HomeMy WebLinkAbout2432 Vineyard CirI
BY:
Application No:
CE1IVED
CITY OF SANFORD
JUN 0 7 2011 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ 1 T7 � 6-0
Job Address: a _3 V ►►'1 eActfdt G r'U f Historic District: Yes ❑ No Ed
Parcel ID: JZ - Iq - SZ -i - oow -() Q I Q Zoning:
Description of Work: F—Y CCS Q SktIYLA 'SF. 2
Plan Review Contact Person s ?-�-r'� Title: O2fM1 yd.
Phone: ��~I •� - rJ 2' r Fax• '�sLAt j - v9'JI$- 719-90f E-mail: ,r -t t a'
Property Owner Information dr'vr\ C.Om
Name -0 • (Z . HOf fiori I I Y c
Street: 553 T Q% Let e b�-�-VO . # (SOO
City, State Zip: Of kQLndQ I C- STI 7 -7 -
Phone:
L -I0-1. %50.52M
Resident of property? :
Contractor Information
Name Svcutn Phone: LAO I LI LOU - 1-2131Q2
Street: 5550 T. 01. Fax: �L LI • L1213
City, State Zip: dr 32-�i 2-2 State License No.: fbc- 1.7-5 Z21 Z•
Arch itectlEngineer Information
Name: �•� • nl E'S�il 1YOU(.� ,InC. Phone: LAO -1 * T19' X071$
street: kLALI1 n R -C) Y -LI `ILff�a1rJ
n hUc�1. Fax: 10-1 • -11 -1. 11�"lg
City, St, Zip: I m � { � _ _ SO -150 E-mail: W�11 QY�des jr�Qrtx�o. Con
Bonding Company: 10'_
Address:
Building Permit X
n
Mortgage Lender: I C�'_
Address:
PERMIT INFORMATION
Square Footage: n2 d, 95 Construction Type:
No. of Dwelling Units: Flood Zone:
Electrical ❑
New Service - No. of AMPS:
Mechanical 13 (Duct layout required for new systems)
No. of Stories:
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
99 � 75699
FORff
:
www. arnorcon. com
CBC1252212
5850 T. Q. LEE BLVD. SUITE 600
ORLANDO, FL. 32822
Te1= (407) 850-5200 Fax= (407) 850-5300
• STATE OF FLORIDA
DESIGN CRITERIA:
PAGE
ABBREVIATIONS
GN—GENERAL
. FLORIDA BUILDING CODE (FBC) 2007 RESIDENTIAL
ABv.
ABOVE
LAV.
LAVATORY
CERTIFIED BUILDING CONTRACTOR:
PLAN
W/2009 SUPPLEMENT
A/C
AIR CONDITIONING
LOM.
LUMINOUS
SCHEDULE—(WEKIWA)
PG
ADJ.
ADJUSTABLE
M.C.
MEDICINE CABINET
—FLOOR PLAN
• 2007 FLORIDA FIRE PREVENTION CODE
ALT,
ALTERNATE
MFR.
MANUFACTURER
D.R. HORTON HOMES
• NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION
BO.
BOARD GE
�.
METAL THRESHOLD
5850 T.G. LEE BLVD. SUITE 800
•ALL LOCAL AND STATE CODES
AB.
CABINET T
MIT).
MIL.
MOUNTED
METAL
FL, 32822
CLO.ORLANDO,
CLR.
CLEAR
O.C.S.
NOT T E
ON CENTER
TEL: (4 0 7) 850-5200
CON
TE
PL
PROPERTY L
DETAILS
PG
CPT.0
CARPCONET
P.B.
PUSH BUTTON
FAX: (407) 850-5300
.00CUPANCY - RESIDENTIAL, GROUP R3
G.T.
D.
CERAMIC TILE
DRYER
PH.
PLT.
PHONE
PLATE
•CONSTRUCTION TYPE �' - VB
DBL.
DOUBLE
PLYWD.
PLYWOOD
Z�
D.G.
DUAL GLAZED
PR.
PAIR
• MIN. INTERIOR FINISH - CLASS B
DIA.
DIAMETER
P.T.
PRESSURE TREATED
• BASIC WIND SPEED - 120 MPH (M/S)
DIM,
DISP.
DIMENSION
DISPOSAL
R.
RAD.
RISER
RADIUS
• 1 -STORY RESIDENCE -
DR
DEEP
RAG.
RETURN AIR GRILL
• STATE OF FLORIDA
• 2 -STORY RESIDENCE - MAX. HEIGHT AS PER
DR.
D.S.
DOOR
DOWNSPOUT
REF.
RM
REFRIGERATOR
ROOM
LOCAL AND STATE CODESDTL.
�o
DETAIL
R.O.
ROUGH OPENING
PROFESSIONAL ARCHITECT :
D.W.
DISHWASHER
S.C.
SOLID CORE EXT DR
SPECIFIC PARAMETERS FROM FBC 2007 CH. 3
EA
[EQ.
EACH
S.D.
SMOKE DETECTOR
USED FOR DESIGN INCLUDE:
EIEV.
ELEVATION
S.H.
SINGLE HUNG
JAMES CANTWELL
EQUAL
SHT.
SHEET
• CONCRETE MASONRY RESIDENTIAL
EXH.
EXHAUST
SHTHG.
SHEATHING
AR NO. 12079
• CONSTRUCTION WOOD FRAME CONSTRUCTION
EXT.
EXTERIOR
SHWR.
SHOWER
• AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05
F.G./FX.
F.G.
FUELGDM S
FUEL GAS
SL.
SL.
AR
SLIIIING
SLIDING
A.B.NC.
.B. DESIGN GROUP
1w.
FLR.
FINISH
FLOOR
SL. GL.
STD.
SLIDING GLASS
STANDARD
S Q . FT . CALC . S
1441 NORTH RONALD REAGAN BLVD.
FLUOR.
FLUORESCENT
SwS
SHEAR WALL
LONGWOOD, FLORIDA 32750
FR. DR.
G.
FRENCH DOOR
FOOTING
h
SECTION
TB EREDGLASSAG�
Tel: 407 774-6078
LAVING 1-153 SQ. FT.
GAR. DISP.
GARBAGE DISPOSAL
TMP.
K.
T.O.C.
SCK
TOP OF CURB
GARAGE 404 $0, FT,
Fax: 4 0 7 7 74 — 40 7 8
}
G.F.I.
GROUND -FAULT CIRCUIT
T.O.P.
TOP OF PLATE
(
ENTRY 35 SQ. FT.
INTERRUPTER
T.O.S.
TOP OF SLAB
GL.
GLASS
TVP.
TYPICAL
L ANA I W 5Q. FT.
GYP. BD.
GYPSUM BOARD
U.N.O.
UNLESS NOTED
H.B.
HOSE BIB
OTHERWISE
TOTAL 2285 SQ. FT.
x C.
HDR.
HOLLOW CORE
HEADER
V.P.
W.
VAPOR PROOF
WASHER
PLAN REVIEW
OFT. GARAGE 213 5Q. FT.
HGT. OR HT
INSUL.
HEIGHT
INSULATION
W/
WD.
WITH
WOOD
DATE
CHECKED BY:
INT.
INTERIOR
WDW.
WINDOW
W/H
WATER BEATER
W.I.
WROUGHT IRON
REVISIONS
REV. DATE DESCRIPTION
1 03/16/11 2011 DISCOVERY REVISIONS COMPLETED
04/15/11 QUALIT`r CONTROL REDLINES
3 05/M/I1 CONTROL DATE
A 05/25/11 NEW MECHANICAL i�'LAN
SHEET #
I�117o M"AR[!�
DESCRIPTION
PG
C1—COVER
PAGE
PG
GN—GENERAL
NOTES
PG
1
—FOUNDATION PLAN
PG
1A—DOWEL
PLAN
PG
113—LINTEL
SCHEDULE—(CAST—CRETE)
PG
1B.1—LINTEL
SCHEDULE—(WEKIWA)
PG
1C—WIND
LOAD CALCULATIONS
PG
2
—FLOOR PLAN
PG
3A—FRONT
& REAR ELEVATION "A"
PG
4A—LEFT
& RIGHT ELEVATION "A"
PG
5A—FRAMING
PLAN ELEVATION "A"
PG
6—ELECTRICAL
PLAN
PG
7—MECHANICAL
PLAN
PG
8—CABINET
LAYOUT
PG
D1—FOUNDATION
DETAILS
PG
D2—MISC.
DETAILS
PG
D3-1—STORY
WALL SECTIONS
PG
D4—MISC.
DETAILS
PG
D5—MISC.
DETAILS
PERMIT #
m
A R C N IT E C TS
.1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SvsDiv. & LOT:
TUSCA PLACE
SOUTH
LOT #4-
PROJECT#
02108.004
MODEL:
"1756"
GARAGE SWING:
LEFT
PAGE:
COVER
PAG E
ARCHITECT: -
STATE OF FLORIDA
14AY 2 "11
CANITWELL
1012079
DATE: 0 5 2 6 11
SCALE: 1/4"-1,-0"
SHEET
C I 03EPJ
4#
F_
W
IL
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.
i
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES 60
VI. DECKS 40
VII. STAIRS AND EXIT WAYS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS 10 (PSF)
C. ROOF LIVE LOADS **
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17
II. CONCRETE TILES 25
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED 120 MPH
II. WIND IMPORTANCE FACTOR (IW) 1.0
III. EXPOSURE CATEGORY B
IV. WIND DIRECTIONALITY FACTOR (KD) 0.85
V. INTERNAL PRESSURE COEFFICIENT (GCPI)
OPEN BUILDINGS 0.00
PARTIALLY ENCLOSED BUILDINGS ±0.55
ENCLOSED BUILDINGS ±0.18
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
SECTION x301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 120 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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'/ -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND
IRRIGATION.
3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.).
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/"
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/".
7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION -
MASONRY
1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE
MASONRY STRUCTURES, ACI 530.1 / 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'/ 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" - Wl 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 3'-0".FRCR506.24(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002)
E. APA- THE ENGINEERED WOOD ASSOCIATION
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, 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. 1/2" CDX
SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A
MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL
UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND
STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER
FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER
REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR
LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN
APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF 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 CPUC.
3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED
OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO
COATS, %" 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 ITEC Ts
•1 N. KVNALU KtAUAN tSLVU
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774,4078
www.abdesigngroup.com
AA #: 0003325
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GENERAL
NOTES
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MAY " 2011
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AR NO 12079
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SCALE: 1/4"=1'-0"
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MIN. 3" COVER
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40'-0'
Fu" UNDATI u""N PLAN
*ENTRY AND LANAI SLABS TO BE POURED AT FINAL
POUR WITH DRIVEWAY
A/C
UNIT SIMPSON WB
SECURE STRAP TO ROLL STRAP
CONC. W/ (2)-3/16"X2" OR EQUAL
TAP -CONS
SECURE STRAP TO
CONC. SLAB UNIT W/ (2) 0axl 1/4
SHT MTL SCREWS
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TO PAD DETAIL
NOTE:
AIG LINES FROM I AIR HANDLER UNIT
TO CONDEN60R TO ISE RAN IN ATTIG.
A R C H ITEC rs
Design
Group ,nc
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bd esi gn gro u p.co m
AA #: 0003325
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bd esi gn gro u p.co m
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GARAGE S1fING:
LEFT
PAGE:
FOUNDATIO
PLAN
ARCHfTECT:
STATE OF FLORIDA
141W12 2�11
AR NO 12079
PRINT
DATE: 05/26/11
SCALE: 1/4''=1'-0"
SHEET -
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A R C N► T E C T
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1441 N. RONALD REAGAN B
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.cor
AA #: 0003325
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LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.a bdesigngrou p.cor
AA #: 0003325
SLJHDIV. & LAT:
TUSCA PLACE
SOUTH
LOT #4 -
PROJECT#
02108.004
MODEL:
"1'756"
GARAGE SWING:
LEFT
PACE:
DOWEL
P LAN
rARCHITECT-
STATE
OF FLORIDA
W 272011
O0
J C L
1279
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DATE: 0 5 /26/11
SCALE:1/4"=l'- 10
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LOT #4 -
PROJECT#
02108.004
MODEL:
"1'756"
GARAGE SWING:
LEFT
PACE:
DOWEL
P LAN
rARCHITECT-
STATE
OF FLORIDA
W 272011
O0
J C L
1279
L
pMUPRINT
DATE: 0 5 /26/11
SCALE:1/4"=l'- 10
SHEET
I A Orl
SAFE
LOAD
TABLES
GRAVITY
FOR GRAVITY,
UPLIFT &
LATERAL LOADS
T1PE
8" PRECAST & PRESTRESSED U -LINTELS
8" PRECAST & PRESTRESSED U -LINTELS
LINTEL
NO.
LENGTH
GRAVITY
GRAVITY
L 1
LATERAL
T1PE
SU8
Wa-
8F12-0 16- 0-
4- 8-9:32-00
VF8-15 8F12-0 W16-� 8F20-1 BF24-0 M28-0 8F32-18
2'-Illi"!34") PRECAST
2302
3166
4413
6039
1526
9004
10472
11936
3166 4413 6039 1526 9004 10412
11936
3'-6' !42') PREGASt
2302
3138
3311
4689
6001
1315
8630
9941
3166 4413 6039 1526 9004 10412
11936
4'-0' (48') PRECAST
2029
2325
2496
3461
4438
5410
6384
1358
2646 4413 6039 1526 9004 10412
11936
4'-6' (541) PRECAST
Ib51
n81
ISM
2651
3403
4149
4896
5644
2110 4021 6039 1526 9004 10412
S665
5'-4' (b4') PRECAST
1184
1223
1301
1809
2311
2826
3336
3846
1665 2889 5051 6096 5400 6424
1450
51-101(10') PRECAST
912
1000
1059
1414
1889
2304
2121
3131
1459 2464 4144 5458 4431 5280
6122
PRECAST931
3665
1253
2101
3263
2146
3358
3911
4585
1255 2101 3396 5260 1134 8995
6890
(W') PRECAST
1b1
1029
1615
2385
1994
2439
2886
3333
1029 1615 2610 3839 559& 6613
5041
9'-4' (112') PRECAST
513
632
1049
1489
1210
1462
1154
2021
168 1212 1818 2544 3469 4030
3171
PRECAST
456
482
802
1125
915
1122
1328
1535
658 1025 1514 2081 2114 3130
2404
11'-4' (136') PRECAST
445
598
935
1365
1854
2355
1193
2015
598 935 1365 1854 2441 3155
4044
12'-0"(144') PRECAST
414
543
864
1254
1689
20114
1510
1818
555 864 1254 1693 2211 2832
3590
IV -4'(1609 PRECAST
362
421
126
1028
1331
1635
1124
1416
485 148 1016 1438 1855 2343
2920
14'-0'(168`) PRECAST
338
381
648
919
1190
1462
1061
1260
455 100 103 1335 1114 2153
2666
14'-8'0769 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
465 168 1310 7045 7610 3185
3165
15'-4' (1B4'J PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
420 b98 1250 1855 2310 2890
3410
Il' -4' (208') PRESTRESSEDNR
N•R•
S01
NR
NR
NR
NR
NR
NR
310 530 950 1400 1800 2200
2600
19'-4' (232') F'REbTRESSEDR
N.R.NR
610
NR
NR
NR
NR
NR
NR
240 400 150 1090 1400 1120
2030
21'-4' (256') PRESTRESSEDNR
N.R.
518
NR
NR
NR
NR
NR
NR
183 330 610 940 1340 1180
2110
2?'-�'1264')PIiESTRESSED
NR
MR
NR
NR
NR
NR
NR
NR
t60 300 510 810 1250 1660
1910
241-01288') PRESTRESSE
N.R.
NR
NR
NR
NR
NR
NR
NR
130 240 410 1201030 1350
1610
8" PRECAST & PRESTRESSED U -LINTELS
-MVW_= Y.4Lur- PT •Dx' M^ QKAL t 4W r r -W., KtI7AK
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
■
LINTEL
NO.
LENGTH
UPLIFT
GRAVITY
L 1
LATERAL
LENGT+t
8-
7-1T
16 -It
20-1T
4-I
?8-1T
8F32 -1t
8U8
8F8
5-2 12-2T 6-7 0-2 4-2 8-7 732-2
2'-10"!34") PRECAST
212'1
2818
41®I
5332
6569
1811
9055
2021
2021
2121 2184 3981 5190 6401 1630 8851
3'-6' (42') PRECAST
2165
2289
3260
4231
5219
6204
1192
1251
1251
2165 4125 5091 6061 1036
4'-0'(40') PRECAST
1618
1989
2832
3680
4532
5381
6245
938
938
018 1925 2150 3583 4422 5264 6110
4'4' (54') PRECAST
1660
1162
2501
3251
4010
4161
5525
6'-8' (80") PRECAST
121
1660 1105 2435 3111 3913 4658 5406
1?1
5'-4' (64')PRECAST
1393+
W84
2110
2141
3315
4010
4648
505
5(45
1393 1431 2050 2610 3293 3920 4549
5'-10'C10') PRECAST
1212'
1351
IS30
2505
3004
3665
4241
418
418
1212 1315 1815 2441 3010 35Q3 4151
(18') PRECAST
1141•
1200
1133
2250
2169
3290
3812
701
88-1
1141 1182 1684 7192 2103 3216 3132
�'-6' C90')PREGAST
959+
912
1415
1914
2354
2191
3740
I:r
651
990 1029 1466 1901 2351 2191 3248
591
9'-4' (112') PRECAST
801'
612
980
1269
1560
1852
2144
454
30
801 155 1192 1550 191® 2211 2634
10'-6'1126') PRECAST
116'
498
193
1071
1761
1496
1131
396
493
116 611 1039 1389 nII 2034 2358
il'-4' (13(p') PRECAST
66(-+
439
69b
899 11104
1309
515
363556
666 535 905 1295 1595 1896 2198
12'-0"(144') PRECAST
601'
400
631
816
1001
1186
1312
340
494
631 486 S18 1709 1514 1199 2086
PRECAST
5+
00
340
532
686
641
991
1153
302
398
513 409 row 1004 1361 1631 1891
PRECAST
458+
316
493
635
118
922
1065
286
360
548 318 629 977 1754 1561 1816
14'-8' 1116') PISTRES9ED
243
795
459
591
124
851
990
NR
351
243 352 582 857 1156 1491 1142
15'-4' (184') PRESTRESSED
228
218
430
553
611
S01
975
N.R.
321
228 329 542 191 1012 1381 1616
IT -4' l2089PRESTRESSED
188
736
361
464
561
610
114
N•R
255
188 216 449 649 814 1121 1389
19'-4' (232') PRESTRESSED
Ib5
201
313
401
490
518
661
N.R.
204
165 239 383 550 136 940 1160
21'-4' (256')F'REStRESSED
145
186
218
356
433
511
590
N.R.
Ill
142 212 336 411 635 801 993
Z2'-O'C2b4')PRESTR SEED
140
180
268
343
40
493
568
N.R.
I61
131 205 322 451 601 ill 941
24'-0'!2889 PRESTRE D
121
165
244
312
380
441
815
N.R.
135
174 186 1 290 1 408 536 & 633
-MVW_= Y.4Lur- PT •Dx' M^ QKAL t 4W r r -W., KtI7AK
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
■
LINTEL
NO.
LENGTH
UPLIFT
GRAVITY
L 1
LATERAL
TYPE
LENGTI-I
TYPE
LENCxTN
d�F3®-I
30-2
_ _ M*14- 8- 8FF22- b-
81 30-®B
Bull
81YR6-5 alert®-iID 8Rl<u-to atPF10-19 eleF22-5 8fiF26-19
8�-ie
4'-4' (52') PRECAST
1489
@891
1821
3053
3412
2982
4982
3954
6412
4929
1941
5904
9416
6880
10818
4'-6' (54') PRECAST
1351
1449
2182
2114
3600
4461
5315
6264
1102 3412 4982 6412 1941 9416
10818
(68') PRECAST
1112
832
1602
1550
2058
2566
3015
3585
185
1153 2162 4014 6412 6516 5814
6639
5'-1(x' 1101) PRECAST
1142
i690
119
1500
1449
1974
2400
2816
3352
135
1103 2051 3811 6412 6516 5480
6411
6'-8' (80") PRECAST
822
901
1611
2933
2516
3223
3812
4522
901 1611 2933 4100 6130 8111
6101
11-6' (90')PREGAST665
2280
161
164
1 1311
1 1311
2252
7329
1958
3609
2451
5492
2944
6624
3439
5132
9'-8' (II6') PRECAST
311
420
1 834
1253
1011
1342
1614
ISBb
535 1 928 1491 21.19 2618 1 3595
1 2815
8" PRECAST W1 2" RECESS DOOR U -LINTELS
04M
LINTEL
NO.
LENGTH
UPLIFT
COMMENTS
L 1
LATERAL
TYPE
LENGTI-I
eRleb_n aqv®-1T aork-tr amnia -IT 601122 -IT am& -1
ORM-2T DR 10-2T 8FP14-2T &FF* -2T 813F22 -2T ON 26-2
d�F3®-I
30-2
SRU 6
ORF -6
4'-4' (52') PRECAST
1244
1513
2413
3760
411?
4961
5875
932
932
1244 1519 2339 3110 4008 4550 5696
4'-6' (54') PRECAST
1197
1501
2311
3121
3931
4156
5511
853
853
1192 1455 2240 3036 3831 4b43 5453
5'-8' C68') PRECAST
924'
1112
1195
2423
3055
3689
4325
501
Slat
924 1137 1141 7351 2918 9603 4230
PRECAST
896+
896
1138
1099
1142
i690
2352
2288
2965
2891
3581
3491
4198
4106
469
469
6'-S' (809 PRECAST
118
882
1513
2042
2513
3101
3642
1100
11S 956 1468 1981 2509 3035 3563
1'-6' (90') PRECAST
688
691
1325
1810
2280
2153
3221
110
941
688 849 1302 1162 2725 2690 3151
9'-8' C116') PRECAST
5
433
808
1173
1413
1104
19
9533+
516
614
533 521 1009 1369 1128 2088 2450
-"WWUGE YAI.Uf_ IDT 1CM FOK GKAP€ 40 Mr -J -P MIDAK
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L-7 `DW
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CV W
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MATERIALS
L— 9
25 -SH
EGRE55
—
25 -SH
EGRE55
CAST -CRETE LINTEL SCHEDULE
I. F'c precast lintels - 3500 psi.
2_ F'c prestressed lintels . 6000 psi.
3. F'c grout - 3000 psi w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength - 1900 psi.
5. Rebar provided in precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 GR40 or GR60.
6. Prestressing strand per ASTM A416 grade
210 low relaxation.
1. 1/32 wire per ASTM A510.
8. Mortar per ASTM C210 type M or S.
GENERAL NOTES
1. Provide full mortar head and bed joints.
2. Shore filled iintals as required.
3. installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels most or exceed L/360 vertical deflection, except lintels ll' -4' and
longer with a nominal height of 8' meet or exceed LAW.
6.5ottom Field added rebar to be located at the bottom of the lintel cavity.
1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchoracea.
8. Gast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units.
S. Safe load ratings based on rational design analysis per ACI 318 and AGI 530
5F1& -05/1T
`n L-12
l�
fi
OF -16-05/1T
SF1(o-15/1T afRF22-05/1T 8F24 -15/1T SF24-05/1T SF28-18/iT
4�A&T=44^45T,e LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L 1
4'-6"
8F16 -05AT
L 2
4146"
8Fib-05AT
L 3
4'-6'
EF16-05AT
2. N.R. Not Rated.
L 4
4'-b"
8RF22-05/iT
L5
11'-4"
V=25-15AT
L to
4'-6"
&F16 -05/1T
<.+: ;.
L 1
4'-6"
6Fi&-05/iT
5. Additional lateral load capacity can be obtained by the designer by providing
L 8
4'-b"
8F16 -05/1T
L 9
4'-b"
8F16-05AT
- Z
L 10
4'-b"
8F16-05AT
6. One *1 rebar may be substituted For two 05 rebars in 6' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
L 11
1'-6'
SF6-1B/1T
V
L 12
(0140'
8F16 -I5/7
L 13
(0'-6'
8F16-IMAT
9. All safe loads in units of pounds per linear foot.
L 14
1'-6'
8F24-IE3AT
OPT. b0b8 _06D
SAFE LOA:) TABLE NOTES
'S REAR AT TOP
MIN. (1) REQ'D
I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled TYPE DESIGNATION
1-1/2' CLEAR
lintels must be reduced by 20% if bearing length is less than
Safe loads for all recessed lintels based on 8' nominal bearing.
2. N.R. Not Rated.
F •FILLED WITH GROUT / U -UNFILLED
•'
-
3. Safe loads are total superimposed allowable load on the section specified.
r QUANTITY OF "5 RE5AR AT
•
<.+: ;.
4. Safe loads based on grade 40 or grade 60 field rebar. I BOTTOM CF LINTEL CAVITY
5. Additional lateral load capacity can be obtained by the designer by providing
+
: ►
GROUT
addional reinforced masonry above the precast lintel.
8 _ /�
- Z
i' •'
6. One *1 rebar may be substituted For two 05 rebars in 6' lintels only.
1. The designer may evaluate concentrated loads from the safe load tables by
/
p
e e
V
05 RESAR AT BOTTOM
OF LINTEL CAVITY
calculating the maximum resisting moment and shear at d -away From the face of support.
S. For composite lintel heights not shown, use safe load from next lower height.
p g gam•
NOMINAL WIDTH -i QUANTITY OF 03
NOMINAL HEICsHt RE5AR AT TOP
BOTTOM REINFORCING
PROVIDED M LINTEL
1-5/8'AGTUAL
9. All safe loads in units of pounds per linear foot.
W
8'
NOMINAL WIDTH
(VARIES)
ARCIiITECTS
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUB13M. 810 LOT:
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004
MODEL -
"1'756"
GARAGE SWING—.
LEFT
PAGE:
LINTEL
SCHEDULE
(CAST -CRETE)
ARCHITECT:
STATE OF FLORIDA
14AY 242011
011
CANTWELL
1012079
DA ET 05/26/11
SCALE: 1/4"=1 — 0"
SHEET
I � � W 0 1 � I � I Mum-)) ma
1
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ell
WE I W
CONCiRETE PfRODUCTS, INC.
P.O. BOX 219 2rEL.L.U100r), FL. 32198
(401) 886-2511
1-800-654-5139 FAX 401-886-0195
L INTEL
NO.
LENGTH
TYPE
COMMENTS
L-1
4'-6'
8/I6 -5-11,1/0L
me
L-2
4'-6'
8/16-6-1U/0L
4'0
L-3
4'-&'
8/16-5-I1J/0L
4Yamot
L-4
414o'
8/22-5-1U/0L
ELEY. "A'4'5' RECE55EP
L-5
100'-4'
8/28-5-11J/1L
01-W
L-6
4'-6'
8/16-5-11U/OL
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L-1
4'-6'
8/16-5-I1J/0L
L-8
4'-6'
8/16-5-I1J/OL
s'o
L-9
4'-6'
8/16-5-I1J/OL
i^
L-10
4'-6'
8/16-5-11U/0L
oft
L-11
-
410
L-12
6'-6"
8/1(o-5-1U/1L
L-13
6'-6"
5116-5-1UAL
L-14
-1'-toll
8/24-6-11J/1L
OPT. 6068 SGD
L—s `)a
1n �
0. BATH
8'-6' CLCD.
I W.I.C.
I
I ---------
BDRM. 3
8'-8" CLCz.
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L— 9
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Types
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8" LINTEL UPLIFT 8" LINTEL GRAVITY
12 LINTEL GRAVITY
B"' LATERAL TABLE
LINTEL SAfE LATERAL LOADS
(FLF)
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12 LINTEL GRAVITY
B"' LATERAL TABLE
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(FLF)
Tre
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8" RECESS DOOR HEADER
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TYPICAL LINTEL 8"x8" SECTION TYPICAL LINTEL 8"x8" RECESSED SECTION
99 CINAL ST
Epi
LEG• l !'%TN6
. ,732' 6Tnaeuro . 4'-m' we
IONAL. 46I3 TYPE DE6IGN,4TiON
E 1401w.; NOMINAL WIDTH/HEIGHT OF LINTCL
^I
b' DARE - 6EE 6CNEDULE PLAIN OR WLID LINTEL
F F
I I'
IIS?
CS/1(0-f'-#U/1*L)
y � }
TYPICAL COMPOSITE LINTEL SECTION `No- OF ADDITIONAL 5 6,483 IN UPPER
TYPICAL LINTEL 12"x8" SECTION OR LOWER LINTELCAvrr
A R C H I T E C T$
OFDesign
.,roup.n.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774078
www.abdesigngroup.-com
AA #: 0003325
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SUBDXV. & LOT:
TUSCA PLACE
SOUTH - -
LOT #4
PROJECT#
02108.004
MODEL
"1'756"
GARAGE 8WII G:
LEFT
]PAGE -
LINTEL
SCHEDULE
( WE KI WA)
ARCHITECT-
STATE OF FLORIDA
MAY /12011
AJf NO 12079 J
DA 05/26/11
sCAT : 1/4"=1' _ 0"
:HEFT
c.,
Od)
CIA
o �o
25-51-1 25 -SH
EGRESS EGRESS
o �'
WIND"' LOAD CALCULATION'.%-;
�D4
COMPONENT AND CLADDNO WIND LOADS
BAW WIND EVOME FOR 3 SECOND OUSTS
CALL #
SQUARE
FOOTAGE
WINDOW 89E
AND TYPE
ZONE120
MPH WIND
REMARKS
1
1�
25 -SH
5
250/-33.1
2
1'l
25-5H
3
1�
25 -SH
5
21.8/ -2(ol
4
20
30(08 DR
4
24.-1/ -26.5
5
112
16'-0 X -1'-0
GARAGE DR.
6
1'l
25 -SH
4
25.1/ -213
'i
1�
25 -SH
4
25.1/ -27.3
8
10
23-5H
5
25.9/-34.(0
S
1*1
25 -SH
4
25.1/ -2-1.3
10
17
25-5H
5
25.1/ -213
11
40
6080 S. .D.
5
23.2/-29.4
OPTIONAL
12
40
6080 S.G.P.
5
22.8/-28.4
13
24
35 -SH
5
22.8/-28.4
14
24
35 -SH
4
24.5/ -26,1
WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
BUILDING CODE, 2001 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN
THE OPENING IS PARTIALLI' LOCATED IN 50TH ZONE 4 AND ZONE 5
WIND PRESSURES ARE BASED ON WIND SPEED=120MPH (3 SECOND GUST)
IMPORTANCE FACTOR =1.0
EXPOSURE CATEGORY =5
MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED 5UILDING
16'-0°
ZONE 1.
p = +21.8 / -26.55
ZONE 4
p = +21.8 / -24.0
PERCENTAGE OF AREA WITHIN ZONE 4:
A,F=11.33+16=0.71 f?
PERCENTAGE OF AREA WITHIN ZONE 5:
A5=4.66+16=0.29 it
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p = 21.8 (0.9) + 21.8 (0.10)
= 19.62 + 2.18
=21.8 psf
AVERAGE NEGATIVE PRESSURE ON GARAGE DOOR:
p = -24.0 (0.71) + - 26.55(0.29)
= -17.05 + (-7.7)
= -24.75 psf
AVERAGE GARAGE DOOR PRESSURE:
p = 21.8 / -24.8
A R C H ITEC TS
A
Design
roup,ne
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 3275D
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SVHDIV. &o LAT:
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004
MODEL:
"1758"
GARAGE STIMG:
LEFT
PACE:
WIND LOAD
CALCULATIONS
ARCHITECT
STATE OF FLORIDA
MAY 2 7,
PRINT
DATE: 05/26_/ll
SCALE: 1/4"=1'-0"
SKEET
I C OFl9
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10'-0" 3'-0" 1-I'-8' 8'-10"
14'-0" 41—QN 1-511 lz 11_8N
25 -SH 25 -SSI
EGRESS EGRESS
. no • •
C • • 3 -SN
LAv. LAv. _0
OWNERS
w 0. BATH SUITE
10 0 8'-8"
= I
W.I.C.
p " �
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r,
p "
� B r
20'-6"
tc (� r GREAT
' ROOM
too (CARPET)
`r
2-6
�6 x6 P.T P05T --�
LANAI
8'-8' CLC;.
6080 S.G.D.
ACTIVE
8'-8"
N
1
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m
V
9'-6' -0"
3'-6' �' 3' iv
N cy
1R- lSi-I ,n
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N� CA Dlrl m (CARPET) cel
41-0' 3'-4" rJ'-4" 4'-4"
1--
BDRM. 2 0 I I
LAUN. � 0_ 1:
CARPET). S' -S' CEG. r - -i O — — — — — - — — —
(TILE) `�` 3 -SN I I • e �- — —
tiI o I s FOYER �N
MT — — 8'-S" CLG. ap Dw, INK
(TILE) r I I 2-
0
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. ri
2 STEEL _ _ _ KITCHEN O
�COND� PIPE n 8'-8' GLC;.
22 54
"x' POLLARD I -8 (TILE)
ATTIC I j 0 l I
L ACCESS J 40 X16p X1011 — J
TRANS. ABV
(ELEv. G)
ENTRY
2—CAR GAR. ELEvGAp
11'-8" CLC. NOOK r
ELEv. "5`= 8'-8" CLG.
4 MCI b (TILE)
4n
'0
+pism<1,
25-SN m
V*�
16'-0" X -'-0' O.N. --------------------LC _________________1p
'-0" 16'-01' 1-0"
20'-0' 61-511-
401-011
1-81140'-0" ,
0
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
5RG.
NOTES:
-DENS ARMOR AT 5ATNROOMS.
-PREFAB SK40WERS/TU56 TO 5E
SET IN TYPE 2 FOAM.
A R C H I T E C T S
1441 N. RONALD REAGAN BU
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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SQ. FT.
CALC•'S
DATE:
LIVING
GARAGE
ENTRY
LANAI
1753 SQ. Ft.
404 50. FT.
35 50. FT.
S3 SQ. FT.
W
SKEET
TOTAL
2285 SQ. FT.
OP'l 9
NOTES:
-DENS ARMOR AT 5ATNROOMS.
-PREFAB SK40WERS/TU56 TO 5E
SET IN TYPE 2 FOAM.
A R C H I T E C T S
1441 N. RONALD REAGAN BU
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
ti
A NO 12079
PRINT
DATE:
05/26/11
SCALE:
W
SKEET
2
OP'l 9
w
D
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O
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O
4
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i!1
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S VHDIV. & IAT:
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004
MODEL.-
)) 1756
ODEL:"1756
GARAGE SVrMG: _
LEFT
PAGE:
FLOOR
PLAN
ARCHITECT -
,TE OF FLORIDA
MAYon I
JAMS CANTWELL
A NO 12079
PRINT
DATE:
05/26/11
SCALE:
1/4"=1'-0"
SKEET
2
OP'l 9
AREA OF ATTIC
= 2491 SQ. FT.
NET FREEE VENTILATION
= 1/300
AREA REQUIRED
REQUIRED VENTILATION AREA
= 2491/300
W
= 8.3 5Q. FT.
= 1195.2 SQ. IN.
MIN. REQUIRED VENTILATION IN
UPPER PORTION OF ATTIC
= .5 X 1195.2
(5,4LANCE TO 5E PROVIDED
IN SOFFIT OR EAVE VENTS)
OFF RIDGE VENTILATION AREA
= 115 5Q. IN. PER VENT
TOTAL * OF VENTS REQUIRED
= (b)
TOTAL * OF VENTS PROVIDED
= (6)
TKEY DETAIL
11-0
8' RAISED SAND TYP. —
I—AN
FI-RONT ELEVATION
TEXTURED FINISH
OFF RIDGE VENT OFF RIDGE VENT
12
5
"EAR 7`1 E V AT I f 0` N
TEXTURED FINISH
O, M'-4 1/2' BLDG. HGT.
6" RAISED RAND TYP.
oL 0'-0" FIN, FLR.
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A R C H IT E C T$
Design
G roup , nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
mmabdesigngroup.com _
AA #: 0003325
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MODEL•
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LEFT
PAGE:
FRONT _8c
REAR
ELEVATIONS
>> A„
ARCHITECT
STATE OF FLORIDA
14AY
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NO 12079
PRINT
DATE: 5 2 6 11
SCALE:
SHEET
3A OF'1 9
AREA OF ATTIC
= 2.491 SQ. FT.
NET FREES VENTILATION
= 1/300
AREA REQUIRED
11
REQUIRED VENTILATION AREA
= 2¢91/300
W
_ 5.3 SQ. FT.
9
= 11952 SQ. IN.
MIN. REQUIRED VENTILATION IN
UPPER PORTION OF ATTIC
= 5 X 1195.2
= 5910
(5,41-ANCE TO BE PROVIDED
IN SOFFIT OR EAVE VENTS)
OFF RIDGE VENTILATION AREA
115 50. IN. PER VENT
TOTAL * OF VENTS REQUIRED
= (6)
TOTAL * OF VENTS PROVIDED
= l(0)
OFF RIDGE VENT
0'-0" FIN, FLR, — — — — —
A,
e
RAISED SAND TYP. -
0'-0" FIN. FLR.—
OFF RIDGE VENT
LEFT ELEVATION
TEXTURED FIN15H
I zz:l
OFF RIDGE VENT
OFF RIDGE VENT
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PRINT
DATE:
�r
CIA
11
SCALE:
1/4" -1' -Ory'
W
II OPT. II II
II�o050 II II
115-�•D• II II
II II II
II II II
II II II
II II II
9
17
R".1GHT ELE ' VATION
TEXTURED FINISH
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RAISED $AND TYP.
OL 0'-0" FIN, FLR.
A R C H! T E C T S
Design
Gro u p , nom.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA # 0003325
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DATE:
05/26
11
SCALE:
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MODEL- -
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GARAGE SIA MG -
LEFT
jr
LEFT &
RIGHT
ELEVATIONS
)> A„
ARCHITECT
STATE OF FLORIDA
14AY
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PRINT
DATE:
05/26
11
SCALE:
1/4" -1' -Ory'
SHEET
4 _.,,A
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9
HEADER SPAN CHART
TO
CONNECTOR SCHEDULE
SINGLE
SIMPSON
SIZE
(Usp)
DES. UPLIFT
GRAVITY FASTNER
>-
META -16 1450
(1) IOd x 1 12 1 -PLY/ (6) lbd 2 -PLY
Z
(2) META -16 1985
(10) 10d x I W I -PLY
Q
Iwo
(14) 164 2 -PLY
V)
Q
HETA-16 1810
(9) 10d x 1 1/2 I -PLY/ (8) I6d 2 -PLY
THDH28-2
14ETA-20 1810
(9) 10d x 1 12 1 -PLY/ (8) I6d 2 -PLY
AT EACH END OF HEADER
(2) HETA-20 2035
2500
(10)104 x 1 1/2 1 -PLY
(12) I644 2 -PLY
Q
MGT + 39b5
(1) 5/8' AT_R IN HIGH STRENGTH EPDXY (MIN. 12' EKED), (22) 104 TO WOOD
(E)
HOT -2 + 10980
03 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06)10d TO WOOD
HGT-3 + 10530
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)104 TO WOOD
LTAI 1420
(12) 10d x I-12'
VGT 4940
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (M 111 12' EMBED), 1161 SDS 1/4' X 3' TO WOOD
(2)VGT(2-PLYf3-PLY) lob/8890
(2l 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (323 SDS 1/4' x 3' TO WOOD
MTS -12 1000
(14) 10d x 1 12
HTS -I6 1150
(16) 10d x 1 12
HTS -20 1450
(24) 10d x 1 12
LSTA-12 ++ 325
(10) lod
d
LSTA-18 ++ 1235
(14) 10d
V)
MSTA-18 ++ 1315
(14) 10d
Q
M8TA-24 +r 1640
(18) 10d
W
MSTA-30 2050
(22) lod
V)
MSTA-36 ++ 2050
(26) 10d
t�
MSTI-36 3800
(36) 10d x 1 12
MSTI-45 5065
(48) 10d x 1 12
Hb 350
(8) 8d TO PLATES, (8) 8d TO STUDS
U
SP4 885
(6) 10d x 1 12' TO STUDS
A33 150
(4) 10d TO BEAM (4) 10d t0 POST.
HCP2 645
(6) 10d x 1-12'
W10 mp
(1-1/2
AESU 44 2200
66b5 11) 5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (12) I6d TO WOO;
h
A�
A15U 66 2300
12000 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., (12A6d TO WOOD
LTTI9 +++ 1340
(l) 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (8A0d TO WOOD
2
TT2 +++ 1625
lU 12' AT -p- IN HIGH STRENGTH rgpoxy, (MIN. 1' M .) N CONC (2)V BOLT TO WOOD
(�
3610
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (18) led x 1 12' TO WOOD
Z
HTT4 4235
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG. (18) 164 x 2 12' TO WOOD
Q4350
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (2b) 10d x 1 12' TO WOOD
HITS 4610
(U 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) 10d TO WOOD
5090
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. EMBED.) IN CONC. ( b) IfpcI x 1 TO D
HHDQII-SDS 2b+ 11445
U 1' ATR N HIGH STRENGTH EPDXY, AN. 10' EMBED.) IN CONC., (24)808 4' x ' WOOD SC
H 1 6480
(1) 1/8' A.D. IN HIGH STRENGTH EPDXY (MIN. 1' EMOED.) IN CONC. (3A' STUD 15OLTS TO WOOD
MBHA 3.56/11?5 3415
5330 (l) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C11111. TOP,
(1)3/4' ATR. N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE,
(18)10d TO BEAM
LJ
C210-3 (WOOD 1810
pLOOR) 10-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU, 1103 10d TO WOOD
3140 (ROOF)
U
HUC41 D (C U) 1810
5085 I0-1/4' x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU 1103 10d TO WOOD
Z
Q
HUC 210-3 1810
4000 ID -114'x 2-3/4' TITEN TO CMU ( 10) 10d t0 WOOD
HIGH StRENIGTH EPDXY - SIMPSCN 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ wHEAE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL N C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS N CONJUNCTION WITH A 23% REDUCTION N THE ALLOWABLE
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
Lu+
MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 15E 1'
O
z
AT.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
MOT 15E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HOG GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZE; PER ASTM -A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE
ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2011' , 'W*14 WIND -RESISTANT CONSTRUCTION
C-HW05-R', T-ANCHORSPEC01, AND ANCHORING 4 FASTENING SYSTEMS" CONCRETE 4 MASONRY CATALOG C-2011.
HEADER SPAN CHART
1 BRACING LEGEND 1
EXTERIOR GABLE TO BE
® BRACED W/2X4 BLOCKING
4'-0" O.C. (1ST 2 BAYS) 4 2x4
SYP 02 X -BRACING. REFER TO
TYPICAL DETAIL 5HT5 FOR
BRACING REQUIREMENTS
FASTEN 2X6 SYP 02 BEVEL
CUT TO TRUSS TOP CHORD
W/106 x 3" NAILS a 6' O.G.
STAGGERED
NOTE:
TRUSSES MARKED W/AN '*" REQUIRE
WEB STIFFENERS FOR PERMANENT
STRUCTURAL RESTRAINT OF
INDIVIDUAL TRUSS MEMBERS. REFER
TO TRUSS MFR'S 51GNED 4 SEALED
DRAWINGS FOR LOCATION, SIZE 4
REQUIRED FASTENERS.
— ::: =DENOTE RAT RUN � 10' 0/C MAX.
HANGERS
TO
BE USED�)
SINGLE
STORY APPLICATION
SIZE
(Usp)
CLEAR SPAN
DBL 2
DBL 2
DBL 2
DBL 2
x (o
x 5
x 10
x 12
UP TO 5'-4'
5'-4" TO ,'-0"
1'-0' TO 10'-0'
I0'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
�
HGUS26-2
SIZE
THDH26-2
CLEAR SPAN
PBL 2
PBL 2
DBL 2
DBL 2
x 6
x S
x 10
x 12
UP TO 5'-0"
5'-0" TO 6'-4"
6'-4" TO W-0'
8'-0" AND OVER
1 BRACING LEGEND 1
EXTERIOR GABLE TO BE
® BRACED W/2X4 BLOCKING
4'-0" O.C. (1ST 2 BAYS) 4 2x4
SYP 02 X -BRACING. REFER TO
TYPICAL DETAIL 5HT5 FOR
BRACING REQUIREMENTS
FASTEN 2X6 SYP 02 BEVEL
CUT TO TRUSS TOP CHORD
W/106 x 3" NAILS a 6' O.G.
STAGGERED
NOTE:
TRUSSES MARKED W/AN '*" REQUIRE
WEB STIFFENERS FOR PERMANENT
STRUCTURAL RESTRAINT OF
INDIVIDUAL TRUSS MEMBERS. REFER
TO TRUSS MFR'S 51GNED 4 SEALED
DRAWINGS FOR LOCATION, SIZE 4
REQUIRED FASTENERS.
— ::: =DENOTE RAT RUN � 10' 0/C MAX.
HANGERS
TO
BE USED�)
61-0"
(Simpson)
or
(Usp)
0
H U S 2 6
4'-11 1/2'1'-��
(A�
HUS26
�
HGUS26-2
THDH26-2
(D
HGUS28-2
3
Q
THDH28-2
Q
HHUS46
AT EACH END OF HEADER
Q
T H D 4 6
Q
SUR/1_26-2
(E)
SKH26R/L-2
* TRUSS WEB BRACE REQUIRED
SEE INDIVIDUAL ENG SHEETS
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
61-0"
U.N.O.
w
4'-11 1/2'1'-��
11 1/2
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
AT EACH END OF HEADER
1
2
3
TYP. 2x12 BM.ZHDR.
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BSI' SIMPSON STRONG -TIE OR EQUAL, U.N.O.
2. TYPICAL HURRICANE 5TRAP5 ARE A5 FOLLOWS, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL BE META -16
* FLOOR JOIST TO MASONRY/CONGRETE SHALL BE HETA-1(o AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
* TRUSS TO WOOD FRAMING SHALL BE MTS -12
3.TRU55 TO TRU55 CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED Bi
TRUSS MANUFACTURER.
'-REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED 1DRAWING5 FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
r5.HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN
(o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3 -I06 GUN NAILS OR 3-126 HAND DRIVES e EA_
END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
HUG410 W/ 15-1/4"X2
3/4' TAPCONS l9
PER FLANGE)
Fvll,AMING PLAN
2X12 TO &X(o POST
(2) M5TA-24
POST TO SLAB
ABU -66
HUC410 W/
18-1/4"X2
3/4'
TAPCONS
(9 PER
FLANGE)
SOUTHERN 05/26/11
A R C N I E C TS
d N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA
#:0003325
SUBDIV. & LOT:
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004
MODEL -
"1756"
GARAGE S:FVM— ':
LEFT
PAGE:
FRAMING -
PLAN
ELEVATION
» A>>
1 DATE: 05/26/111
SCALE:1/4"=l'-O" 1
SHEET
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SUBDIV. & LOT:
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004
MODEL -
"1756"
GARAGE S:FVM— ':
LEFT
PAGE:
FRAMING -
PLAN
ELEVATION
» A>>
1 DATE: 05/26/111
SCALE:1/4"=l'-O" 1
SHEET
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
w
125V OUTLET
20 AMP
SINGLE POLE
/)
110V OUTLET
1600
1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
1 WATER HEATER
i/2 OF OUTLET
1 DISHWASHER
1200
110V OUTLET
WIRED TO
1 DISPOSAL
600
SUBTOTAL OF GENERAL LOAD
9WItGl-I
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD AT 40% 22988 VA x .4
ECUIPED WITH
GROUNDFAULT
TOTAL NET GENERAL LOAD
19188
110V OUTLET
8720
2.5 TON HEAT PUMP#2 21 AMPx 240 VA-
GFI
10 KW ELECTRIC HEAT AT 65%
(TAMPER MEBISTANT
5 KW ELECTRIC HEAT AT 85%
---
NET GENERAL LOAD
4 WIRE
/I�
�WJJjj
220V OUTLET
CONNECTION
UP
EXTERIOR
GROUND
F
0 GI
WATERPROOF
INTERRUPTER
w
OUTLET
SWITCH
SWITCH
3 -WAY OPER.
�t4
SWITCH
4 -WAY OPER.
/1
WALL
MOUNTED
Q
LIGHT
CEILING LIGHT
t
VAPOR
`QJVP
PROOF
LHT
O
r
RECESSED
CAN
e
VENT. FAN
1 CFM PER
SQ. FT.
VENT. FAN
1 CFM PER
W/LIGHT
SQ. FT.
2' LIGHT STRIP
W LIGHT STRIP
4' RECESSED
2-5UL5 WRAP
FLUORESCENT
LIGHT
AROUND
2' FLUORESCENT
4' FLUORESCENT
4' TRACK LIGHT
0
PANEL
~
METER
SMOKE
IBATT. BACK-UP
OS D•
DETECTOR
wr HARDWIRE
INTER -
WALL
BATT. BACK-UP
MOUNTED
w/ HARDWIRE
D.
SMOKS
DETECTOR
GINTER-
D
BATT. BACK-UP
CARBON
W1 HARDWIRE
®S/CO
MONOXIDE/
COINNECTED
SMOKE DETECTOR
SHALL BE A
COMBO
DISTANCE OF NOT
LESS THEN 4'
FROM WALL
PENDANT
L IG HT
NATURAL GAS
4
OUTLET
TELEPHONE
JACK
WATER HEAT.
DISCONNECT
AIR. COND.
A/G
DISCONNECT
0
El
TELEVISION
JACK
CEILING 1507—
REQUIRED TO
BE SUPPORTED
J
O
J -BOX
IN ACCORDANCE
W1 Box MARKED
AS SUCH FOR
INSPECTION
CEILING
FAN/LIGHT
REQUIRED TO
BE SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
AS SUCH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
KP
SECURITY
KEYPAD
PUSH-
FOR
B.
BUTTON
CHIMES
NOTES:
* LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED a HOMEOWNER
PRE -CONSTRUCTION MEETING.
* ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO 13E ARC FAULT PROTECTED
PER NEC 210.12(b)
* 20 AMP DEDICATED LAUNDRY CIRCUIT.
* GFI -I ISLAND (NOT ON KITCHEN CIRCUIT)
* DISHWASHER DISCONNECT TO BE
LOCKOUT IN PANEL
* BATHROOM EXAUST FAN TO HAVE MIN.
CAPAGITY OF 50 CFM INTERMITTENT.(FBG
2001,RESIDENTIAL CODE TABLE M150(o3)
* LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
* WIRING METHOD SHALL BE NON METALLIC
CABLE AS N.E.G. 2008 ARTICLE 300.(15) (2)
* ALL REGEPTACLES TO BE TAMPER-
RESISTANT TYPE
OPT. --- OPT.
COACH COACH
LIGHTS LIGHTS
1'�.'LECTRICAL PLAN
NOTE:
ALL BRANCH CIRCUITS IN THE BEDROOMS ARE
TO BE PROTECTED BY AN ARG -FAULT
INTERRUPTER LISTED TO PROVIDE
PROTECTION OF ENTIRE BRANCH CIRCUIT
POWER COMPANY
TRANSFORMER
GRADE
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEC CODE*D2)
HOUSE PLAN: 1756 MODEL
LOAD INFORMATION
VA
1756 SQFT GENERAL LIGHTING X3 VA PER SQFT
5268
2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA.
3000
1 LAUNDRY CIRCUIT AT
1600
1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
1 WATER HEATER
4600
1 DISHWASHER
1200
1 CLOTHES DRYER
5000
1 DISPOSAL
600
SUBTOTAL OF GENERAL LOAD
32968
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD AT 40% 22988 VA x .4
9188
TOTAL NET GENERAL LOAD
19188
4 TON HEAT PUMP#1 28 AMPx 240 VA-
8720
2.5 TON HEAT PUMP#2 21 AMPx 240 VA-
---
10 KW ELECTRIC HEAT AT 65%
8600
5 KW ELECTRIC HEAT AT 85%
---
NET GENERAL LOAD
19188
NET TOTAL HEAT
13220
TOTAL LOAD
32408
CALCULATED LOAD FOR SERVICE
32408 VA/240 V= 135 AMP
200 AMP SERVICE
NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL HE
ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS.
PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDARY
ELECTRICAL SERVICE. PROVIDE 3 02/0 COPPER (CU) IN
2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0
ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT
UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC
COMPANY. COORDINATE WITH THE ELECTRIC COMPANY
PRIOR TO BID.
PROVIDE 3:01 CU, 1 06 CU GND 2" CONDUIT OR PROVIDE
3 02/0 AL, 1 04 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.)
COMBINATION SERVICE 200 AMP
DISCONNECT SWITCH AND 120/240 VOLT
M ELECTRIC METER IN 1 PHASE
NEMA 3R ENCLOSURE MLO
PANEL
200,4/2
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
GABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
104 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
200 Al IF EL ECTIRICAL= fRl,5EfR
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH APPLICABLE PROVISIONS OF THE 2008
NATIONAL ELECTRICAL CODE, LOCAL CODES, AND ALL LOCAL
POWER COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS
NOTED OTHERWISE.
A R C H IT E C TS
Design
Group inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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GARAGE SWING:
LEFT
PAGE:
ELECTRICAL
P LAN
ARCHITECT
STATE OF FLORIDA
JAM/'T'
ELL
PRINT
DATE: 05/26 11
SCALE: 1/4"=1'-0"
A R C N I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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02108.004
MODEL -
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GARAGE SWMC;:
LEFT
PACE:
MECHANICAL
PLAN
ARCHITECT -
STATE OF FLORIDA
L_�ATKSNC 12A 079 L J
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SCALE: 1/4"=1'-0"
SHEET
7 OFt 9
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A R C N I T E C T S
Design
Grou p inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774078
www.abdesigngroup.com
AA #: 0003325
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IRME V. & LOT:
TUSCA PLACE
SOUTH-
LOT
OUTH-LOT #4
PROJECT#
02108.004
MODEL.-
)) 1756
ODEL:"1'756
GARAGE SWING:
LEFT
PAGE:
CABINET
LAYOUT
ARCHITECT-
STATE OF FLORIDA
D TE: 05/26/11
SCALE: 1/4"=V -0"l
0")
POURED LINTEL CONT. ITYP-)
'•;; 8' CMU FILLED CELL (TYP.)
2X WALL FRAMING
l4))?X1' ANCHOR BOLTS or (4))5'X1'
J -BOLTS MIN. b' EMBEDMENT W/ 2'X2'XI/8'
WASHER AND NUT SPACED EVENLY FROM
FLOOR t0 BOND BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
SOLID POUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
15 BLOCK WALL CONNECTION
(1)+5 REBAR SET IN SIMPSON HIGH
STIIIII EPDXY T' EMBED_ MIN
D
4'• ; F15ERMESH ON 6 -MIL POLY
a •'.; ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
TYP. RETROFIT FOR
OMITTED DOWELS
CAULK AND SEAL
GAS LINE
I }' PVC SLEEVE FOR GAS LINE
9 8` CMU
DRYWALL
WDOD BASE
4.
00,
. e e
••
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 8' HOOK
GROUTED BOND BEAM
Yr
GAS LINE THRU BLOCK 1
SCALE: 1'=I'-0'
05/26/11
";';"AR
2 -ST
(-STORY
(3) 45 REBAR ON CHAIRS
(1) 85 RE5AR VERTICALLY W/ GONG.
POUR CELL
R-42 INSULATION
�a
TEXTURED FINISH
TEXTURED FINISH
(1) 45 REBAR VERTICALLY W/ CONC.
POUR CELL
D
1/2' GYP. WL BD.
OF'l
R-11 INSULATION MIN.
R-11 INSULATION MIN.
R-42 INSULATION
TO HORIZATIONAL
STUDS 16' O.G. MAX
STUDS lb' O.G. MAX
I "••.e
h ETHYLENE VAPOR BARRIER ON
•' `
1/2' GYP. WL. BD.
1/2, GYP. WL. BD.
ETEXTURED FINISH
0.
SECURE BT. PLATE TO BLK W/ }'
SECUIWS Bt. PLATE TO BLAB W/ }'
SECURE BT. PLATE TO SLAB WJ 10dCUT
WOOD 154
WOOD BASE
CMU
A
Z
ANCHOR BOLT W/ ?' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
ANCHOR BOLT W/ ?' UJ4914ER SET M
SIMPSON HIGH STRENGTH EPDXY '1'
NAILS/ MASONRY NAIL 32' O.G.
EGI.IRE B7_ PLATE TO I5LK W/ }'
SECURE 57. PLATE t0 BLK W/ }`
it 1/2' GTP. WI_ BD.
1:9EMBED.
MIN, i 32' OC MAX.
M SED. MIN. s 32` OC MAX.
MAX
ANCHOR BOLT W/ ?' WASHER SET IN
F� 81MPSON HIGH STRENGTH EPDXY 1'
E ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
;3 O WOOD BASE
141
•
4 ° REBAR W/ B' HOOK
+� Cl EMBED. MIN. A 32' OC MAX.
p EMBED. MIN. 0 32` OG MAX.
(
�
Q
•
4
• . 'e. • i 4
4
E
•
,
4' GONG., REINF. W/ 6'x6' WWM OR
d' GONG. REINF. W/ bk6' WW1 OR
FIBERME8H ON 6 -MIL POLY
4' CCNC, MPF. W/ 6'xb' M0 WWM OR
FIBERMESH ON 6 -MIL POLY
4' CONC, REINF. W/ b'xb' W WLM OR
FIBERME8H ON b -MIL POLY
dp •' . • 'a. • ' 4' COI REINF. W/ 6'xb' °I0 WWM OR
' FIBE1�f IESH ON 6 -MIL POLY
iA •' d A. 4' CONC, REIIVF. W/ b'xb' "� WWM OR
= FIBERNEEH CN b -MIL POLY
FIBEp'1ESH ON b -MIL POLY
ETHYLENE VAPOR BARRIER ONW
ge'4'
ETHYLENE VAPOR BARRIER ON
E WELL -COMPACTED CLEAN TERMITE
i ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED GLEAN TERMITE
� � ETHYLENE VAPOR BARRIER ON
i WELL -COMPACTED GLEAN TERMITE
�� ETHYLENE VAPOR BARRIER ONETHYLENE
WELL -COMPACTED CLEAN TERMITE
VAPOR DARRIER ON
•4 WELL -COMPACTED CLEAN tL7d11TE
WELL -COMPACTED CLEAN TER1" ITE
IgTED FILL
M TREATED FILL
`_% TREATED FILL
M 0 TREATED FILL
TREATED FILL
TREATED FILL
IK
i
I' -d' 43 RESAR ON GHAfI�
(3) f5 REBAR oN CHAIRSii
1'-8'
I -d' (2) •3 REBAR ON CHAIRS
4' 8' 4'
F >(2) (3) REBAR ON CHAIRS
OJ 6' 6' L"t
(2) 05 REBAR ON CHAIRS
°
0 l2) REBAR ON CHAIRS
U
U1.
1 -STORY FOOTING
1 -STORY FOOTING
2 -STORY FOOTING
1 -STORY FOOTING
1 -STORY FOOTING
2 -STORY FOOTING
W BLOCK WALL
AT L. B. W. W UPLIFT
AT L. B. W.2
AT L.B. W. W NO -UPLIFT)
3 W FRAME WALL
3 A W FRAME WALL
1 SCALE: 1/2'-1'-0'
2 SCALE: 1/2'.1'-®'
SCALE: 1/2' =1' -!a'
B SCALE:
WCAL15ivCALE:
1/2' ■ 1' -fli"
0'-0' FIN. R.R.
A . ; •e : '.
(1) ■s REBAR VERTICALLY W/ CONC.
TIE VERTICAL REBAR
. '
•.
POUR CELL
(1) 05 REBAR VERTICALLY
REBAR W/ 8' HOOK
F
W/ CONC. POUR CELL
ti%MIN
8' CMU
m :.
• 4' GONG, REINF. W/ b'xb'
STUDS Ib' O:C. MAX
z 8' CMU
Z CURB HEIGHT VARIES
N0/10 WWM OR FIBERMESH ON
i 4' b -MIL POLY ETHYLENE VAPOR
5 I/1' 9 HEAD OF GARAGE
VARIES WITH SLOPE
b IR' A HEAD OF GARAGE
VARIES WITH SLOPE
i 0.
-Y�
F 0.
-� J 4' CONC, REIPIF. W/ b'xb' •i0 WW"I OR
FIBER SW ON b -MIL POLY
8=
U GLI-'_ANf ETRERMIITE TREATED F LL D
TERMITE
SECURE BT. PLATE TO SLAB W/ }'
SECURE BT. PLATE TO SLAB Wl }'
`"
ETHYLENE VAPOR BARRIER ON
(I) 5 Ee-AR ON CHAIRS
4f ANCHOR BOLT W/ 2' WASHER SET IN
W SIMPSON HIGH STRENGTH EPDXY t'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
EXTENDED SLAB 11/2' CURB FEIGHT VARIES
i0 CURS HEIGHT VARIES
0
eD WELL -COMPACTED CLEAN TERMITE
0
EDGE
Q EMBED. MIN.. 32' OC MAX.
N EMBED. MIP. s 32' OC MAX.
I/2' RECESS FDR SERVICE DR
f 4
TREATED FILL
(�_L_-))THICKEN
UL
'O
SCALE: 1/2'=I'-0'
! 4' a.
a.
4 +
}.••gym •
•
i' r =i.
"
�(
Q • ,
'
Z"- •
}Z•
,e or
}z
e •
•;
e d' GONG, REIPF. W/ b'xb' �'I0 WWM OR
• • • :i.. • • •
r 4' GONG REIPF. W/ 6'x6' •10 WWM OR
FIBERMESH ON b-MfL
� •' ` •
�q e ' 4' GONG, REIPF. W/ b'xb' M0 WWM OR
' FIBERMESH ON 6 -MIL POLY
� d
ap • e 4' CONC, REINF. W/ b'xb' =10 WWM OR
' FIBERMEBH ON b -MIL POLY
� • ' ° l3J 45 REBAR ON CHAIRS
aD ° • " a
'^
FIBERMESH ON 6 -MIL POLY
z W
POLY
Z (v
'4..; . ETHYLENE VAPOR BARRIER ON
ETHYLENE VAPOR BARRIER ON
4
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
ETHYLENE VAPOR BARRIER ON
F WELL -COMPACTED CLEAN TERMITE
WELL -COMPACTED GLEAN TERMITE
; *
' • WELL -COMPACTED GLEAN TERMITE
y .
in U 4' 8' 4' 4' TREATED FILL
in U 4' b' b' 4' TREATED FILL
TREATED FILL
TREATED FILL
4' 4'
WJJM OR
1 -4,
i _8:
05
(2) 03 W15AR ON CHAIRS
(2) 45 RE 5AR ON CHAIRS
0
O 4' b' b' 4'
FIBERMESH ON b-MILxPOLY
(2) *3 REOAR ON CHAIRS
(3) 11 ON CHAIRS
I
in
iq I -8
4' 4' ETHYLENE VAPOR BARRIER ON
M
U
U
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
GARAGE STEP-UP
GARAGE STEP-UP
GARAGE STEP-UP
SLAB AT GARAGE
1 -STORY FOOTING
2 -STORY FOOTING
NON-BEARING
1 -STORY L. B. W.
6 A 2 -STORY L.B.W.
►� SERVICE DOOR
8 AT GARAGE
A AT GARAGE
SCALE: I/2'=1'-0'
6
SCALE: 1/2' =1'-0'
SCALE: 1/2'=1'-0'
1/2' -I' -C'
(1) 83 R95AR VERTICALLY W/ CONC.
POUR CELL
R-42 INSULATION
TEXTURED FINISH
B' CMu
1
RECESS FOR
GARAGE DOOR
r .12' GYP_ LLL BD_
ao WOOD BASE
� �
O
I
GRADE
13 4j
z
4
• ' : 4' CONC., REINF_ W/ 6'xb' +10 WI OR
e • • FfSERMESH ON (P -MIL POLY
1' RECESS FOR
S4.0. TRACK
4' CONC, REINP. W/ b'xb' =I0 WWM OR
III Sk ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
•'
m .
- L FI GONG, REINF. W/ b'Xb' "I0 WW1 OR
E8H ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
FINISH FLDOR
I'-0'
WELL -COMPACTED CLEAN TERMITEFIBERP
4 ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
IY a :
TREAtED FILL
CtED CLEAIJ TERMITE
�LATED
4' TREATED FILL
44 ee
> -�
(1) 5 REBAR ON CHAIRS
FILL
U
••
(3) *3 REBAR ON CHAIRS
[4\1
2'-0' 4' 45 REBAR ON CHAIRS
•' _ °. d
4' b' b'
11_g:
71
2 -STORY FOOTING
CONCRETE PAD
1 O SLAB AT S. G. D.
GARAGE DOOR FOOTING
12 NOT USED
13 W BLOCK WALL
14 NOT USED
9 SCALE:
SCALE= 1'=,'-0'
11 SCALE: 1/2'-1'-0'
SCALE: 1/2' =1'-0'
POURED LINTEL CONT. ITYP-)
'•;; 8' CMU FILLED CELL (TYP.)
2X WALL FRAMING
l4))?X1' ANCHOR BOLTS or (4))5'X1'
J -BOLTS MIN. b' EMBEDMENT W/ 2'X2'XI/8'
WASHER AND NUT SPACED EVENLY FROM
FLOOR t0 BOND BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
SOLID POUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
15 BLOCK WALL CONNECTION
(1)+5 REBAR SET IN SIMPSON HIGH
STIIIII EPDXY T' EMBED_ MIN
D
4'• ; F15ERMESH ON 6 -MIL POLY
a •'.; ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
TYP. RETROFIT FOR
OMITTED DOWELS
CAULK AND SEAL
GAS LINE
I }' PVC SLEEVE FOR GAS LINE
9 8` CMU
DRYWALL
WDOD BASE
4.
00,
. e e
••
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 8' HOOK
GROUTED BOND BEAM
Yr
GAS LINE THRU BLOCK 1
SCALE: 1'=I'-0'
05/26/11
";';"AR
2 -ST
(-STORY
(3) 45 REBAR ON CHAIRS
(1) 85 RE5AR VERTICALLY W/ GONG.
POUR CELL
R-42 INSULATION
�a
SHEET
VARIES PER ELEV.
10
D
1/2' GYP. WL BD.
OF'l
eWOOD
BASE
!u 4' GONG, REINF_ W/ 6'xb' M0 WWM ORIRED
TO HORIZATIONAL
�: FIBER'•IESH ON fp-MIL POLY
FOR INSPECTION'
I "••.e
h ETHYLENE VAPOR BARRIER ON
•' `
•
�•
•'
+a WELL -COMPACTED CLEAN TERMITE
I`'
0 TREATED FILL
n
` . y..
•
0'-0' FIN. FLR.
!! (2) 03 REBAR o I -STORY
Z e ..
:. _ ° ' ' • '
°
(3) S REBAR i 2 -STORY
•
(1) 43 VERT_ DOWEL
LAPPED W/ BOND $FAIN
'• 4
ap b' PVC CHASE THRU FOOTING
TIE VERTICAL RE15AR
• .4 '° • •a • TO HORIZATIONAL
--OUTSIDE RE5AR TO BE
(1) Nb REBAR AT CORNERS
•
4 ° REBAR W/ B' HOOK
moo•+- r e �' . NTINUOUS
Tr• 1 CO
W/ AV LAP MIN.
4 r
�
Q
•
••
' •
• . 'e. • i 4
I -STORY
[41 [4-1,(2)
E
•
8' 015 111 ON CHAIRS
U
en
U
d' : .. °' ; , •
1'_4' 2 -STORY
(3) 43 REBAR ON CHAIRS
?'-1' MIN. LAP
•e
PIPE THROUGH
TYP. REBAR LAP
1 -STORY FOOTING
HORIZONTAL/VERTICAL
REBAR LAP AT FOOTINGp
AT LINTEL CORNERSW
D BLOCK WALL
E REINFORCING
B
SCALE:
CLEANOUT REQUIRED
ALL ]ExTERIO R 1;'_'00 TERS AT F'Il'�IS FI LAB' TO BE M[IN. 12" BELO W TJ7'%,TDIS rrTJRBED S OIL
1
HORIZONTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
SCALE: 1/2'=1'-0'
w R C K! �CT
Grsign
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
05/26/11
GROUTED BOND BEAM
1/4"=1' - 0"
SHEET
VARIES PER ELEV.
10
D
w
OF'l
TIE VERTICAL REBAR
TO HORIZATIONAL
4..
REBAR W/ 8' HOOK
•'
W
VARIES PER ELEv.
p
e •
GROUTED BOND BEAM
V
d
W
�
�
Q
•
••
' •
a
4�° +. 4
�
n
•e
4
L]
CLEANOUT REQUIRED
°
FOR INSPECTION
U
F
e•
h
A
n
° '
°
•
�
0'-0' FIN. R.R.
A . ; •e : '.
•
TIE VERTICAL REBAR
. '
•.
TO HORIZATIONAL
REBAR W/ 8' HOOK
F
HORIZONTAL/VERTICAL
REINFORCING AT
F BEARING CHANGE
SCALE: 1/2'=1'-0'
w R C K! �CT
Grsign
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
StreDiv & I..OT:
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004-
MODEL.-
)) 1756 )2
2108.004MODEL•"1756"
GARAGE SWING-.
LEFT
PAGE-.
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
DATE:
05/26/11
SCALE:
1/4"=1' - 0"
SHEET
D
w
OF'l
9
W
V
W
�
�
Q
�
n
L]
A
U
h
A
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ti%MIN
StreDiv & I..OT:
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004-
MODEL.-
)) 1756 )2
2108.004MODEL•"1756"
GARAGE SWING-.
LEFT
PAGE-.
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
DATE:
05/26/11
SCALE:
1/4"=1' - 0"
SHEET
D
I
OF'l
9
PANEL ANCHOR LINTEL PLATE
3/5' EXPANSION STRIP FREE OF MORTAR
SEALANT
LINTEL
SEALANT TO BE MIN.
0 1/2' DEEP
SEE NOTE
O 10
u EXPANSION STRIP
PANEL ANCHOR
GLASS BLOCK
— — — o NOTE: THIS DIMENSION 15
4 DETERMINED BY THE ANTICIPATED
SEALANT DEFLECTION OF TE STRUCTURAL
MEMBER ABOVE THE GLASS BLOCK.
PANEL REINFORCING 6 EVERY OTHER
3/5"-EXPAN5I0N STRIP-- BED JOINT MUST EXTEND THE
FREE OF MORTAR ENTIRE LENGTH OF THE PANEL 1.3UT
PANEL ANCHOR NOT ACROSS EXPANSION JOINTS
GLASS BLOCK
POSITION (2)1-1/4' 5-4114" EXP. BOLT HEX WASHER HEAD WITH
TWO PER ANCHOR ANTI -CORROSIVE COATING
TIGHT TO SEND OF ANCHOR
AND END OF SLOTTED HOLE
Q TYPE 5 OR N MORTAR
D 1/4" MIN. 1/2" MAX.
PANEL REINFORCING
WALL FRAME SHOWN HERE
FOR ILLUSTRATIVE PURPOSES MORTAR
ONLY. WALL FRAMING CAN BE ASPHALT EMULSION
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
1-3/4' X 20 GAUGE X 24' LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR STYLE CONSTRUCTION PANEL ANCHOR DETAIL
SECURE 2x(o MIN. TO BLK W/ (2))V
ANCHOR BOLT W/ 2' WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 4' EMBED. 2X4 SECURED TO
GABLE END
W/(2)12d*EA UPRIGHT
2X4 SECURED TO
°❑ p GABLE ENG WK2)12d
E @ / 1 9
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
L-30,8
S IDES:BLOCKING
❑ 2X6 GARAGE DOOR BUCK W/ (3) ❑ TRUSS
E
2x4 BLOCKING
)j'X8' J -BOLTS 4' EMBEDMENT MIN. * EA. RAFTER
W/ 2'X2'XYa WASHER AND NUT L-30 EA.
SPACED EVENLY FROM FLOOR TO RAFTER
GARAGE DOOR HDR. IN JOINTS H25 EA.
PRIOR TO FILLING. RAFTER
I -2X6 PT BLOCK * CENTER OF 2x4 RAFTER
DOOR HEADER W/(I) VXS' J -BOLTS A 24' O.G.
4' EMBEDMENT W/ 2'X2"XYW WASHER 2x4
AND NUT FRAMING
❑ (TYP)
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE:
8 NOT USED
4 FRAMED OVERHANG
N.T.S.
2X4 DBL TOP PLATE
2x4 METAL STUD
24' O.G.
1/2" DRY WALL
2X4 16' D.C. MAX
2X4 PT.
BT. PLATE
•- 1/2' AB W/
MIN. 1' EMBEDMENT
2' DIA. WASHER
•';t 32' O.C. MAX
05 REBAR CONT.
(D
WOOD FRAME TO BLK. g -
SCALE: I/2' • 1'-0'
SPARK ARREST
2'-4 1R' PER MANUFACTURER
IX2 PT. TOP OF BOX —
DBL. TOP PLATE
2x4 STUD
Ell
II II
II
TEXTURED FINISH OVER -
PAPER BACK EXP. MET.
LATH. W/ ON 0.5.8.
SHEATHMG OR �" COX
PLYWOOD
PRE. ENG. TRUSS
1 A PLAN 1/2' =1' -0' VIE W
SGALE:
SIMPSON H-5 (MIN.)—
*
MIND* 2x4 TO TRUSS
PRE. ENG. TRUSS
SP4 OR H-5 TOP PLATE TO STUDS
'-0" ABV. 10'-0' LEVEL TO ROOF
)R 2'-0' ABv. HIGHEST RIDGE WITHIN 10'-0'
w
SIMPSON H-5 (MIN.)
* 2X4 TO TRUSS
1 CHIMNEY DETAILS
PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS ® 16' D.C.
MAX
SIMPSON LSTA-12 * EA. JACK
STUD, BOTH SIDES OF
OPENING.
2x STUDS * 16" O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN J' OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY 9 A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 12' O.G. STAGGERED
SP4 OR H5 a TOP AND
BOTTOM PLATES c EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK I' -4'M IN. FROM 2ND
TYP. EXTERIOR WINDOW/ FLR LINE.
r� DOOR OPENING WD FRAMED
SGALE= 1/2'=1' -la'
NAILING SCHE=-[aUL.E-=
ROOF DIAPHRAGM
USE 1/16' O.S.B. OR 1/2" COX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT
SUPPORTED PANEL EDGES AND °8 RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 08 GUN NAILS .s 4' O.G.
EXTERIOR SHEATHING
USE 1/16' O.S.B. OR 1/2' PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C.AT
PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE SUPPORTS. 5EE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL REQUIREMENTS
SIZE
HEAD
LENGTH
DIA.
TENSILE ST
8d
ROUNO MODIFIED
1 1/8'
.113
10,000
OR T
ROUGH OPENNG
UP TO W-0'
10d
ROUNDJ" IODIFIED
2 1/8'
.128
110,000
OR T
W
(toe>
PRECAST L
ROUGH OPENNG
UP TO W-0'
W
PRECAST SILL
Lu
TOP CORD BLOCKING AT 4' 'v
O.C. MAX. IN FIRST 2 FRAMING °
SPACES AT EACH END.zw
d
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER DR TRU85
%9
STAPLE, NAIL 4 TOOL ASSOCIATION .
10113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING o
2 RING DIAMETER OF 0,012 OVER SHANK DIAMETER
3 16 TO 20 RINGS PER INCH
d 0 280 INCH FULL ROUND HEAD DIAMETER _ v
5 2 INCH NAIL LENGTH O 0
ROOF 5HEATHING LA'►'OUT
ANIS END WALL 5R AG INCA BUILDING LENGTH
FOR G,48LE ENP FRAMING
SECURE 2x TO BLOCK
�W/ (2) a" TAPCONS OR
DRIVE PIN
(MIN SHANK 51ZE .145)
(MIN EMBED. I J')
WITHIN 8' OF EACH
END AND 18' O.G. MAX M
SPACING. 'I-
0.6.5.
O.S.B. SHEATHING OR"
'
COX PLYWOOD
2x4 BLOCKS
�-- CMU WALL
6 ARCH WINDOW FRAME A SECTION
SGALE: I/2' = I' -0'
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT * OPENINGS
�8 RING 8HANC GUN NAILS * 4' O.C.
TOP 4 BOTTOM EDGER
°
0
PRE.
TRUE
MT5-
1/16'
2X4
BTM.
PLA'
32 C
PRE—.... ,..-1—
TRUSS
2X4 DBL. TOP PLATE
2X4 STUD 16" O.C.
1/16' 05.8.
1/2' A.B. W/ MIN,
1' EMBEDMENT
LOCATE to' -15'r -ROM ENDS
AND 32" O.G. MAX.
TEXTURED FIN1514
META -16
8' CMU WALL
KNEE WALL DETAIL
2TO BLOCK
SGALE: i/2' ■ 1' -0'
I
2X4X4' SECURE TO TRUSS W/ 3-126
6'-8' O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2 -12d -
SECURE TO BLK W/ META -1b
2'- 0" EXT]
SCALE:
C
+'8 RING SHANK GUN NAILS
* 6' O.G. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (O.S.B. TO BE STRUCTURAL GRADE)
*S 2' DECK SCREWS * 6'-8'
O.G. MAX * EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
'SH" TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHE
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
C
PRE -ENG. TRUSS
DBL. 2X TOP PLATE
2X BLOCKING
TOP OF
1/16" 0.5$.
2X STUDS 16" O.G. MAX.
2X BTM. PLATE
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS
2x4 * TOP
4 BOTTOM CONT.
HEtA-16
BLK WALL
Qj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK,
W/ 1/4' GAP FROM BLK. TO O.S.B.
O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT
PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN
Q REMAINING AREA TO BE 5HEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING * TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
Q5 INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL
TO STUDS
11 EXT. WALL SHEATHING
SCALE:
A R C H I T E C T S
tinc:
G rDesiO u p
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325_
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SLTHDIV. & LOT"
TUSCA PLACE
SOUTH
LOT #4
PROJECT#
02108.004
MODEL-
" 1'756"
GARAGE S WINGI':
LEFT
PAGE:
misc.
DETAILS -
ARCHITECT -
STATE OF FLORIDA
1W
JAMES CANTWELL
/AR NO 12079 -
D TE 05 26 11
SCALE: 1/4
SHEET
D 2 orl 91
FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN 2x4 BLOCKING BETWEEN
OVER *115 FELT PAPER ON TRUSSES AT FIRST TWO 5,41'5 FIBERGLASS SHINGLES TRUSSES AT FIRST TWO 5,41'6
6" O.S.S. SHEATHING OR 2" 4'-0" O.C. (AT SHEATHING OVER '"15 FELT PAPER ON 4'-0" O.C. (AT SHEATHING
CDX PLYWOOD SECURED SEAMS) 16 O.S.B. SHEATHING OR SEAMS)
PER NAILING SCHEDULE CDX PLYWOOD SECURED PRE -ENG GA5LE TRUSS
PRE -ENG GABLE TRUSS PER NAILING SCHEDULE
P.T. 1x2 W/ MTL_ DRIP EDGE 2x4 NAILER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED W/ (2)
FIBERGLASS SHINGLES 2x4 SU5-BAND CONT. 2x4 RAT RUN SECURED 12d's a EACH TRUSS
OVER *115 FELT PAPER ON 2x4 SUB -BAND
ALUM. SOFFIT W/ (2) 12da 's EACH TRUSS TO BE INSTALLED a MID. POINT OF
16" O.6.5. SHEATHING OR STIFFBACK AT ALL UPRIGHTS TO 5E INSTALLED a MID. ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O_G. MAX.
CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE PORINS
PER NAILING SCHEDULE SEALED ENG. FOR SIZE 4 10'-0" O.G. MAX_ UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES.
CONDITION.) SEE ENERGY CODE FORMS HIGH (SEE SEALED ENG. j" GYPSUM BOARD OR
PRE -ENG TRUSS SEE ENERGY CODE FORMS s FOR SIZE CONDITION.)
FOR INSULATION R -VALUES_ Is O.SB. SHEATHING OR FOR INSULATION R -VALUES. " HIGH STRENGTH CLG.
MTL. DRIP EDGE CDX PLYWOOD. ATTACHED 0.6.5. SHEATHING OR 50,4RD
" GYPSUM BOARD OR ? HIGH PER NAILING SCHEDULE ON " GYPSUM 50ARD OR CDX PLYWOOD. ATTACHED 2x4 NAILER
..
2x4 6U5-15AND STRENGTH CLG. 50ARD SHEET D5 HIGH STRENGTH CLG. PER NAILING SCHEDULE ON
BOARD SHEET D5 2x4 a 24" O.C.,w INTERIOR
VENTED ALUM. SOFFIT CONC. FILLED LINTEL BLK '/a" THICK, 3 COAT CEMENT +. CONC. FILLED LINTEL 5LK „ •' KNEE WALL
W/ (1) 05 REBAR CONTINUOUS PLASTER OVER GRADE W/ (1) 05 RE5AR CONTINUOUS �8 THICK, 3 COAT CEMENT
PRECAST LINTEL DII FELT PAPER SACK R-4.2 BATT. INSUL.
PLASTER OVER GRADFELT PAPER BACK DGONE C. FILLED LINTEL 5LK
V'
FELT STRAP VERIFY W/ METAL LATH OVER " W/ (I) 05 RE5AR CONTINUOUS
TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAPPRECAST LINTEL METAL LATH OVER
WINDOW ATTACHMENT AS OR GRADE "DAPPROVED HOUSE WRAP PRECAST LINTEL" FELL WINDOW ATTACHMENT AS OR GRADE "D" FELT
"THICK, 2 COAT CEMENT PER MANUFACTURES PAPER PER MANUFACTURES PAPER PER MANUFACTURES --J\ AS
PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SPECIFICATIONS
DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DE AfEED
PRECAST SILL
SECURE GABLE TO 2x6 P.T. (1) 5 RE5AR VERTICALLY (1) +'S RE5AR VERTICALLY
(1) 05 RE5AR VERTICALLY * SECURE GABLE TO 2x6 P.T.
W/ CONC. POUR CELL PLATE W/ 126's 8" O.G. MAX W/ LONG. POUR CELL PLATE W/ 12d's 8" O_C. MAX W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS
5LK W/ x9 ANCHOR BOLT W/ a I(o O.G. LK W/ J"x95/
" ANCHOR BOLT W/ 'a 1" O.C.
SII CMU 2"WASHER SET IN SIMPSON 8" CMU 2° WASHER SET IN SIMPSON 811
" HIGH STRENGTH EPDXY I" CMU
1/2 GYP. WL. 5D. „ NIGH STRENGTH EPDXY IN
„
EM5ED. MIN. a 32 OC MAX. W GYP. WL. 5D. EMBED. MIN. a 32" OC MAX. 1/2 GYP, WL. 8D.
WOOD SASE WOOD SASE WOOD SASE
"THICK, 2 COAT CEMENT °� • °:"THICK, 2 COAT CEMENT
°4 °•.
4 4 DIRECTLY TO MASONRY ° a
PLASTER APPLIED PLASTER APPLIED
DIRECTLY TO MASONRY I '
R 4 .4 a
A
d +. • ° 4 � •. as •
1- STORY GABLE
1 -STORY 1 -STORY GABLE W/ VAULT CLC.
BLOCK WALL BLOCK WALL
�- SCALE: 3/4"=V-0" 1A BLOCK WALL
SCALE: 3/4'=V-0"1 B SCALE: 3/4'=I' -O'
2X4: ® 2X4: CEO 2X4: CEO
SECURE TO BLOCK W/ ," SECURE TO BLOCK W/ %1 SECURE TO BLOCK W/Y4'
TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 PIN
TAPTAP SHANK SIZECONS OR DRIVE VE
MIN. HEAD SIZE .300 MIN. HEAD 51ZE 300 MIN. HEAD SIZE 300
s .145
MIN. EMBEDMENT 1 Y{) MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 10
WITHIN 8 OF EACH END t WITHIN S' OF EACH END t WITHIN a' OF EACH END t
18' O.C. MAX SPACING. 18" O.C. MAX SPACING. IS' O.G. MAX SPACING.
8 CMU 2Xb: ® 2X5:
C291 2xb: ME]
' DRYWALL SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-34' SECURE
O BLOCK W/1-1/4' NOTE: STRUCTURAL 2X MUST
1'X4' OR 1'X2" P.T. NAILER TAPCONS OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN BE ON OUTSIDE t SECURED
(MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL
Ix4 P.T. OR �/4'X4" MIN. SECURE BE ON OUTSIDE t SECURED (MIN. SHANK SIZE .145
MIN. HEAD SIZE .300 TAPCON MIN. 1 Y4 MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. HEAD 51ZE 300 %' TAPCON MIN. I Y4"
THRU FRAME t EXTEND I Ya
INTO BLOCK W/ %'' TAPCONS
MIN. EMBEDMENT I Y4, MIN. EMBEDMENT I Y4')
) EMBEDMENT INTO BLOCK. %6 TAPCON MIN. 1 Y4 MIN. EMBEDMENT 1 Y4) EMBEDMENT INTO BLOCK.
OR DRIVE PIN
II n WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t
a CMU EMBEDMENT INTO BLOCK. WITHIN a OF EACH END t
1/1(O 0.5.5. OR CDX I8' O.C. MAX SPACING.
(MIN. SHANK SIZE .145 �, DRYWALL 18" O.G. MAX SPACING.
8' CMU 18 O.C. MAX SPACING. 8 CMU
TYVEK BU ILD ING WRAP MIN. HEAD SIZE 300 2x6: ® 1'X4" OR 1X2 P.T.xa: ® 2Xa: ® J�' DRYWALL
MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2 -Ng.' . NAILER SECURE TO BLOCK W/2-%- )V DRYWALL SECURE TO BLOCK W/1-1/4' 1'X4' OR I'X2' P.T. NAILER
PAPER BACK WITHIN a' OF EACH END t 18' TAPCONS OR DRIVE PIN %,' O.S.B. X 4' MIN. TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN )1�' O.S.B. X 4' MIN.
O.G. MAX SPACING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145
I DOOR CASING (MIN. SHANK SIZE .145
GALV D MTL. LATH MIN. HEAD SIZE 300
DOOR CASING WINDOW OR R MIN. HEAD SIZE 300 DOOR CASING
DOOR JAMB DOOR JAMB OR WINDOW MIN. HEAP SIZE 300
„ MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4')
TEXTURED DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER ATTACH TO 2X PER MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW
ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8 OF EACH END t MANUFACTURES DETAILS. WITHIN 8' OF EACH END t ATTACH TO 2X PER
FINISH WOOD MANUFACTURES DETAILS. 18 O.C. MAX SPACING. IS' O.G. MAX SPACING. MANUFACTURES DETAILS.
WOOD WEEP SCREED NOTE: oHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') "
CONSTRUCTION 4 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 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"
z a- WINDOW TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +1-15 16"
N d A SCALE: Val' -0' C SCALE: r.r-0' Ei WINDOW ETQI-BLOCK +3" G WINDQW TOBLOCK
�
BLOcK +3-7/16"
5CAL8" CMU 2x4: ® 2x4: ® 2x4: ® 2x4:
SECURE t0 BLOCK W/ CEO
SECURE TO BLOCK W/ %- SECURE TO BLOCK W/'
TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN SECURE TO BLOCK W/Ya'
1/2" TEXTURED (MIN. SHANK SIZE .145 IMIN SHANK SIZE .145 (TiA1►NC OR PIN TAPCONS OR DRIVE PIN
MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. SHANK SIZE .10
y. FINISH M,480NR1' MIN. EMBEDMENT i Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4'J MIN. HEAD SIZE 300
WITHIN 8 OF EACH END t WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4 J
IS' O.G. MAX SPACING. 18' O.C. MAX SPACING. 15" O.C. MAX SPACING. BE ON OUT5IDE t SECURED ISI' WITHIN
S' OF EACH END t
MAX SPACING.
2x6: ®2X6: THROUGH NON-5TRUGTURAL
2x16: ® 2Xb: ®THROUGH
TAPCON MIN. I Y4' 2Xh:
SECURE TO BLOCK W/2-31(6` SECURE TO BLOCK W/?-%' NOTE: STRUCTURAL ?X MUST 3�
TAPCONS OR DRIVE PIN SECURE TO BLOCK W/2-3(6 EMBEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4'
TAPCON5 OR DRIVE PIN BE ON OUTSIDE t SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
(MIN SHANK SIZE 0 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 a' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE t SECURED
WEEP SCREED
MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 34' TAPCON MIN. i Y4° MIN. HEAD SIZE 300 f�' DRYWALL MIN. HEAD 51ZE 300 THROUGH NON-STRUCTURAL
WOOD
(� MIN. Ei~IBEDMENt 1 Y4') MIN. EMBEDMENT 1 Y4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4') Ix4 OR I x2 P.T. NAILER MIN. EMBEDMENT 1 Y4) ,�, TAPCON MIN. I Y4
DETAIL V d lJ ®D T lJ WITHIN 8' OF EACH END t WITHIN 8' OF EACH END t 3 , '
WITHIN a OF EACH END t EMBEDMENT INTO BLOCK.
18' O.C. MAX SPACING. � � 8 CMU 18" O.C. MAX SPACING. WITHIN 8' OF EACH END t
8 CMU IS O.C. MAX SPACING. �' DRYWALL 2ND 2X SECURE TO 18 O.C. MAX SPACING. a' CMU
2X8 ® ' DRYWALL 2X8` ® 2X8: ® STRUCTURAL MEMBER W/(2)12d DRYWALL
LOCK CONNECTION I X4 OR 1X2 P.T. NAILER WITHIN 6' OF EACH END t ib 2X8:
SECURE TO BLOCK W/?-3�,' SECURE TO BLOCK W/1-31(6' SECURE TO BLOCK W/2-3�6 SECURE TO BLOCK W/I-I/4
TAPCONS OR DRIVE PIN 1'X4' OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MIN. TAPCON5 OR DRIVE PIN TO 8' O.G. MAX TAPCONS OR DRIVE PIN 1'X4' OR I1X2' P.T. NAILER
SCALE: 1 1/2"=1'-0"
(MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145
MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 DOOR CASING (MIN. SHANK SIZE .145 I' P.T. X 4' MIN.
DOOR JAMB OR WINDOW MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y¢) DOOR JAMS OR WINDOW DOOR JAMB OR WINDOW MfN. HEAD SIZE 300
WITHIN 8' OF EACH END t ATTACH TO 2X PER ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4'J MIN. EMBEDMENT 1 Y4') DOOR CASING
IS' O.G. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8 OF EACH END t MANUFACTURES DETAILS. WITHIN a' OF EACH END t ATTACH TO 2X PER WITHIN a' OF EACH END t DOOR JAMB OR WINDOW
18 O.C. MAX SPACING. 18' O.G. MAX SPACING. MANUFACTURES DETAILS. 18' O.C. 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 Ya') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/,2" DOOR JAMB TO BLOCK +2 1/,4 DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
B WINDOW TO BLOCK +1-1 2 D WINDOW TO BLOCK +2 1/4" WINDOW ��lBLOCK +3 WINDOW TO BLOCK +3 3 4"SCALE: NV-0'CALE-I'-0'
A R C H I T E C 77N
4Design
Group,nc
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774.4078
www.abdesigngroup.com
AA #: 0003325
stmn V. & LOT:
TUSCA PLACE
SOUTH
LOT #4 u
PROJECT#
02108.004
MODEL•
"1756"
GARAGE STrMG:
LEFT -
PAGE:
MONOLITHIC
1 -STORY
WALL
SECTIONS
& NOTES
ARCHffECT
STATE OF FLORIDA
1 21240
DATE: 05/26/11
SCALE: 1/4$$=1'-0"
SHEET
D 3 OP-�
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stmn V. & LOT:
TUSCA PLACE
SOUTH
LOT #4 u
PROJECT#
02108.004
MODEL•
"1756"
GARAGE STrMG:
LEFT -
PAGE:
MONOLITHIC
1 -STORY
WALL
SECTIONS
& NOTES
ARCHffECT
STATE OF FLORIDA
1 21240
DATE: 05/26/11
SCALE: 1/4$$=1'-0"
SHEET
D 3 OP-�
FI5ERG�-A55 SHINGLES FIBERGLASS SHINGLES
OVER #15 FELT PAPER ON OVER 015 FELT PAPER ON 2x4 BLOCKING 5ETWEEN
F" 0.6.5. SHEATHING OR 7/16" 0.5.8. SHEATHING OR TRUSSES AT FIRST TWO SAWS
CDX PLYWOOD SECURED CDX PLYWOOD SECURED �'-0" O.C. CAT SHEATHINGY
PER NAILING SCHEDULE PER NAILING SCHEDULE SEAMS)
PRE -ENG TRUSS MTL. DRIP EDGE PRE -ENG GABLE TRUSS
SEE ENERGY CODE FORMS 2x4 SUB-SANDCONT, 2x4 RAT RUN SECURED
MTL. DRIP EDGE FOR INSULATION R -VALUES. ALUM. SOFFIT f/"� W/ (2) 12d's -s EACH TRUSS
2x4 SU5-5AND i" GYPSUM BOARD OR STIFFBACK AT ALL
VENTED ALUM. HIGH STRENGTH CLG. UPRIGHTS OVER 4'-10"
SOFFIT 50ARD HIGH (SEE SEALED ENG.
DOUBLE TOP PLATE TW15T STRAP VERIFY W/ FOR SIZE 4 CONDITION)
TRUSS PLAN SECURE 2x4 PLATE TO SEE ENERGY CODE FORMS
WINDOW HEADER SIZE 3 FOR INSULATION R -VALUES.
VARIES PER WINDOW WALL W/ 8"x(o" THRU-BOLTS
OPENING SEE HEADER
32" D.C. MAX THEN' GYPSUM BOARD OR° SPAN CHART FOR SECURE GABLE TO 2x4
DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d's 8" O.C. MAX HIGH STRENGTH CLCD.
1 1" PER MANUFACTURES OR BOARD
16 0.5.8. SHEATHING OR 2 SPECIFICATIONS
SECURE GABLE TO DBL DOUBLE TOP PLATE
CDX PLYWOOD. TOP PLATE W/ SIMPSON
ATTACHED PER NAILING WINDOW SILL HTC4 a 24" O.C. MAX
SCHEDULE ON SHEET D5, 2x STUDS s 16" O.C. MAX W/ WINDOOW HEADER 51ZE WINDOW ATTACHMENT AS
R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER
THICK 3 COAT CEMENT illOPENING SEE HEADER SPAN SPECIFICATIONS
AND NAILED A
PLASTER OVER GRADE t � G LDSU5AS PER OR GLUED CHART FOR DETAILS WINDOW SILL
"D" FELT PAPER BACK A
D
METAL LATH OVER NAILING SCHEDULE .S.S. 5�-IEAT�-IINC OR
CDX PLYWOOD. 2x STUDS 616" O.C. MAX W/
APPROVED HOUSE WRAPAttr4G1-4ED PER NAILING R-11 BATT. INSUL. MIN.
OR GRADE "D" FELT SCHEDULE ON SHEET DS
PAPER T G SUBFLooR GLUED
INC MUST �/a" THICK, 3 COAT CEMENT AND NAILED A5 PER
NOTE: SHEATHING
NOT BREAK MIN. PLASTER OVER GRADE NAILING SCHEDULE
"D' FELT PAPER SACK
FRoj-1 2ND FLR LINE METAL LATH OVER
2x4 CONT. 's TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP
( INSTALL PER MFG. SPECS.)
ST. OF F�.R TRUSS (TDPOR GRADE "D" FELT
2x4 SUPPORTS 5T 4i " GYPSUM BOARD OR PAPER
PLATE OF 2ND FLR, 5T. HIGH STRENGTH CLG.
2x4 15 FOR WALL 50ARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS
SHEATHING NAILER) CONC. FILLED LINTEL SLK NOT BREAK 1'-0" MIN. (INSTALL PER MFG. SPECS.)
W/ (1) #5 RESAR CONTINUOUS FROM 2ND FLR LINE J' GYPSUM BOARD OR i"
WEEP SCREED • HIGH STRENGTH CLG.
(SEE DETAIL 2A) R-4.2 BATT. INSUL. 2x4 CONT. � TOP AND
PRECAST LINTEL ST. OF FLR TRUSS (TOP BOARD
EMBED. STRAP VERIFY 2x4 SUPPORTS 5T CONC. FILLED LINTEL 5LK
W/ TRUSS PLAN WINDOW ATTACHMENT AS PLATE OF 2ND FLR, 5T.
PER MANUFACTURES 2x4 IS FOR WALL W/ (1) #5 REBAR CONTINUOUS
SPECIFICATIONS SHEATHING NAILER) PRECAST LINTEL
�"THICK, 2 COAT CEMENT PRECAST SILL WINDOW ATTACHMENT AS
PLASTER APPLIED (1) #5 RESAR VERTICALLYWEEP SCREED PER MANUFACTURER
DIRECTLY TO MASONRY W/ CONC. POUR CELL (SEE DETAIL 2A) SPECIFICATIONS
1x2 P.T. FURRING STRIPS PRECAST SILL
2—STORY 's 1&" O.C. EMBED. STRAP VERIFY (1) 115 RE5AR VERTICALLY
FIRST FLOOR
8" CMU W/ TRUSS PLAN W/ CONC. POUR CELL
BLOCK SECOND 1/2 GYP. WL. BD. THICK, 2 COAT CEMENT Ix2 P.T. FURRING STRIPS
WOOD SASE PLASTER APPLIED
FLOOR FRAME DIRECTLY TO MASONRY a" CMU
1 SCALE: 3/4"=V-0" d ° _ 1/2" GYP. WL. BD.
� STORY GABLE WOOD BASE
FIRST FLOOR
4. 4'. 4 BLOCK SECOND
FLOOR FRAME L A
1°
SCALE. 3/4`=I'-0' .
i6 0.5.8. SHEATHING OR CDX
2x STUDS 6 16" O.C. MAX W/ PLYWOOD. ATTACHED PER
R-11 BATT. INSUL. MIN. NAR-11 BATT. INSUL. MIN. NAILING SCHEDULE ON SHEET 2x STUDS oa 16" D.C. MAX W/
D x/16 0.5.5.° o.s.. OR '" CDX
" T 4 G SUBFLOOR GLUED TYVEK BUILDING WRA
AND NAILED A5 PER THICK, 3 COAT CEMENT T 4 G SU5FLOOR GLUED
NAILING SCHEDULE PLASTER APPLIED TO METAL AND NAILED AS PER PAPER BACK
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LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-,4078
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AA #: 0003325
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MODEL:
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GARAGE S VrMG:
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PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT
STATE OF FLORIDA
1JAY 2 "7
NO 12079
DATE: 05/26/11
STC ALE: 1/4"=l'—O"
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PROJECT#
02108.004
MODEL:
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GARAGE S VrMG:
LEFT
PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT
STATE OF FLORIDA
1JAY 2 "7
NO 12079
DATE: 05/26/11
STC ALE: 1/4"=l'—O"
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1441 N. RONALD REAGAN BLVD.
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PH: 407-7746078
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www.abdesigngroup.com
AA #: 0003325
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MODEL•
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GARAGE SWING:
LEFT
PAGE:
misc.
DETAILS
ARCHITECT-
STATE OF FLORIDA
Ivy 2 -lull
JAMW CA ELL
A O 12079
PRINT
DATE: 05/26/11
SCALE: 1/4"=V-0
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