' LAP MIN. 4 v a °
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1 0 4' a° 4" (2) +5 REBAR ON CHAIRS U
2-6TORY
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TEXTURED FINISH
R -II INSULATION MIN.
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a, C
X
i J .n' z4
4' GONG, RE INF. W/ 6'x6 010 IULM OR
FIBERMESH ON 6 -MIL POLY
° ETHYLENE VAPOR BARRIER ON
�a :0 WELL -COMPACTED CLEAN TERMITE
TREATED FILL
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°
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L I'
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TO HORIZATIONAL
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a
HORIZONTAL/VERTICAL
REINFORCING AT
Ft BEARING CHANGE
A R C H I T E C T S
Design
F_roup��nc.
1441 N. RONALD REAGAN BL\
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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A R C H I T E C T S
Design
F_roup��nc.
1441 N. RONALD REAGAN BL\
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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TUSCA PLAC E
SOUTH
LOT X25
PROJECT#
1703.00 -
MODEL:
>,2199"
GARAGE SWING:
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PAGE:
MONOLITHIC
F'OUNDA.TION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLARIDA
APR 1
JA / S CANTWELvL_
A NO 12079
PRI19T
DATE: 0 4 /16 10
SCAT : 1/4„=1,_0„
SHEET
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TUSCA PLAC E
SOUTH
LOT X25
PROJECT#
1703.00 -
MODEL:
>,2199"
GARAGE SWING:
RIGHrl'
PAGE:
MONOLITHIC
F'OUNDA.TION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLARIDA
APR 1
JA / S CANTWELvL_
A NO 12079
PRI19T
DATE: 0 4 /16 10
SCAT : 1/4„=1,_0„
SHEET
O Pl
PANEL ANCHOR
SEALANT
O
0
SEALANT
3/8" -EXPANSION STRIP Q
FREE OF MORTAR
PANEL ANCHOR --
1/4" EXP. 5OLT!� 0
TWO PER ANGHCR__F.�--- ----
D
WALL FRAME SHOWN HERE -
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING CAN f5E
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
PANEL ANCHOR STYLE CONSTRUCTION
SECURE 2x6 MIN. To SLK W/ (2) Y'
ANCHOR BOLT W/ 2' WASHER SET
IN 51MP50N HIGH 5TRENGTH
EPDXY 4' EMBED.
L
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
El �-SIDES:
2X6 GARAGE DOOR 15UCK W/ (3)
Y"X8' J -BOLTS 4' EmaEr:)MENT MIN.
W/ 2'X2'Xhv WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR. IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK m CENTER OF
DOOR HEADER W/(1)Y'XV J-13OLTS
4' EMBEDMENT W/ 2'X2"XY8' WASHER
AND NUT
D
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: I/2' =1'-0"
8 NOT USED
R
LINTEL PLATT=
3/5" EXPANSION STRIP FREE OF MORTAR
LINTEL
SEALANT TO BE MIN.
1/2" DEEP
SEE NOTE
WGLA565LOCK EXPANSION STRIP
PANEL ANCHOR
NOTE: THIS DIMENSION IS
DETERMINED j3Y THE ANTICIPATED
pEFLECTION OF TE STRUCTURAL_
\ MEM13FR ABOVE THE GLASS FLOCK.
l'
AN REINFORCING; -Q EVER' OTHER
PANEL RE R
13ED JOINT MUST EXTEND THE
ENTIRE LENGTH OF THE PANEL BUT
NOT ACROSS EXPANSION JOINTS
/ GLASS BLOCK
POSITION (2) 1-1/4' 5-4
HEX WASHER HEAD WITH
ANTI -CORROSIVE COATING
TIGHT TO BEND OF ANCHOR
AND END OF SLOTTED HOLE
TYPE S OR N MORTAR
1/4" MIN. I/2' MAX.
\ PANEL REINFORCING
MORTAR
ASPHALT EMUL51 ON O
1-3/4' X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GAI3LE END
W/(2)12d19EA. UPRIGHT
2X4 SECURED TO
GABLE ENG W/(2)12d
O.C.
L-30 m
GABLE BLOCKING
TRUSS I 2x4 BLOCKING
m EA. RAFTER
L-30 EA.
RAFTER
�– H2.5 EA.
RAFTER
2x4 RAFTER
a 24' O.G.
2x4
FRAMING
(TYP)
q- FRAMED OVERHANG
2X4 DBL TOP PLATE ---_
2x4 METAL STUD
2 4' D.C.
1/2' DRY WALL
2X4 16' O.G. MAX
2X4 PT.
BT. PLATE
rs. ; 1/2' AB W/
tit MIN. i' EMBEDMENT
2' DIA. WASHER
412 32' D.C. MAX
05 REBAR CONT.
091�0OD FRAME TO BLK.
5GALE: I/2' = I'-0'
1 A
ALE: 1/2' y PLAN I' -0" VIEW
SC
I u u
SPARC ARREST
PER MANUFACTURER
IX2 PT. TOP OF BOX —
DE3L. TOP PLATE
2X4 STUD
TEXTURED FINISH OVER -
PAPER BACK EXP. MET.
LATH. W/ ON 0.5.15.
SHEATHING OR �' COX
PLYWOOD
PRE. ENG. TRU55
SIMI-SON H-5 (MIN.)
m 2X4 TO TRU55
PRE. ENG. TRU55
6P4 OR H-5 TOP PLATE TO 5TUD5
-0' ABV. 10"-0' LEVEL TO ROOF
)R 2'-0' A13V. HIGHEST RIDGE WITHIN 10'-0'
SIMPSON H-5 (MIN.)
2X4 TO TRU55
1 CHIMNEY DETAILS
SCALE: I/2' =1'-0"
Imo-. PRE -ENG TRU55E5 W/ TRU55
Q
HFAD
LENGTH
DIA.
�
ad
ROUND,MODIFIED
11/8'
.113
110,000
loll—NE
OR T
_
+�w - •+ - -
.i'�
Iod
-DO
21/8'
.128
110,000
OR T
_
t�
,
LH
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TDP PLATE
CRIPPLE 5TUD5 v 16' O.G.
MAX
SIMP50N LSTA-12 m EA. JACK
5TUD, BOTH SIDES OF
OPENING:.
2x STUDS m 16" O.G. MAX W/
SHEATHING. SHEATHING TO 5E
WITHIN J" OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY a A TIME.
U5E 12d NAILS, TWO WITHIN 6"
FROM EACH END 4 NO MORE
THAN 12' D.C. STAGGERED
5P4 OR H5 ID TOP AND
BOTTOM PLATES to 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,/
5 DOOR OPENING WD FRAMED
SCALE: I/2"=1'-0'
NAILING SCHE[DUL_E
ROOF DIAPHRAGM
U5E 1/16" O.S.B. OR 1/2' CDX PLY WITH MS RING SHANK GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGE5 AND #8 RING SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE 5UPPORT5. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 08 GUN NAILS m 4' D.C.
EXTI=RIOR SHEATHING
USE 7/16" 0.5.8. OR 1/2' PLY WITH *8 RING SHANK GUN NAILS AT 6' D.G. AT
PANEL 51DF5 AND *S RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM
PANEL AND "8 RING SHANK GUN NAILS AT '6" O.G. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
N,41L REQUffPE1-1ENT5
61X1=
HFAD
LENGTH
DIA.
TFN6I1_.E: STIR
ad
ROUND,MODIFIED
11/8'
.113
110,000
I
OR T
_
Iod
ROUNDYIODIFIED
21/8'
.128
110,000
OR T
PRECAST 91LL
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 4 TOOL A580C I AT ION
1 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING
2 RING DIAMETER OF OD12 OVER SHANK DIAMI=TER
3 16 TO 20 RINC35 PER INCH
4 02aO INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
FD,00F SHEATHING; L A"rOUT
ANI) ENDWALL 5f;Z4CING;
PO}, GA5LEE ENI ic'41''11NC
SECURE 2x TO BLOCK
W/ (2) �,' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMf;ED. 14") a
WITHIN V OF EACH 0 tY
ENP AND 18" O.G. MAX w
SPACING.
0.5.8. SHEATHING ORS
1' CDX PLYWOOD
2x4 BLOCKS
CMU WALL
ARCI-I WINDOW FRAME A SECTION
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (0.5.13. TO BE STRUCTURAL
GRADE) CONNECTORS FROM 5TUD TO PLATE ARE
NOT REauIRED EXCEPT m OPENING5
"d RING $HANK GUN NAILS m 4 O.C.
TOF 4 BOTTOM EDGzE5
J
Z
0
2
X
z
IK
PRE' ~ •' '� -rr rr
TRUE
MT5-
-I/16'
2x4
BTM.
PLA -
MTS
321C
TRUSS
2X4 DBL. TOP PLATE
2X4 5TUD 16' O.C.
-1/16" 05.8.
1/2' A.S. W/ MIN.
"I" EMBEDMENT
LOCATE 6"-8' FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
TO BLOCK
SCALE: 1/2'
2X4X4' SECURE TO TRUSS W/ 3-12d
6"-a" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2 -12d
SECURE TO BLK W/ META -16
2'-0" EXTENSIO
SCALE: 1/2"4-0'
S RING SHANK GUN NAILS
v 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.8. TO BE STRUCTURAL GRADE)
00 2' DECK SCREWS m 6"-8"
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING '\
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
OPT SERVICE
PRE -ENG. TRU55
DSL. 2X TOP PLATE
1/16" O.S.B.
2X BLOCKING Q
TOP OF
2X STUD5 16' O.C. MAX.
2X STM. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUS5
2X4 m TOP
4 BOTTOM CONT.
HETA-16
BLK WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK
W/ 1/4' GAP FROM BLK. TO 0.5.13.
Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF 0.5-5. TO PROVIDE CONT. NAIL PATTERN
REMAINING AREA TO 5E SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL 5LOCKING.
® SHEATHING m TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
A R C H 1 TE CT S
�
I 4Guse Inc. I
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroop.com
Inn AA #: 0003325 J
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-
PRECAST 91LL
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SECURE 2x TO BLOCK
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DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMf;ED. 14") a
WITHIN V OF EACH 0 tY
ENP AND 18" O.G. MAX w
SPACING.
0.5.8. SHEATHING ORS
1' CDX PLYWOOD
2x4 BLOCKS
CMU WALL
ARCI-I WINDOW FRAME A SECTION
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (0.5.13. TO BE STRUCTURAL
GRADE) CONNECTORS FROM 5TUD TO PLATE ARE
NOT REauIRED EXCEPT m OPENING5
"d RING $HANK GUN NAILS m 4 O.C.
TOF 4 BOTTOM EDGzE5
J
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MT5-
-I/16'
2x4
BTM.
PLA -
MTS
321C
TRUSS
2X4 DBL. TOP PLATE
2X4 5TUD 16' O.C.
-1/16" 05.8.
1/2' A.S. W/ MIN.
"I" EMBEDMENT
LOCATE 6"-8' FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
TO BLOCK
SCALE: 1/2'
2X4X4' SECURE TO TRUSS W/ 3-12d
6"-a" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2 -12d
SECURE TO BLK W/ META -16
2'-0" EXTENSIO
SCALE: 1/2"4-0'
S RING SHANK GUN NAILS
v 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.8. TO BE STRUCTURAL GRADE)
00 2' DECK SCREWS m 6"-8"
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING '\
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
OPT SERVICE
PRE -ENG. TRU55
DSL. 2X TOP PLATE
1/16" O.S.B.
2X BLOCKING Q
TOP OF
2X STUD5 16' O.C. MAX.
2X STM. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUS5
2X4 m TOP
4 BOTTOM CONT.
HETA-16
BLK WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK
W/ 1/4' GAP FROM BLK. TO 0.5.13.
Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF 0.5-5. TO PROVIDE CONT. NAIL PATTERN
REMAINING AREA TO 5E SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL 5LOCKING.
® SHEATHING m TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
A R C H 1 TE CT S
�
I 4Guse Inc. I
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroop.com
Inn AA #: 0003325 J
on
w
��
fIIII
W
SECURE 2x TO BLOCK
W/ (2) �,' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMf;ED. 14") a
WITHIN V OF EACH 0 tY
ENP AND 18" O.G. MAX w
SPACING.
0.5.8. SHEATHING ORS
1' CDX PLYWOOD
2x4 BLOCKS
CMU WALL
ARCI-I WINDOW FRAME A SECTION
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (0.5.13. TO BE STRUCTURAL
GRADE) CONNECTORS FROM 5TUD TO PLATE ARE
NOT REauIRED EXCEPT m OPENING5
"d RING $HANK GUN NAILS m 4 O.C.
TOF 4 BOTTOM EDGzE5
J
Z
0
2
X
z
IK
PRE' ~ •' '� -rr rr
TRUE
MT5-
-I/16'
2x4
BTM.
PLA -
MTS
321C
TRUSS
2X4 DBL. TOP PLATE
2X4 5TUD 16' O.C.
-1/16" 05.8.
1/2' A.S. W/ MIN.
"I" EMBEDMENT
LOCATE 6"-8' FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
8' CMU WALL
KNEE WALL DETAIL
TO BLOCK
SCALE: 1/2'
2X4X4' SECURE TO TRUSS W/ 3-12d
6"-a" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2 -12d
SECURE TO BLK W/ META -16
2'-0" EXTENSIO
SCALE: 1/2"4-0'
S RING SHANK GUN NAILS
v 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.8. TO BE STRUCTURAL GRADE)
00 2' DECK SCREWS m 6"-8"
O.G. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SHANK TO EXTEND BEYOND
THICKNESS OF SUB -FLOOR
SHEATHING '\
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
OPT SERVICE
PRE -ENG. TRU55
DSL. 2X TOP PLATE
1/16" O.S.B.
2X BLOCKING Q
TOP OF
2X STUD5 16' O.C. MAX.
2X STM. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUS5
2X4 m TOP
4 BOTTOM CONT.
HETA-16
BLK WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK
W/ 1/4' GAP FROM BLK. TO 0.5.13.
Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF 0.5-5. TO PROVIDE CONT. NAIL PATTERN
REMAINING AREA TO 5E SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL 5LOCKING.
® SHEATHING m TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
A R C H 1 TE CT S
�
I 4Guse Inc. I
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroop.com
Inn AA #: 0003325 J
on
w
'SUDDIV. 8c. LOTt
TUSCA PLACE
SOUTH
L011 #25
PROJECTIF
1703.00
M®DET-4.
2199"
GARAGE 8WI1gG:
RIGHT
PAGE:
misc.
DETAILS
ARCHITECT:
STATE OF Fi ®RIGA
2010
DA:qojE; 0 4 16 10
SCS:1/4"=1'-0"
SKEET
D 2 01PI u
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L011 #25
PROJECTIF
1703.00
M®DET-4.
2199"
GARAGE 8WI1gG:
RIGHT
PAGE:
misc.
DETAILS
ARCHITECT:
STATE OF Fi ®RIGA
2010
DA:qojE; 0 4 16 10
SCS:1/4"=1'-0"
SKEET
D 2 01PI u
FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN
OVER #15 FELT PAPER ON TRUSSES AT FIRST TWO BAYS FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAPS
1�" O.S.B. SHEATHING OR 2" 4'-0" O.C. (AT SHEATHING OVER #15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING
CDX PLYWOOD SECURED SEAMS) iro O.S.B. SHEATHING OR 2" SEAMS)
PER NAILING SCHEDULE CDX PLYWOOD SECURED FRE -ENG GAB USS
—FRF -ENG GABLE TRUSS PER NAILING SCHEDULE LE TRUSS
P_T_ 1x2 W/ MTL. DRIP EDGE
FIBERGLASS SHINGLES - D
2x4 NAILER MTL. DRIP EDGE —CONT_ 2x4 RAT RUN SECUREW/ (2)
2x4 SUB -BAND 126'5 EACH TRUSS
OVER #15 FELT PAPER ON CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND TO BE INSTALLED MID. POINT OF
ALUM. SOFFIT W/ (2) 126'5 s EACH TRUSS ALUM. SOFFIT
O.S.B. SHEATHING OR 2" STIFFBACK ATA U TRUSS SPAN OR 10 -0 O.C. MAX.
CDX PLYWOOD SECURED PRIGHTS TO BE INSTALLED MID. -
PER NA11__.fNG SCHEDULE OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBAGK AT ALL SEE ENERc�Y CODE FORMS
SEALED ENG. FOR SIzE 4 lo' -O" O.C. MAX. UPRIGHTS OVER 4 -10" FOR INSULATION R -VALUES.
CONDITION.)...HIGH (SEE SEALED ENG." GYPSUM BOARD OR 2"
PRE -ENCS TRUSS -- F - SEE ENERGY CODE FORMS 1 1i - SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION.) _ NIGI 1 STRENGTH CLCx.
FOR INSULATION R -VALUES. 16 O.S.B. SHEATHING OR 2 FOR INSULATION R -VALUES. O.S.B. SHEATHING OR 1'�
MTL_ PRP EDGE - CDX PLYWOOD. ATTACHED 16 2 BOARD
- s C->�I'PSUM BOAi�D OR 2" CDX PLYWOOD. ATTACHED -
Cc�t'i�SUM BOARD OR 2" HIGH PSR NAILING SCHEDULE ON - 2x4 NAILER
STRENGTH CLC. BOARD SHEET D5 - HIGH STRENGTH CCG. PER NAILING SCHEDULE ON
2x4 SUB -BAND BOARD SHEET D5 2x4 Q 24" O.C. � INTERIOR
VENTED ALUM. SOFFIT LONG. FILLED LfNTEL BLK j8" THICK, 3 COAT CEMENT CONC_ FILLED LINTEL BLK , KNEE WALL
W/ (1) #5 REBAR CONTINUOUS /a THICK, 3 COAT GEMENT CONC, � PLASTER OVER GRAIaE -- W/ (1) #5 REBAR CONTINUOUS PLASTER OVER GRADE N _FILLED LINTEL BLK
EMBED. STRAP VERIFY W/ � PRECAST LINTEL "D" FELT PAPER BACK R-4.2 ATT "D" FELT PAPER BACK W/ Cl) #5 REBAR CONTINUOUS
METAL LATH OVER B . INSUL.
TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAPMETAL LATH OVER
PRECAST LINTEL APPROVED HOUSE WRAP PRECAST LINTEL
WINDOW ATTACHMENT AS OR GRADE 11c)" FELT WINDOW ATTACHMENT AS OR GRADE "D" FELT
PAPER WINDOW ATTACHMENT AS
2"THICK, 2 COAT CEMENT— PER MANUFACTURES PER MANUFACTURES PAPER PER MANUFACTURES
PLASTER APPLfED SPECIFICATIONS WEEP SCREED E
SPECIFICATIONS SPEC fFIGATIONS
DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DE AIWEEP �p
PRECAST SILL
(1) #5 REBAR VERTICALLY SECURE GABLE TO 2x(o P.T. 11 (1) #5 REBAR VERTICALLY SECURE GABLE TO 2x& P.T. (1) #5 REBARARERTICALLY
V
W/ CONC. POUR CELL PLATE W/ 12d'5 0" O.C. MAX W/ GONG. POUR CELL PLATE W/ 12d'5 0" O.C. MAX _ --- (1 GONG. V CELL
_ lx2 P.T. FURRING STRIPS SECURE 2x6 PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x6 PT.
1 �� � �� PLATE TO 1x2 P.T. FURRING STRIPS
_ �' _
BLK W/ 2x9�� ANCHOR BOLT W/ _ l� O.C. LK W/ 2"x9" ANCHOR DOLT W/ -- lO.C.
151, CMU 2 WASHER SET IN SIMPSON = 8" GMU 2" WASHER SET IN SIMF50N
HIGH STRENGTH OX _ 8 CMU
EFOXY i
1/2 GYP. WL. BD. Hf H ST
- G STRENGTH EPDXY -i . I _ ____ ,�
EM5ED. MIN. � 32" OC MAX. 1/2 G�'P. WL. BD. EMBED. MIN. 32" OC MAX. 1/2 GYP. WL. BID_
WOOD BASE l - WOOD BASE WOOD BASE
-- i -
��
__7
a 2 THICK, 2 COAT CEMENT a 2"THICK, 2 COAT GEMENT
a
�, It v PLASTER APPL IED
I PLASTER APPLIED
a DIRECTLY TO MASONRY , . a� DIRECTLY TO M S �. I '
A ONRY a 4
a ,
1 -STORY GABLE
1-S'�1'0_RY 1 -STORY GABLE W VAULT CCG.
� BLOCK BALL
SCALE: 3/4`=I'-0" 1A BLOCK WALLBLOCK WALL
SCALE: 3/4" =1'-0" tT--)
SCALE: 3/4`=I'-0"
2x4: ® 2X4: ® 2X4: CEU
SECURE TO k31_0CK W/ SECURE TO 5LOCK W/ 3�6' SI=CURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN PIN
TAPCON5 OR DRIVE (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 HANK VE
AIN. HEAD SIZE .300 MIN. HEAD 51ZE .300 CAIN. MIN. 1-S6 AD SIZE .14
MIN. EMBEDMENT 1 Y4') AIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT 1 0
WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 WITHIN S' OP EACH END
18' O.C. MAX SPACING. 18' O.C. MAX SPACING, 18' O.G. MAX SPACING.
8' CMU 2X6: � 2X5,: ® 2X6:
),' DRYWALL SECURE TO BLOCK W/2 -%r.' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W2-�{6' SECURE TO BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST
1'X41 OR I'X21 P.T. NAILER (MIN.
OR 1ZE .14 PIN THROUGH
OU OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED
Ix4 P.T. OR 5/4'X4' MIN. SECURE (MIN. SHANK ZE .1 0 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BF ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL
THRU FRAME 4 EXTEND I -Y4' MIN. HEAP SIzE 30fD �i(6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 3000 3f6" TAPCON MIN. I -Y4'
INTO BLOCK W/ 31(61 TAPCONS MIN. EMBEpM)=NT 1 Y4') EMBEDMENT INTO {3LOGK. MIN. EMBEDMENT 1 Y4") %" TAPCON MIN. I44' MIN. EMBEDMENT 1,V4')
EMBFDMENT INTO 151-OCIC
OSB OR2" C:Dx OR DRIVE PIN (MIN. SHANK SIZE .145 }�' DRYWALL 8" GMU WITHIN MAX EACH END 4 WITHIN ' OF EACH END 4
8' CMU FM13FpMENT INTO BLOCK. WITHIN 8' OF EACH END 4
18' O.G. MAX SPACING. 18' O.C. MAX SPACING. 8" GNU
P1
TYVEK f3UILDINC-i WFAF MIN. HEAD SIZE .300 2X8: ® ---I "X4' OR I'X2' P.T. NAILER 2X8' f� �' DRYWALL 2X8: !� Ya' DRYWALL
MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2-3ify' SECURE TO BLOCK W/2-316' I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER
FABER BACK O.C. MAXa OF EACH
END 4 18 TAPCONS OR PRIv{r PIN 3(6' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN TAF'CONS OR DRIVE PIN ;{6' o.9k3. X 4" MIN.
O.C. MSPACING (MIN. SHANK SIZE .145 `� POOR CASING (MIN. SHANK SIZE .145
� POOR CASING CHIN. SHANK SIzE .145 �---�.
G ALV D MTL. LAIN MIN. HEAP SIzE 300 DOOR JAMD OR WINDOW MIN. HEAD 91ZE .300 --
x POOR CASING �� MIN_ HEAP .SIzE 300 _,_,— DOOR CASING
MIN. EMBEDMENT 1 Ya) MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW
I/8 TEXTURED —DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 ATTACH To 2X PER ATTACH To 2X PER MIN. EMBEDMENT l Y4') POOR JAMD OR WINDOW
FINISH � WOop ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 ATTACH TO 2X PER
f MANUFACTURES DETAILS. 18' O.C. MAX SPACING. 18' O.G. MAX SPACINCx_ MANUFACTURES DETAILS.
WOOD 1� WEEP SCREED NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
CONSTi�'UCT ION NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIN A5 NEEDED TO PLUMF3 JAM1:3 (DO NOT FXCEED Y4) NOTE: SHIN AS NEEDED TO PLUMB JAMES (PO NOT EXG3=1=p Y4")
` 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
,c WINDOW TO BLOCK +3 4 OR +5 4 WINDOW TO BLOCK +1-15 16"
A SCALE: I"=1'-0' C _ WINDOW ETO1 BLOCK +3" Ci WINDOW TO BLOCK +3-7/16"
SCALE: 1' = I 0 SCALf;. 1 -1 0
a" CMU 2X4: 2X4: ® 2X4: ® 2X4:
CEI
SECURE TO BLOCK W/ 3'16' SECURE TO BLOCK W/ 3�f6' SECURfi TO BLOCK W/ 3��'
TAPCONS OR PRIVF PIN TAPCONS OR DRIVE PW TCUR—P OR PRfF PIN SECURE TO BLoGK W/Y4
I/2 I'Ei<`�URED (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN_ SHANK SIZE _145 TAPCONS OR DRlv1= PIN
(MIN. SHANK SIZE .14F,
FIN 1 c5H MASONRY MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4") MIN. EMBEDMENT I Y4') MIN. FMI3FDMENT 1 Y4")
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH ENP 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH ENP 4 NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
18' O.G. MAX SPACING. 18' O.G. MAX SPACING. BE ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING.
2X6: Inc - THROUGH NON-STRUCTURAL
2X6: ® _
SECURE TO BLOCK W2-31(61 SECURE TO BLOCK W/2-3 ' NOTE: STRUCTURAL 2X MUST 2X6 Vie" TAPCON
FNTMIN* V441 SECURE
BLOCK W/1 -I/4'
TAPCONS OR DRIVE PIN '(6 SECURE TO BLOCK W2 -3,f6'
TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN
CMIN. SHANK SIzE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
W� SCREED
I it -c' "[� MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 8" CMU (NIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED
WEEP S E L MIN. HEAD SIZE 3��D6 TAPCoN MIN. 1-Y4 MIN. HEAD SIZE 300
MIN. EMk3FpMENT 1 Ya°) MIN. EMBEDMENT 1,144') EMBEDMFN7 INTO BLOCK. —Ya' DRYWALL MIN. HEAD 9121; .300 THROUGH NON-STRUCTURAL
�� �� i J �� TO
� r` WITHIN 8' OF EACH END 4 WITHIN 8" OF EACH END 4 MIN. EMBEDMENT 1 Y4") I'X4' OR I'X2' P.T. NAILER MIN EMBEDMENT 1 Y4') 'fr." TAPCON MIN. 1 -Yd'
U WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING. IS' D.G. MAX SPACING. 8' CMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOGfC
8' CMU Y' DRYWALL 18' O.G. MAX SPACING. 2ND 2X SECURE TO 18' O.C. MAX SPACING. 8" CMU
FLOCK CONNECTION
T 2X8: ® Ye' DRYWALL 2X8: ® 2X0; STRUCTURAL MFMt3ER W/(2)12d 2X8:
�I 1\`il SECURE TO BLOCK W2-�if6' I'X4' OR I"X21 P.T. NAILER WITHIN 8' OF EACH END 4 6'
TAPCONS OR DRIVE PIN SECURE TO BLOCK W2 -3Y6' SECURE TO t3LOGK W2-3 k' DRYWALL
1'X4' OR I'X2' P.T. NAILER �f6' SECURE TO BLOCK W/I-1/4
„- , (MIN.
K DRIVE PIN 1 P.T. X 4 MIN. TAPCONS OR DRIVE PIN TO 8" O.G. MAX I'X4' OR 1'X2' P.T. NAILER
SCALE: 1 1/2 - 1 _� (MIN. SHANK SIZE .145 POOR CASING CMIN. SHANK SIZE .145 �_ "I'APGoNS OR DRIVE PIN
MIN. HEAD SIZE 300 DOOR CASING (MIN. SHANK 51ZF .145 —DOOR CASING (MIN. SHANK SIZE .145 --
MIN. HEADSIZE 30O 1' P.T. X 4 MIN.
MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW � DOOR JAMB OR WINDOW MIN. HEAD SIzE 300 MIN. HEAD SIZE .300
ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4) MIN. EMBEDMENT I Y4") POOR JAMB OR WINpoW DOOR CASING
WITHIN S' OF EACH END 4 ATTACH t0 2X PER MIN. EMBEDMENT 1 Y4')
18' O.G. MAX SPACING. MANUFACTURES DETAILS. WITHIN S" OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW
18 D.C. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.G. MAX SPACING. ATTACH TO 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 Y41) NOTE: SHIM A$ NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 4")
DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
B WINDOW TO BLOCK +1-1 Z2" WINDOW TO BLOCK +2 1/4 FWINDOW TO BLOCK +3" - WINDOW TO BLOCK +3 3/4"
y SCALE: 1'4-0" I'-0" 1 1 SCALE: 1' =1'-0"
�A R c H I T E C.r s
Design
Group Inc.
144:1 N. RONALD REAGAN BLVD.
L ONGWOOD, FI_ 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
STT D'pV r& WTzi
TUSCA PLACE
SOUTH
LOT X25
PROJECT#
1`03.00
MO DIMU
>> 2199'
Gd.RAGE SWING:
RIGHT
PAGE:
MONOLITHIC
1- STORY
WALL
SECTIONS
& NOTES
ARCHITECT: .
STATE OF FLORIDA
APF SIO
JAME CANTWEI_I_
AR J`JO 12079 0
DATA; O Q 16 1.0
S C A -LE: 1/412-11-0)?
w
a
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ctl
STT D'pV r& WTzi
TUSCA PLACE
SOUTH
LOT X25
PROJECT#
1`03.00
MO DIMU
>> 2199'
Gd.RAGE SWING:
RIGHT
PAGE:
MONOLITHIC
1- STORY
WALL
SECTIONS
& NOTES
ARCHITECT: .
STATE OF FLORIDA
APF SIO
JAME CANTWEI_I_
AR J`JO 12079 0
DATA; O Q 16 1.0
S C A -LE: 1/412-11-0)?
FIBERGLASS SHINGLES
OVER 4*15 FELT PAPER ON
�
" O.S.k3. SHEATHING OR 2'.
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
PRE — ENG TRUSS
MTL. DRIP EDGE
2x4 SUF.3-5AND
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 GEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER
NOTE: SHEATHING MUST
NOT 3REAK 1'-011 MIN.
FROM 2ND FLR LINE
2x4 CONT. 0 TOP AND
BT. OF FOR TRU55 (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, 5T.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EM1:3ED. STRAP VERIFY
W/ TRUSS PLAN
2"THIGK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2—STORY
FIRST FLOOR
BLOCK SECOND
r��F'LO O R FRAME
SCALE: 3/4"=V -o`
2x STUDS @ 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
" T 4 G 5U5FLOOR C-;LUFD
AND NAILED AS PER
NAILING SCHEDULE
FRE—ENG FLOOR TRU55
SIMPSON HETA-10 EMBED.
STRAP �@ 32" O.G. MAX VERIFY
W/ TRUSS PLAN
"GYPSUM 30ARD OR 2"
HIGH STRENGTH CLG. BOARD
i cz
EE ENERGY CODE FORMS
OR INSULATION R -VALUES.
" GYPSUM 50ARD OR
IIGH STRENGTH CLG.
BOARD
WIST STRAP VERIFY -W/
RUSS PLAN
IINDOW ATTACHMENT AS
'ER MANUFACTURES
PECIFICAT IONS
WINDOW SILL
K STUDS e 10" O.C. MAX W/
—II BATT. INSUL. MIN.
' T 4 G 5UE3FLOOR GLUED
TND NAILED AS PER
AILING SCHEDULE
'RE—ENG FLOOR TRUSS
NSTALL PER MFG. SPECS-)
GYPSUM 30ARD OR 2"
IGH STRENGTH CLG.
BOARD
�ONC. FILLED LINTEL BLK
/ (1) #5 REBAR CONTINUOUS
—4.2 BATT. INSUL.
'RECAST LINTEL
INDOW ATTACHMENT AS
'ER MANUFACTURES
PECIFICATIONS
'RECAST SILL
) *'E� REPAR VERTICALLY
W/ CONC. POUR CELL
Ix2 P.T. FURRING STRIPS
e 10 " O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
FIBERGLASS SHINGLES
OVER 1*IF5 FELT PAPER ON
7/16" O.S.B. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE
2x4 SUB — BAND
ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 41-1011
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/ 8"x0" THRU-BOLTS
v 32" O.C. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 12d's 8" D.G. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ SIMP50N
HTC4 Q 24" O.C. MAX
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
i� O.S.B. SHEATHING OR 2"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
Ya" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER F3ACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER -
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
Fi;;�OM 2ND FLR LINE
2x4 CONT. a TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS f5T
PLATE OF 2ND FLR, BT.
2x4 16 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A) —
EMBED. STRAP VERIFY
W/ TRU55 PLAN
2"THICK, 2 COAT CEMENT
PLASTER APPLIED
D IREGTLY TO MASONRY
2—STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR. FRAME -----
2x
RAIME----"
SCALE: 3/4" = I'-0"
2x STUDS 0 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G 5U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE — ENG FLOOR TRU65
" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) *S REBAR CONTINUOUS
LUC
Cc
2x4 5LOCKING 3ETWEEN
TRUSSES AT FIRST TWO BAYS
4'-0" O.C. CAT SHEATHING
SEAMS)
PRE -ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's e EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
S" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
P OARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS Q 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
:" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE - ENG FLOOR TRU55
( INSTALL PER MFG. SPECS-)
6" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) 15 REBAIR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
e 10 " O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
-'/1(0 "
O.S.B. OR 2GDX
'YVEK BUILDING-� WRA
OAF FR F3ACK
�rALV'D MTL. LATH
'/8" TEXTURED
:IN16H o WOOD
JEEP SGIzEED
all CMU
1/2" TEXTURED
FINISH 'o) MA50NRY
WEEP SCREED
DETAIL Ceb WOOD TO
A LOCK C:O�TNIECTION
5CALE:
A H C H I T€ C T S
des i n
mil l 0 U Inc.
1441 N. RONALD REAGAN BLVD.
L ONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup:com .
AA #: 0003325
O.S.B. SHEATHING OR 2" CDX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE ON SHEET
w
a"THICK, 3 GOAT CEMENT
lr
PLASTER APPLIED TO METAL
LATH OVER 2 LAVERS OF
w
GRADE D BUILDING PAPER
0
'
OR PAPER BACKED LATH
-
OVER AN APPROVED HOUSE
-<{
WRAP
'
2x4 CONT. v TOP AND 3'r. OF—Z
-
-
FLR TRUSS (TOP 2x4
-'=
U
SUPPORTS i PT PLATE OF 2ND
-
O
FLR, BT. 2x4 15 FOR WALL
SHEATHING NAILED)
`q
0
U
.
WEEP SCREED
a.
_
(SEE DETAIL 2A
a a —
EMBED. STRAP VERIFY
—
�
W/ TRUSS PLAN
m
2"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
FLOOR
CONNECTION AT PARALLEL/
PERPENDICULAR PRE— ENG FLOOR TRUSS
SCALE: 3/4"4-0'
2x STUDS 0 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G 5U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE — ENG FLOOR TRU65
" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) *S REBAR CONTINUOUS
LUC
Cc
2x4 5LOCKING 3ETWEEN
TRUSSES AT FIRST TWO BAYS
4'-0" O.C. CAT SHEATHING
SEAMS)
PRE -ENG GABLE TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's e EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
S" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
P OARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS Q 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
:" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE - ENG FLOOR TRU55
( INSTALL PER MFG. SPECS-)
6" GYPSUM BOARD OR
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) 15 REBAIR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
e 10 " O.C.
8" CMU
1/2" GYP. WL. BD.
WOOD BASE
-'/1(0 "
O.S.B. OR 2GDX
'YVEK BUILDING-� WRA
OAF FR F3ACK
�rALV'D MTL. LATH
'/8" TEXTURED
:IN16H o WOOD
JEEP SGIzEED
all CMU
1/2" TEXTURED
FINISH 'o) MA50NRY
WEEP SCREED
DETAIL Ceb WOOD TO
A LOCK C:O�TNIECTION
5CALE:
A H C H I T€ C T S
des i n
mil l 0 U Inc.
1441 N. RONALD REAGAN BLVD.
L ONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup:com .
AA #: 0003325
SUBDIV. & 1-0T:
TUSCA PLACE
SOUTH.
LOT #25--
]PRO-TECT#
1`03.00
MODEL..:
" SWING: GARAGE WING:
RIGHT
PAGE:
MO NO LtT"HIC
2 - S `I' O R -Y-
WALL
SECTIONS
ARCHITECT
STATE OF FLORIDA
APR 1
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TUSCA PLACE
SOUTH.
LOT #25--
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MODEL..:
" SWING: GARAGE WING:
RIGHT
PAGE:
MO NO LtT"HIC
2 - S `I' O R -Y-
WALL
SECTIONS
ARCHITECT
STATE OF FLORIDA
APR 1
LL.
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*NOTE: NAIL SHEATHINC:� TO ALL 2X A5 F ER EXT. SNEATHINC� NAILING, 06 4" O.C. MAX O.C. M,4X IN THE FIELD
PRECAST ,4
2 X 4 (MIN 2 X 3J I-3/16 TAPCON
OR DRIVE PIN (MIN SHANK SIz1=.145
--- (i�
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVF PIN (MIN SHANK 6IZF.145
DBL. TOP PLATE
MIN HEAD 51ZE 300
REINFORCED W/2X4 SPFOR'
DBL. TOP PLATE
NAIL CONT. RAT RUN TO
8' FROM EACH END AND la"
SECURE 2 X RIP TO FIT
MIN EMBEDMENT I I/4')
MIN EMBEDMENT 1 1/4')
2X4 16 O.C. MAX.
It,
OR DRIVE PIN (MIN SHANK 61ZE.145
W/2-1245 6"-8' D.C. MAX."
8' FROM EACH END AND 18'1
8' FROM EACH END AND 18'
1/16' 05B SHEATHING
MIN EMBEDMENT 1 1/4')
Ps
7/5" TEXTURED FINISH
O.C. MAX. MIN 1-1/4' FMBEDMENTliTA�77
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 4 16' O.C. MAX.
O.G. MAX. MIN 1-1/4' EMBEDMENT
1/16" 0513 SHEATHING
2 X 6 (MIN 2 X 3) 2-3/16 TAPCONN=
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 16' O.G. MAX.
OR DRIVE PIN (MIN SHANK 51ZE.145'
OR DRIVE PIN (MIN SHANK SIZE.145
L
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MIN HEAD SfZE 300
(WHEN OVER 16' IN HIEGHT.)
MIN HEAD SIZE 300
MIN HEAD SIZE 300
SECURE W/2 -12d EACH END
F
U
MIN EMBEDMENT 1 1/4')
MIN EMBFDMENT 1 1/4")
MANUFACTURER'S 5PFC'5.
TAPSECURE OR D4EI'VF PIN
MTL WPW FRAME
8' FROM EACH END AND IS'
2 X 4 (WHEN OVER 16" IN HIEGHT.)
8' FROM EACH END AND IS'
TO EXCEED 1/4'
(MIN. SHANK SIZE .145 MIN.
W
ARCHWAY DETAIL
1/4' TEMPERED MA50NITE
O.C. MAX. MIN 1-1/4' El" iBEDMFNT
HEAD SIZE 300 MIN.
OR DRIVE PIN (MIN SHANK 51ZE.145
GLUE 4 NAIL W/Sd'S $"-12" O.G.
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
MIN EMBEDMENT 1 I/4')
EMBEDMENT 14' W/IN 8"
EA. END NOT TO EXCEED
8' FROM EACH END AND 18'
(WHEN OVER 1(o' IN HEIGHT.)
IF NEEDED.
OR DRIVE PIN (MIN SHANK 51ZE.14r
MIN HEAD 51XE .300
2X4 SOLID BLOCKING
IS' O.C. MAX
5LAB
BT. PLATE
2 X 50LID BLK'G 9 ARCH
MIN EMBEDMENT 1 1/4')
SECURf= TO SHEATHING W/
ARCHWAY DETAIL
q- 16 AND UP
5,ALE, 1/2"=1'-0'
Q
-A
U
SECURE W/2 -12d EACH END
8' FROM EACH END AND 18'
MIN. 2-12d PER BLIC EA. END
ATTACHMENT PER
O.C. MAX. MIN 1- 1/4' EMBEDMENT
"1/16' 051;3 SHEATHING
MANUFACTURER'5 SPEC'5.
CMU WALL
2X4 SOLID
1/2" PLYWOOD
MTL WPW FRAME=
BLOCKING SECURE
TO SHEATHING WITH
Q
OR 1/16' O.S.P.
*NOTE: NO GAP m WDW FRAME
ARCHWAY
DETAIL
MIN, 2-12d PER PLK
EXTERIOR ARCHWAY
TO EXCI=ED 1/4"
1 16" AND UNDER
EA. END
WITH WINDOW
5CALE- I/2"-1'-0'
ARCHWAY DETAIL
A CUTAWAY
DBL. TOP PLATE
2X4 16' O.C. MAX
SECURE 2X4 TO
WOOD W/2 -12d v 6"-S'
O.C. STAGGERED
SECURE 2x4 W/ 2-3,,fr,'
TAPCON$ OR DRIVE
PIN (MIN. SHANK SIZE
.145 MIN. HEAD SIZE
.300 MIN.
EMBEDMENT 14' W/IN
0' EA. END NOT TO
EXCEED 15' O.C.
MAX
2x4 SOLID
BLOCKING SECURE
To SHEATHINGS WITH
MIN. 2-12d PER BLK.
EA. END
EXTERIOR ARCHWAY
SCALE: 1/2`=I'-0"
0 411' 0.5.8.ORy' PLYWOOD SHEATHING
02- "15 BLDG. FFLT
0 24' WIDE 26 CA GALVANIZED MFTAL
FLASHING:
MUST ADD D1910, 36' WIDE AND
AND MU5T BE A MIN 24' WIDE METAL.
FIBERGLASS SHINGLES
PRE -FAB TRU55
1/2' CLG. BOARD 4 TEXT_
5fMP50N SP42X4 D51_TOP PLATE
1w EVERY 1/2" DRYWALL
OTHER STUD 2X4 WOOD STUDS m16' O.C.,
U.N.O. ON TRU55 PLAN
2x4 CONT. STRESS
BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSON SP4 to
32' O.G. MAX
1/2'X9" A.B. 32' O.G.
EMBEDMENT
-
o4.
CONC. 5L A5
2 "5's CONT.
1—STORY
6 INT. BEARING WALL
SCALE: 1/2'4-0"
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, Do NOT
INSTALL CONNECTORS.
PRECAST HEADER(MIN)
--- (i�
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVF PIN (MIN SHANK 6IZF.145
OR DRIVE PIN (MIN SHANK 51ZE.145
REINFORCED W/2X4 SPFOR'
MIN HEAD SIZE; 300
NAIL CONT. RAT RUN TO
8' FROM EACH END AND la"
EXISTING BLK ABY.
D.G. MAX. MIN 1-1/4' EMBEDMENT
MIN EMBEDMENT 1 1/4')
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
It,
OR DRIVE PIN (MIN SHANK 61ZE.145
MIN HEAD SIZE 300
8' FROM EACH END AND 18'
1/16' 05B SHEATHING
MIN EMBEDMENT 1 1/4')
�
lip
8' FROM EACH ENP AND 18'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 4 16' O.C. MAX.
O.G. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER 16' IN HEIGHT.)
L
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
fro' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE -145
OR DRIVE PIN (MIN SHANK SIZE.145
L
�
MIN HEAD SfZE 300
2 X SOLID BLK'G tv ARCH
MIN EMBEDMENT 1 I/4')
MIN HEAD SIZE 300
SECURE W/2 -12d EACH END
8' FROM EACH END AND 18'
U
MIN EMBEDMENT 1 1/4')
O.C. MAX. MIN 1-1/4' FMBEDMENT
MANUFACTURER'S 5PFC'5.
MTL WPW FRAME
8' FROM EACH END AND IS'
'NOTE: NO GAP m WPW FRAME
GLUE 4 NAIL W/8d'5 8'-12' O.C.
TO EXCEED 1/4'
O.C. MAX. MIN 1-1/4' EMBEDMENT
W
ARCHWAY DETAIL
B CUTAWAY
SCALE: 1/2'=1'-0'
2 X a (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD 51ZE 300
1/16' OSS SHEATHING
MIN EMBEDMENT 1 I/4')
2X4 16' D.C. MAX.
8' FROM EACH END AND 18'
(WHEN OVER 1(o' IN HEIGHT.)
O.G. MAX. MIN 1-1/4' EMBEDMENT
ADJACENT TO EACH OTHER
SLEEPER INTO
2X4 SOLIp BLOCKING
5LAB
SECURE TO SHEATHING W/
MIN. 2-12d PFR 5LK FA. END
ARCHWAY DETAIL
q- 16 AND UP
5,ALE, 1/2"=1'-0'
(-��CLOSED VALLEY FLASHING DETAIL
N.T.5.
PRE -ENG TRUSS
DOUBLE TOP PLATE
2x CONTINOU5 5TRE55
BLOCKING MID WALL
2x STUDS v 16' O.C. MAX
a" T 4 G 5UBFLOoR GLUED
AND NAILED AS PER
NAILING SCHEDULE
15T FLOOR $TUD5 TO
2ND FLOOR STUDS
SIMPSON M6TA-36 v 32'
O.G. MAX
PRE -ENCS FLOOR TRU55
DOUBLE TOP PLATE
zx CCNTINOU5 $TRESS
BLOCKING MID WALL
2x STUD5 m 16' O.C. MAX
/2' GYP. WL. 0D.
SECURE 15T. PLATE TO 5LAB
JJ/ �'x9' ANCHOR E30LT W/ 2'
JJA5HER SET IN SIMPSON
-IIGH STRENGTH EPDXY l"
;ME3FD. MIN.
311-11`50N 6P4 IN 32' O.C. MAX
C7_�'NT. 2—STORY L.B. W.
SCALE: 1/2"=1'-0'
ASPHALT SHINGLES OVER
PRE -ENG TRUSSES OR 0 15 FELT ON l/15' 0.58.
CONY. FRAMED RAFTERS PRE -ENG GABLE TRU55
SPF 6TIFFE3ACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING; BETWEEN TRUSSES AT
FIRSTS WO BAYS 4'-0' O.C. (AT SHEATHING
SEAI
a- 0.5.5. SHEATHING OR
CDX PLYWOOD SI=CURED
PER NAILING SCHEDULE/ �— CONT. 2x4 5PF RAT RUN 1
SECURED W/ (2) 12d'e fu EACH
2x4 BLOCKING UN,,,,—/
- TRUSS
WALL STUDS 5CURE (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3)
BETWEEN TRUSS 54YS W/ 12d'e im EACH TRUSS (DIAGONAL
(3) 12d's EACH END X -BRACING TO COVER 5-TRU56E5
2x DOUBLE TOP PLATE" GYPSUM E30ARD OR
STUDS w 16' O.G. HIGH STRENGTH CLG.
NOTE: 15OARD
MT5-12 6 EVER STUD DIAGONAL BRACE, A CENTER OF TRU55 $PAN OR HIGHEST RIDGE.
2X4 BT. PLATE DIAGONAL BRACE TO RE 6 ANY SPAN 15'-0" OR GRATER REFER TO
TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.
0'-0' TO 30'-0" (1) X -BRACE
30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE to CENTER AND (2)
DORMER BRACE DIVIDED EQUALY FROM CENTER TO END
8 ATTACHMENT GABLE X—BRACING
SCALE: 1/2'=1'-0' 5CALE: 1/2'=1'-0"
2x RIDGE ONE SIZE LASER
THAN RAFTER 5IZE
MIN_ (3)]2d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
1x8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS lw EA. TRUSS
RAFTER TO TRU55 MT5-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE -ENG TRU55E5-
PRE-ENG. TRUSS -
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES -
1 CONY. FRAMED R00_F'
SCALE:
0'-0' TO 30'-0" (1) 'X' BRACE
30'-I' TO 60'-0' (3) 'X' BRACE
(1 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER —'
" 15 FELT ON -1/16' 0.5.8.
(2) 2X4 "2 5YP DIAGONAIL BRACE ----�
W/ 3-12d IT EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSE6
2X4 BLOCKING FIRST 2 BAYS
AT SW=ATHING SEAMS
(2) 10d NAILS EA END
TO TRU55
SPF 5TIFF15ACK
(SEE SEALD EN(!2;. PACK FOR
SIZE 4 CONNECTION)
1/16' 055 SHEATHING
USE 8d NAILS AT
4' O.G. EDGE 4 ro' O.G. FIELD
2X4 W/ 3/8' X 5 LAG 032" O.C_ MAX.
OR 6IMP6CN M6TA-24 Q 32' O.C. MAX. i
SHEATHING NAILING TO BE
6"-S" O.C. IN FIELD
4" O.C.mALL EDGE5 W/Sd NAILS
—STORY GABLE END C
SCALE: 1/2'=I'-0"
FIN15H e LANDING
3/4" PLYWOOD F.F.
D5L 2X9
" lll5 UPLIFT
SIMPSOM HT6M20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LfNTEL
r 2350 UPLIFT
(2) 51MP5OM HTSM20
ONE EA. SIDE OF TRU55
OPP0511'E 51PE OF BLOCK
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCON5 TO CONT
-POURED LINTEL
PRE -ENG TRUSS
FdIm'aml
TRU55 24'o.c.
1/2" CLG. 50ARP
2 X 4 (MIN 2 X 3)1-3/lib TAPCON
3-2x12 5YP 5TRINGER DBL 2X12 -�
OR DRIVF PIN (MIN SHANK 6IZF.145
MIN HEAD 51ZE 300
REINFORCED W/2X4 SPFOR'
MIN EMBEDMENT 1 1/4')
NAIL CONT. RAT RUN TO
8' FROM EACH END AND la"
EXISTING BLK ABY.
D.G. MAX. MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/8" TEXTURED FINISH
OR DRIVE PIN (MIN SHANK 61ZE.145
MIN HEAD SIZE 300
PRL TOP PLATE
1/16' 05B SHEATHING
MIN EMBEDMENT 1 1/4')
�
lip
8' FROM EACH ENP AND 18'
Q4
2 X 4 16' O.C. MAX.
O.G. MAX. MIN 1-1/4' EMBEDMENT
(WHEN OVER 16' IN HEIGHT.)
2 X 4 (WHEN OVER 16'
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
fro' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE -145
L
�
MIN HEAD SfZE 300
2 X SOLID BLK'G tv ARCH
MIN EMBEDMENT 1 I/4')
SECURE W/2 -12d EACH END
8' FROM EACH END AND 18'
U
ATTACHMENT PER
O.C. MAX. MIN 1-1/4' FMBEDMENT
MANUFACTURER'S 5PFC'5.
MTL WPW FRAME
1/4' TEMPERZP MASONITE
'NOTE: NO GAP m WPW FRAME
GLUE 4 NAIL W/8d'5 8'-12' O.C.
TO EXCEED 1/4'
IF NEEDED.
W
ARCHWAY DETAIL
B CUTAWAY
SCALE: 1/2'=1'-0'
ASPHALT SHINGLES OVER
PRE -ENG TRUSSES OR 0 15 FELT ON l/15' 0.58.
CONY. FRAMED RAFTERS PRE -ENG GABLE TRU55
SPF 6TIFFE3ACK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
2x4 SPF BLOCKING; BETWEEN TRUSSES AT
FIRSTS WO BAYS 4'-0' O.C. (AT SHEATHING
SEAI
a- 0.5.5. SHEATHING OR
CDX PLYWOOD SI=CURED
PER NAILING SCHEDULE/ �— CONT. 2x4 5PF RAT RUN 1
SECURED W/ (2) 12d'e fu EACH
2x4 BLOCKING UN,,,,—/
- TRUSS
WALL STUDS 5CURE (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3)
BETWEEN TRUSS 54YS W/ 12d'e im EACH TRUSS (DIAGONAL
(3) 12d's EACH END X -BRACING TO COVER 5-TRU56E5
2x DOUBLE TOP PLATE" GYPSUM E30ARD OR
STUDS w 16' O.G. HIGH STRENGTH CLG.
NOTE: 15OARD
MT5-12 6 EVER STUD DIAGONAL BRACE, A CENTER OF TRU55 $PAN OR HIGHEST RIDGE.
2X4 BT. PLATE DIAGONAL BRACE TO RE 6 ANY SPAN 15'-0" OR GRATER REFER TO
TRU55 ENG. FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.
0'-0' TO 30'-0" (1) X -BRACE
30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE to CENTER AND (2)
DORMER BRACE DIVIDED EQUALY FROM CENTER TO END
8 ATTACHMENT GABLE X—BRACING
SCALE: 1/2'=1'-0' 5CALE: 1/2'=1'-0"
2x RIDGE ONE SIZE LASER
THAN RAFTER 5IZE
MIN_ (3)]2d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTERS
1x8 NAILER SECURE TO TRUSSES
BELOW W/
(2) 12d NAILS OR
(3) 10d GUN NAILS lw EA. TRUSS
RAFTER TO TRU55 MT5-12
CREATE VOID FOR STRAP
PENETRATION
ROOF DECKING OVER
PRE -ENG TRU55E5-
PRE-ENG. TRUSS -
ALTERNATE CONNECTION
MSTA-24 RAFTER TO BLK'G
BETWEEN TRUSSES -
1 CONY. FRAMED R00_F'
SCALE:
0'-0' TO 30'-0" (1) 'X' BRACE
30'-I' TO 60'-0' (3) 'X' BRACE
(1 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER —'
" 15 FELT ON -1/16' 0.5.8.
(2) 2X4 "2 5YP DIAGONAIL BRACE ----�
W/ 3-12d IT EA TRUSS ( DIAGONAIL BRACE
TO COVER 5-TRUSSE6
2X4 BLOCKING FIRST 2 BAYS
AT SW=ATHING SEAMS
(2) 10d NAILS EA END
TO TRU55
SPF 5TIFF15ACK
(SEE SEALD EN(!2;. PACK FOR
SIZE 4 CONNECTION)
1/16' 055 SHEATHING
USE 8d NAILS AT
4' O.G. EDGE 4 ro' O.G. FIELD
2X4 W/ 3/8' X 5 LAG 032" O.C_ MAX.
OR 6IMP6CN M6TA-24 Q 32' O.C. MAX. i
SHEATHING NAILING TO BE
6"-S" O.C. IN FIELD
4" O.C.mALL EDGE5 W/Sd NAILS
—STORY GABLE END C
SCALE: 1/2'=I'-0"
FIN15H e LANDING
3/4" PLYWOOD F.F.
D5L 2X9
" lll5 UPLIFT
SIMPSOM HT6M20
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
POURED LfNTEL
r 2350 UPLIFT
(2) 51MP5OM HTSM20
ONE EA. SIDE OF TRU55
OPP0511'E 51PE OF BLOCK
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCON5 TO CONT
-POURED LINTEL
PRE -ENG TRUSS
FdIm'aml
TRU55 24'o.c.
1/2" CLG. 50ARP
CONTINUOUS
BOND BEAM
3-2x12 5YP 5TRINGER DBL 2X12 -�
2X12 TREAD
REINFORCED W/2X4 SPFOR'
NAIL CONT. RAT RUN TO
CUT TO FIT
TRU55 W/ (2) 12d w EA. TRUSS
2X4 SYP RAT ADJACENT
To DIAGONAL BRACl;.
,_ 1X8 RISER
TAP CONS
PRL TOP PLATE
MIN. 2' COVER
\-2'APART
2X4 STUD 16' O.C. MAX.
1 2 I'
z
I 3/4" FL~rWOOD WITH
LANDING DETAIL NAILp -rCOMMONS i "
1 � rI'RUSS ANCHOR RETROFIT
N.T.S.
30" MIN. FINISI=-I
WINDER DETAIL
LESS THAN 4" TYP.
PFTWEEN SPINDLES
NAND FAIL
1/2" E)RYWALL �
1X10 TRIM
T' NOSING TTP.
WINDERS- MIN. (o" WIDE w NARROW END -1 3 S TAIR SECTION DETAILS
MIN. 11" WIDTH 1W 12" FROM NARROW END SCALE: 3/4" =1'-0"
34" MIN_ HANDRAIL NGT_
A H C H I T E 0 T S
Groupnic.Desn
1 441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750 _
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.conm
AA #: 0003325
FINISH a) LANDING PLYWOOD INTO
3/4" PLYWOOD F.F. EACH 5TRINC:;ER
3-2x12 5YP 5TRINGER DBL 2X12 -�
2X12 TREAD
REINFORCED W/2X4 SPFOR'
CUT TO FIT
WICONT. DEAD OF FLOOR JOIST
,_ 1X8 RISER
5U5 -FLOOR ADHESIVE -- _
�
lip
Q4
PL -40o OR 61MILAR )
W
EA HORIZONTAL RUN
L
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SECURE TREADS TO 5TRINGER
d
W/(3)#O 3" DCREW5 1@ EA
U
STRINGER, UNTHREADED 5HANK
TO EXTEND BEYOND THICKNESS
OF SUP -FLOOR 51-1EATHING
W
-
NOTE:
STAIRS RISERS TO CONFORM
TO FF3C 2001
2R+1T=24"-25"
(3) 106 CUT NAILS
3/16" MAX. VARIATION IN RISER5/TREADS
1D 2X4
ADJACENT TO EACH OTHER
SLEEPER INTO
3/8" MAX. VARIATION IN ANY RISER/TREAD
5LAB
HANDRAIL CIRCULAR CRO55 SECTION DIA.
TO 5F 1 3/4" +-1/4" OR f=ROVIDE EaUIVALENT
GRASPADII ITV
o
F-,
�
U
LESS THAN 4" TYP.
PFTWEEN SPINDLES
NAND FAIL
1/2" E)RYWALL �
1X10 TRIM
T' NOSING TTP.
WINDERS- MIN. (o" WIDE w NARROW END -1 3 S TAIR SECTION DETAILS
MIN. 11" WIDTH 1W 12" FROM NARROW END SCALE: 3/4" =1'-0"
34" MIN_ HANDRAIL NGT_
A H C H I T E 0 T S
Groupnic.Desn
1 441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750 _
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.conm
AA #: 0003325
SUBIDIV. & LOT:
TUS
CA PLACE
SOUTH
LOT #25
1703.00
M0DIMILl.
"2199"
GA.RAGI S WINO:
RIGHT
IPAC;E:
MIS C.-
DETAILS-
ARCHITECT.,
._DETAILS-ARCHITECTS
STATE OF FLORIDA
APR I91No
NO 12079
*: 04116:Z10
® : 1/4"=1'_.03)
SIHIMET
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SUBIDIV. & LOT:
TUS
CA PLACE
SOUTH
LOT #25
1703.00
M0DIMILl.
"2199"
GA.RAGI S WINO:
RIGHT
IPAC;E:
MIS C.-
DETAILS-
ARCHITECT.,
._DETAILS-ARCHITECTS
STATE OF FLORIDA
APR I91No
NO 12079
*: 04116:Z10
® : 1/4"=1'_.03)
SIHIMET
D5 orl