HomeMy WebLinkAbout2601 Vineyard Cir (a)I T Y 0 F A N 0 R D
s P
2009 CITY OF SANFORD
_ BUILDING & FIRE PREVENTION
PERMIT APPLICATION
V
Application No: n Documented Construction Value: $ �t
.lob Address: 2 LDL \ ulll C Y Yl Historic District: Yes ❑ No
Parcel ID: 5 � - ouoo `o Tl 0 Zoning:
Description of Work:Y
Plan Review Contact Person: L�Clle�1� �tY1C1r1L�XY1 Title: Permnl rd.
Phone: LAUR-2 tk)- 57-gq Fax: StAU - ?)UA- �IZ13 L -►nail: do i _
Property Owner Information dr hor rl . COnn
Name -b- Q.- . HOr A -or) I � nC
Phone: �-lu1 �So SZoo
Street: 5253 EQ) . LC e h1-ud . U00 Resident of property?:
City, State Zip: C 60.ndo j p � Jn ZL -
Contractor Information
Name sycuen R- L Phone. LAO UU-
Street: 55o T: Co.. �CC '0'y
CT QFax: I u 0 ?A)q - 92.1 J
City, State Zip: Or kanO IF L- State License No.: C, -f be I Z21
Architect/Engineer Information
Name: PA' 6 . des �q n 01Yoop , l ne - Phone: � 10� • ���1- l�O�lB
street: 1Wy 1 n . Q oral V fXACA n �hkk)d. Fax:
City, St, Zip: lury��d 0 E-mail: L-lAk
Bonding Company: n 1 Q.
Address:
Mortgage Lender:
Address:
F) I Com.
PERMIT INFORMATION
Building Permit 'I
Square Footage: L - m T- ZyOU Construction Type: SFR --No. of Stories:
No. of Dwelling Units: 1 Flood Zone:
Electrical ❑
New Service - No. of AMPS:
Plumbing ❑
New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
-1 R P L A C E M E N T P L A N
40'-0"
LFRAME 8Y OTHERS
20'-0" _L 6,-0" _ 1 _ 14'—O"
r3
cv
a
car
IM
Trusses shown on this layout are a component part of the
building and show truss location.
Proper erection, temporary and permanent
bracing design are the responsibility of the building de—
signer or his engineer . Lateral bracing shown on the in—
dividual truss drawings must be placed during tine
fee,
{ 2t�F.rr"'n7e �Fie erection procedure.
/ JOB NO.:
sT.ArU SOT: BLOC:
ss
ADD RLIS:
•'"vtb.Gi913
SUBDIVISION: ScoaT4
APPROVED TRUSS ANCHOR BY BUILDER
20 MINIMUM TOP and BOFFOM CHORDS
PLUMB CUT OVERHANG
STANDARD HEEL HEIGHT
37-F 10 NONCONCURRENT POUND LOADING
12
J F_7�l /
,Q
1' 0"
UNLESS NOTED
OTHERWISE
SE
8„
BRG.
TYPICAL TRUSS END DETAIL_
ALL HANGERS USP OR SIMPSON HUS26 UNLESS NOTEDI
B
I NOTE:
I
YOUR SIGNATURE WILL ACKNOWLEDGE:
r
1) AUTI-IORIZATION FOR FABRICATION.
I
I
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
S"IRICT ACCORDANCE WITH THIS PLACEMENT FLAN.
I
3) RECEIPT AND USE OF "SCSI -01 Surnmary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING,
INSTALLING & BRACING METAL PLATE CONNECTED
I
WOOD TRUSSES" (TPI).
r
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
I
i
S101ED
r
i
TITLE _
DATE
All spacing is 24" U.C., except as rioted.
All walls shown are bearing, except as noted.
All valleys Calculated with sheathing under.
Number of girder plies to be determined by engineering,
DO NOF CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE.
Labeling trusses is a service, riot a requirerrlent. Engineered
drawings supercede labeling of trusses. It is the responsibility
of the builder to utilize engineered drawings when erecting trusses.
WARNING
REGIION BRACING IS NOT THE RESPONSIBILITY OF IRUSS DESIGNER, PLATE MANUFACTURER,
NOR TRUSS FABRICARDR. PERSONS ERECTING IRUSSES ARE CAUTIONED 70 SEEK
PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED To
PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENr BRACING WHICH
MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE "BCSI—Dl Summary Shoot CUMMEN'TARY
and RECOMMENDA110NS for HANDLING, INSFALLING & BRACING MEFAL PLAIE CONNECIEO
WOOD IRUSSES' (TPI). IRUSSES ARE TO BE ERECIED AND FASIENEO IN A STRAIGHT AND
PLUMB POSITION WHERE NO SIIEAIIIING IS APPBED DIRECTLY IO IIIE TOP CHORDS; II1EY
SMALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN,
BUSSES SHALL BE HANDLED W11H REASONABLE CARE DURING ERECTION FO PREVENT
DAMAGE.
TRUSS COMPANY SUPPLIES ONLY TRUSS 'f0 TRUSS CONNECTIONS.
TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE
CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL
REACTIONS GREATER THAN 50U0 POUNDS, OR SKEWED, NO
HANGER IS SUPPLIED.
CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS,
ASCE7-05 WIND and GRAVITY CRITERIA
Exposure Category : C Bldg Category : 2 Wind Design Velocity : 110U MPH
Imp. Factor : 1.00 Wind Load Duration Factor : 1.33 Mean Roof I leight : Ti 5 ft.
Stephen W. Waller Struct Eng #54395 4922 Dyer Dlvd 'MID, FL 33407 561-848-6646
E
06/18/09 F.0.(new drawin s for Orlando
v
—
I
I
SOUTHERN (561) 848-6646
ffbi� -_ B UIL.DING :'ROD UCTS
��
4922 Dyer Boulevard West Palm Deach, FL 33407
CUSTOMER:
D. HORrTON HOMES
ILI
LOT/BLK/SUED: w
UNIT 19 70 ELEV. A B
SCALE:�DA11:
3 16" 1'-0"
03/ 28/ 09
DRA1YN n't:
1 F�_ E�_- L— I x 11
aRAYlihl�3 NUMBER:
970—Liq
ovm/
2
STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR:
D.R.
HORTON HOMES
5850
T.G.
LEE
BLVD. SUITE 600
ORLANDO,
D.R.N 545E I" IODEL CHANCES
FL,
32822
TEL:
(407)
850-5200
BI).
FAX:
(407)
850-5300
CEILING
CEILING N.T.S. NOT TO SCALE
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD,
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
� Ole] ;r -
www. arnortunt,. com
CBC1252212
DESIGN CRITERIA:
-FLORIDA BUILDING CODE
(FBC) 2007 RESIDENTIAL
ABV.
W/2009 SUPPLEMENT
DESCRIPTION
A/C
I1/3/08
D.R.N 545E I" IODEL CHANCES
ALTERNATE MFR. MANUFACTURER
AMPERAGE MIN. MINIMUM
-2007 FLORIDA FIRE PREVENTION
CODE
ALT.
• NATIONAL ELECTRICAL CODE (NEC) - 2008 EDITION
BI).
-ALL LOCAL AND STATE CODES
CL
CABINET MTL. METAL
CEILING
CEILING N.T.S. NOT TO SCALE
CAB.
PLAN
CLEAR O.C. ON CENTER
CLG.
"A" FRONT & REAR
CONCRETE PL PROPERTY LINE
CLR.
"A" LEFT & RIGHT
CARPET Y.B. PUSH BUTTON
CONC.
PLAN ELEVATION "A" & "B"
PG
CPT.
-OCCUPANCY
- RESIDENTIAL, GROUP R3
C.T.
D.
• CONSTRUCTION TYPE
- VB
DBL.
• MIN. INTERIOR FINISH
- CLASS B
DIA.
• BASIC WIND SPEED
- 120 MPH (M/S)
DIs .
• 1 -STORY RESIDENCE
-
DP.
•2 -STORY RESIDENCE
- MAX. HEIGHT AS PER
R.
p&
LOCAL AND STATE CODES
DTL.
SPECIFIC PARAMETERS FROM FBC 2007 CH. 3
D.W.
EA.
USED FOR DESIGN INCLUDE:
ELEV.
• CONCRETE MASONRY RESIDENTIAL
EQ'
EXH.
*CONSTRUCTION WOOD FRAME
CONSTRUCTION
EXT.
• AMERICAN SOCIETY OF CIVIL
ENGINEERS 7-02
F.G./FX.
.G.
FFIN
SQ.F1m .
(`I �" �v
CALC. S
F R.
ELEVATION S.H. SINGLE HUNG
FLUOR.
L I V INC�
1910 5Q. FT.
FR. DR.
FTC.
GARAGE
400 SQ. FT.
GA.
GAR. DISP.
G.F.I.
ENTRY ELEV. "All s 11811
24 SQ. FT,
FUEL GAS SL. SLIDING
GL.
ENTfP,Y ELEV. llc1l s llpll
101 SQ. FT.
GYP. BD.
FLOOR STD. STANDARD
H.B.
H.C.
FRENCH DOOR SECTION
HDR.
TOTAL ELEV. "A" 4 "I3"
2400 5Q_ FT.
HUP. OR HT
INSUL.
TOTAL ELEV. "C" 4 "D"
2403 SQ, FT.
INT.
FAT IO
35 5Q. FT.
OFT. COV. FATIC
00 5Q. FT.
ABBREVIATIONS
REVISIONS
ABOVE LAV. LAVATORY
DATE
DESCRIPTION
AIR CONDITIONING MUM. LUMINOUS
ADJUSTABLE M.C. MEDICINE CABINET'
I1/3/08
D.R.N 545E I" IODEL CHANCES
ALTERNATE MFR. MANUFACTURER
AMPERAGE MIN. MINIMUM
4/20/09
R L REVISIONS - REMOVE "E"4 `F" ELEVATIONS
PG
PLUtI5-CUT OVERHANCx5, RAISE BRCx. NCxTS. TO
BOARD M.T. METAL THRESHOLD
CENTERLINE MTD. MOUNTED
PG
II II II $ ]� ELEVATIONS
a - r �II ON 11,411LEVATIQNr,,-
CABINET MTL. METAL
CEILING
CEILING N.T.S. NOT TO SCALE
2—FLOOR
PLAN
CLEAR O.C. ON CENTER
3A—ELEVATION
"A" FRONT & REAR
CONCRETE PL PROPERTY LINE
4A—ELEVATION
"A" LEFT & RIGHT
CARPET Y.B. PUSH BUTTON
5AB—TRUSS
PLAN ELEVATION "A" & "B"
PG
6—ELECTRICAL
CERAMIC: TILE PH. PHONE
DRYER PLT. PLATE
D1—FOUNDArI'ION
DETAILS
PG
D2—MISC.
DOUBLE PLYWD. PLYWOOD
DUAL GLAZED PR. PAIR
D3-1—STORY
WALL SECTIONS
PG
D4—MISC.
DIAMETER P.T. PRESSURE TREA'T'ED
DIMENSION R. RISER
D5—MISC.
DETAILS
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 EXTDR
EACH S.D. SMOKE DETECTOR
ELEVATION S.H. SINGLE HUNG
EQUAL SHT. SHEET
EXHAUST SHTHG. SHEATHING
EXTERIOR SHWR. SHOWER
FIXED GLASS SIM. 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-FAUL'I' CIRCUI'I' T.O.P. TOP OF PLATE
INTERRUPTER T.O.S. TOP OF SLAB
GLASS TYP. TYPICAL
GYPSUM BOARD U.N.O. UNLESS NOTED
HOSE BIB OTHERWISE.
HOLLOW CORE V.P. VAPOR PROOF
HEADER W. WASHER
HEIGHT W/ WITH
INSULATION WD. WOOD
INTERIOR WDW. WINDOW
W/H WATER HEATER
W.I. WROUGHT I RON
FERMI
DAYS;
°�� t(,eq
5
-L.ASM—I
OF SANIF
INDEX OF' DRAWINGS
SHEET #
DESCRIPTION
PG
C1—COVER
PAGE
PG
GN— GENERAL NOTES
PG
1—FOUNDATION
PLAN
PG
1A—DOWEL
PLAN
PG
1B—
LINTEL SCHEDULE
PG
1C—WIND
LOAD CALCULATIONS
PG
2—FLOOR
PLAN
PG
3A—ELEVATION
"A" FRONT & REAR
PG
4A—ELEVATION
"A" LEFT & RIGHT
PG
5AB—TRUSS
PLAN ELEVATION "A" & "B"
PG
6—ELECTRICAL
PLAN
PG
D1—FOUNDArI'ION
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 T S
144'1_ N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & InT:
TUS C KA
SOUTH
LOT X45
IPR®JIMCT#
1703.00
M®DIE11=:
"1970„
GARAGE SWING:
LEFT
]PAGIM:
COVER
PAGE
ARCHITECT:
STATE OF FLORIDA
I,y?v v
TWELL
I IVCs 1 M79
DATE: 08/18/09
SCALE: 1/4"=1'-0"
S11EET
C 1 �� � 0
t
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
WIND DIRECTIONALITY FACTOR (KD) 0.85
II.
ATTICS WI STORAGE
20
III.
ATTICS W/OUT STORAGE 10
PARTIALLY ENCLOSED BUILDINGS
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
WIND LOAD CRITERIA
BASIC WIND SPEED
120 MPH
WIND IMPORTANCE FACTOR (IW) 1.0
EXPOSURE CATEGORY B
WIND DIRECTIONALITY FACTOR (KD) 0.85
INTERNAL PRESSURE COEFFICIENT (GCPI)
OPEN BUILDINGS
0.00
PARTIALLY ENCLOSED BUILDINGS
±0.55
ENCLOSED BUILDINGS
±0.18
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 120 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBG 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'/a THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/".
7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION..
MASONRY
1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE
MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN 1/4 INCH AND NOT MORE THAN % 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, AGI 318.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES
AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS
REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 31-0".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 SHALT_ BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/4'
D. BEAMS, COLUMNS:
L PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/z'
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 518" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 112" CDX
SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A
MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL
UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED'/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES
CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE APA RATED 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 L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO 1_1240.
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/a" PVC (SCHEDULE 40), INSULATED WITH'/z" 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 1/2" GYPSUM BOARD. FBCR 311.2.
A R C H I T E C T S
Design
Group in�.
1.442 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUDDIV. & LOT:
TUS C KA
SOUTH
LOT #45
PIR0JECTIF
1703.00
MODEL.:
"1970"
GARAGE SWING:
LEFT
PACE:
GENERAL
NOTES
ARCHITECT:
STATE: OF FLORIDA
6'?/
JAS ANTWELL
DATE: 08/18/09
SCALE: 1/4"=1'-0"
SKEET
GNop.1
L 4"
11 4 sOAK D1
P1 D1
I-0II / -0II
/
FOUNDATION PLAN-ELEVO
----------
A & B
F -
_�a
!_AV. 1142X60 I
TUB 1 1
0
79, F4
— — -_
SHWR
OPT. OWNEDLICS BATH
ELEVATION „c;,,
X27'-9" 1O' -O" 2'-311
2411X24°X12" GONG. — -- —
PAP W/3-05 BARS 4 1/211
E.W. ON CHAIRS
=I
MIN. 3" COYER 4 1
(2 TYP,) 1_A5
DI) -3 1/211
Tl �0'-2'I 5'-2" 4 �,�
m
U�J C' O'�
s
A R C H I T E C T S
Design
Group Inc.
Z N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
TUSCKA
SOUTH
LOT X45
PROJECT#
1703.00
MODE1:
„1970"
LEFT
l' T
PAGE:
]F'OUNDATIO
PLAN
ARCHITECT:
STATE OF FLORIDA
y
16?
NO 12079
DATE: 08/18/09
SCALE: 1 _1,_0,.
SHEET
OF
-,r'I -Au
DOWEL PLAN ELEVATION
J
9999
� 99
A B
ELEVATION „C„ & „ll„
A R C H IT E C TS
Design
Gurop �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
�
SUBDIV. & LOT:
TUSOKA
SOUTH
LOT X45
IPIROJECT#
1703.00
MODEL:
"1970"
GARAGE SWIENG:
LEFT'
'AGE:
DOWEL
PLAN
ARCHITECT:
STATE OF FLORIDA
6
�N,9
SIA S CANTWELL
NO 12079
DA'I'S: 08/18/09
SCALE: 1 /4" =1' - 0'p
ISHEET
1AOF1
SAFE
LOAD
LINTEL
NO.
TABLES
r r
FOR GRAVITY,
UPLIFT &
LATERAL LOADS
8" PRECAST & PRESTRESSED U -LINTELS
8" PRECAST & PRESTRESSED U -LINTELS
SCHEDULE
LINTEL
NO.
GRAVITY
r r
GRAVITY
LATERAL
lYl'E
BPS -I
8F8 -0B OF12-0p
16-0
0-0
4-0
28-0
32-0
LENGTH
8U8
SFS -IB
BF12-16 01`16-0 91`20-15 a 24-15 BF28-0 ®F32 -I6
16-2T
20-2
3166
4413
6039
1526
9004
104-12
11936
2'-10'(34") PRECAST
2302
3166
4413
6039
1526
9004
10412
11936
1244
1519
3138
3311 1
4689
6,001
1315
8630
9941
3'-6' (42') PRECAST
2302
3166
4413
9,039
1526
9004
10412
11936
2182
2114
2325
2496
3461
4438
5410
6384
1358
4'-0' (48') PRECAST
2029
3'-(o' (42') PRECAST
1192 1
1455
2240
3036
3831
4643
5453
1251
2646
4413
6039
1526
9004
10412
11936
6061
1036
1181
1,313
2651
3403
4149
4896
5644
4'-6" (54') PRECA5T
1651
6245
501
2162
4'-(d' (48') PRECAST
6412
6516
5814
6839
2965
2110
4021
6039
1526
9004
10412
9668
2150
3583
1223
1301
1809
2311
2826
3336
3846
V-4' (64')PRECAST
1184
3251
4010
4161
5525
121
121
6412
1660
1105
1665
2889
5051
6096
5400
6424
1450
2516
1393+
1000
1059
1414
1889
2304
2121
3131
51-10'(101) PRECAST
912
118
956
1468
1987
2509
3035
907
505
505
1459
2464
4144
5458
4431
5280
6122
4549
1311
2252
2101
3263
2146
3358
3911
4585
PRECAST1255
931
110
941
5'-I(D'(10') PR]=CASt
688
849
1302
1162
2225
164
1255
2101 1
3396
5260
1134
8995
6890
2441
3010
1029
1615
2385
1994
2439
2886
3333
-1'-6" (90')PRECAST
161
2169
3290
3812
101
881
1141
1182
1684
1029
1615
2610
3839
5596
6613
5041
951-
912
632
1049
1469
1210
1482
11 54
202 1
9'-4' (112') PRECAST
513
59l
651
168
1212
1610
2544
3469
4030
3121
482
802
1125
915
1122
1325
1535
10'-6'1'1269 PRECAST
4F6
630
801
155
1192
1550
1910
2211
2634
655
1025
1514
2081
2114
3130
2404
1261
1496
598
935 1
1365
1854
2355
1193
2015
11'-4' (136') PRECAST
445
39rro
493
116
611
1039
1389
598
935
1365
1854
2441
3155
4044
439
696
545
864
1254
1689
2014
1510
1818
12'-0'(144') PRECAST
414
363
556
666
655
864
1254
1693
2211
2832
3590
421
126
1020
1331
1635
1224
1418
13'-4'(160') PRECAST
302
12'-0'(144') PRECAST
340
485
148
1016
1438
1855
2343
2920
1199
2086
381
640
919
1190
1462
1081
1260
14'-0'(168') PRECA5T
338455
1153
13'-4'(160') PRECAST
100
1003
1335
1114
2153
2h66
682
1004
NR
NR
NR
NR
NR
NR
NR
14'-8'(116') PRE5TRESSED
N.R
635
ll8
922
1065
14'-0'(168') PR1=CASTP243
465
165
1310
2045
2610
3185
3165
NR
NR
NR
NR
NR
NR
NR
15'-4'(1&4') PRI=STRESSED
N R
295
459
591
'124
85'1
990
420
695
1250
1855
2310
2890
3410
1142N.R.
NR
NR
NR
NR
NR
NR
NR
ll' -4'(208') PRESTRESSED
N.R
220
329
542
191
1012
1381
310
530
950
1400
1800
2200
2600
464
561
NR
NR
NR
NR
NR
NR
NR
19'-4'(232') PRESTRESSED
N.R
814
1121
1389
N.R.
255
165
201
313
240
400
150
1090
1400
1120
2030
NR
NR
NR
NR
NRENR
N.R.
NR
21'-4' (256') F`RE6TRES5Ep
KR
239
383
550
136
940
1160
183
330
610
940
1340
512
2110
NR
NR
NR
NR
NR
NR
22'-OY264')PRESTRESSED
N.R
112
142
212
336
471
635
801
993
160
300
510
810
1250
268
1910
418
493
NR
NR
NR
NR
NR
NR
24'-OC288") PRE5TRE80ED
N.R
N.R.
161
131
205
322
451
130 1
240 1
410
1 120
1030
1 1350
L 1610
8" PRECAST & PRESTRESSED U -LINTELS
•REDUGE VALUE BY 25% FOR GRADS= 40 FIELD F-d--E3AK
S" PRECAST W/ 2" RECESS DOOR U -LINTELS
<A=64M"
SCHEDULE
LINTEL
NO.
UPLIFT
r r
GRAVITY
LATERAL
TSP
BPS -I
12 -It
16 -It
20-1T
24-If6204
28-IT W32 -IT
81 22-
awrb•
L NCzTI I
9F6-21
12-2T
16-2T
20-2
24-228-2
4961
BF32-2T
SUa
8F8
3053
sial
2818
4101
5332
65691811
4'-4'
9055
932
932
2'-10'(34") PRECAST
1244
1519
2339
3110
4008
4850
5696
2021
2021
4982
2121
2184
3981
5190
6401630
4156
8851
41-(vu
2182
2114
2165
2289
3260
4231
5219
(54') PRECAST
1192
653
853
3'-(o' (42') PRECAST
1192 1
1455
2240
3036
3831
4643
5453
1251
1251
4982
2165
2215
3165
4125
5091
6061
1036
1602
1550
1818
1989
2832
3680
4532
5381
6245
501
2162
4'-(d' (48') PRECAST
6412
6516
5814
6839
2965
3581
4198
938
938
1449
Iola
1925
2150
3583
4422
5264
6110
469
469
4'-6' (549 PRI=GAST
1660
1162
2501
3251
4010
4161
5525
121
121
6412
1660
1105
2435
3111
3913
4658
5406
1611
2933
2516
1393+
1484
2110
2141
3315
4010
4648 1
830
1100
5'-4' (64') PRECAST
118
956
1468
1987
2509
3035
907
505
505
4100
1393
1431
2050
2610
3293
3920
4549
1311
2252
1958
1212•
1351
1930
2505
3004
3665
4241
110
941
5'-I(D'(10') PR]=CASt
688
849
1302
1162
2225
164
1311
418
418
5492
1212
1315
1815
2441
3010
3583
4151
1253
1011
6'-6' (18") PRECAST
1141•
1200
1133
2250
2169
3290
3812
101
881
1141
1182
1684
2192
2103
1 3216
3132
1491
2119
2618
951-
912
1415
1914
2354
2191
3240
(909 PRECAST
59l
651
990
1029
1466
1901
2 351
2191
3245
9' -4' (112') PRECA5T
001•
612
980
1.269
1560
1852
2144
454
630
801
155
1192
1550
1910
2211
2634
116•
498
193
1021
1261
1496
1131
PRECAST
39rro
493
116
611
1039
1389
Illi
2034
2358
666•
439
696
899
1104
1309
1515
ll' -4' (136') PRECAST
363
556
666
535
905
WE&
1595
1896
2190
6011
400
631
816
1001
1186
1312
12'-0'(144') PRECAST
340
494
631
486
818
1209
1514
1199
2086
500•
340
532
606
841
991
1153
13'-4'(160') PRECAST
302
398
513
409
682
1004
1361
1631
1891
316
493
635
ll8
922
1065
14'-0'(168') PR1=CASTP243
286
360
318
629
922
1254
1567
1816
295
459
591
'124
85'1
990
14'-0' (116'1 PR=5TRE85ED
352
582
052
1156
1491
1142N.R.
351
218
430
553
Ell
801
925
220
329
542
191
1012
1381
1616
N.R.
321
188
236
361
464
561
610
114
11'-4' l200')PREStRESSEP
188
216
449
649
814
1121
1389
N.R.
255
165
201
313
401
490
518
&rol
19'-4' (2329 PRE5TRE55ED
N.R.
204
165
239
383
550
136
940
1160
145
186
218
356
433
512
590
21'-4' (256')PRE57RE55ED
N.R.
112
142
212
336
471
635
801
993
140
100
268
343
418
493
568
22'-0"(264'1PRESTRE�Sf P
N.R.
161
131
205
322
451
601
111
941
121
165
244
312
380
441
515
24'-0'(288') PRESTRE55Ep
N.R.
135
124
11 186
290
408
538
600
033
•REDUGE VALUE BY 25% FOR GRADS= 40 FIELD F-d--E3AK
S" PRECAST W/ 2" RECESS DOOR U -LINTELS
<A=64M"
SCHEDULE
LINTEL
NO.
UPLIFT
r r
GRAVITY
LATERAL
TYPE
s1F6-IT e1�10-iT mr 1`14 -IT 9t;F18-IT a17F22-IT MW26-IT BW30-I
TYPE
4'-4"
I--I-NGTI-I
aWio-D25 oW14-0
18-0
81 22-
awrb•
8W30 -DPS
L.�NGTi-i
1513
2413
3260
4112
4961
5825
OFIh-05/iT
L 4
3053
2982
3954
4929
5904
6880
4'-4'
(52') PRECAST 1489
932
932
SFiro-OB/1T
1244
1519
2339
3110
4008
4850
5696
r44
3412
4982
6412
1941
9416
10818
3931
4156
5511
41-(vu
2182
2114
3600
4481
5315
6264
4'-6'
(54') PRECAST
1351
653
853
1192 1
1455
2240
3036
3831
4643
5453
3412
4982
6412
1941
9416
10616
3055
3689
4325
1602
1550
2058
2566
3015
3585
r✓•' -8'
(68") PRECABT
las
501
2162
4014
6412
6516
5814
6839
2965
3581
4198
119
1500
1449
1924
2400
2816
3352
5'-10' (10') PRECAST
135
469
469
896
1099
1690
2288
2891
3491
1103
2051
3811
6412
6516
5450
6411
2042
2513
3101
9®1
1611
2933
2516
3223
3812
4522
6'-S'
(80")PRECAST
822
830
1100
118
956
1468
1987
2509
3035
907
1611
2933
4100
6130
8111
6101
1810
2280
2153
761
1311
2252
1958
2451
2944
3439
1'-6'
(90')PRECA3T 665
110
941
688
849
1302
1162
2225
164
1311
2329
3609
5492
6624
5132
808
1123
1413
420
834
1253
1011
1342
1614
1886
9'-8"
(116") PRECAST
311
516
614
533
521
1009
1369
1128
535
928
1491
2119
2618
3595
2815
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
•K9L 1uLlk VAL-ur. CTT 01. Mwm c7twLJc 9w rIr-l-W r=:WAN
(L
C
( L-
MIATERiALS
I. f'c precast 1lntsla = 3500 pet.
2. Fa prestressed Ifntela - 6000 pal.
3- F'c grout = 3000 pat w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM CSO w/
minimum not area compressive strength = 1900 pal.
5. Rabar provided in precast lintel per A5TM A615 GR6O.
Field rebar per ASTM A6i5 GR40 or GRroO.
6. Prestressing strand per ASTM A41ro grade
210 low relaxation.
1. 1/32 wire per A5TM A510.
8. Mortar per ASTM C270 type M or S.
ARCHED TOP
e
L- 3
99 �9 ��
ELEVATION "A
BEARING HEIGHT THROUGHOUT ELEVATION "A" B "B"
GENERAL NOTES
1. Provide full mortar head and bed joints.
2. Shore Filled Iintel5 as required.
3. installation of lintel must comply with the architectural and/or structural drawing5.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed 1-/360 vertical deflection, except 1lntel5 11'-4' and
longer with a nominal height of 8' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom or the lintel cavity.
1./32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
1
8. Cast -In-place concrete may be provided in compoalte lintel in lieu of concrete masonry units.
9. We load ratings baeed on rational deaign analysis per ACI 318 and AGI 530
UL-
SCHEDULE
LINTEL
NO.
UPLIFT
r r
ON
LATERAL
TYPE
s1F6-IT e1�10-iT mr 1`14 -IT 9t;F18-IT a17F22-IT MW26-IT BW30-I
L2
4'-4"
I--I-NGTI-I
80P6 -2T 81@'10-7
81 14-2T DWIB-2T ar�22-2T aid=26-Z&W-110-21
BR.J
8RF
N/A
1244
1513
2413
3260
4112
4961
5825
OFIh-05/iT
L 4
4'-4' (52') PRECAST
81-24-05AT
OF1(o-003/1T
L 5
4'-6"
81=24-05/IT
SF32-05/IT
L ro
932
932
SFiro-OB/1T
1244
1519
2339
3110
4008
4850
5696
SF32-05AT
L 9
4'-6"
1192
1501
2311
3121
3931
4156
5511
41-(vu
8F24-OB/IT
4'-6' (54') PRECAST
L 12
4'-0"
I 8F24-OE34T
SFiro-OB/1T
L 13
4'-&"
OF24-05/1T
653
853
1192 1
1455
2240
3036
3831
4643
5453
924•
1112
1195
2423
3055
3689
4325
5'-8' (68') PRECAST
924
1132
1141
2351
2918
3603
4230
501
501
096•
1138
1142
2352
2965
3581
4198
5'-10' (10') PRECAST
469
469
896
1099
1690
2288
2891
3491
4106
118
882
1513
2042
2513
3101
3642
6'-8' (80')PRECAST
830
1100
118
956
1468
1987
2509
3035
3563
688
691
1325
1810
2280
2153
3227
1'-6' (90') PRECAST
110
941
688
849
1302
1162
2225
2690
3151
533•
433
808
1123
1413
1104
1 1995
V-8' (116') PRECAST
516
614
533
521
1009
1369
1128
2008
2450
•K9L 1uLlk VAL-ur. CTT 01. Mwm c7twLJc 9w rIr-l-W r=:WAN
(L
C
( L-
MIATERiALS
I. f'c precast 1lntsla = 3500 pet.
2. Fa prestressed Ifntela - 6000 pal.
3- F'c grout = 3000 pat w/ maximum 3/8' aggregate.
4. Concrete masonry units (CMU) per ASTM CSO w/
minimum not area compressive strength = 1900 pal.
5. Rabar provided in precast lintel per A5TM A615 GR6O.
Field rebar per ASTM A6i5 GR40 or GRroO.
6. Prestressing strand per ASTM A41ro grade
210 low relaxation.
1. 1/32 wire per A5TM A510.
8. Mortar per ASTM C270 type M or S.
ARCHED TOP
e
L- 3
99 �9 ��
ELEVATION "A
BEARING HEIGHT THROUGHOUT ELEVATION "A" B "B"
GENERAL NOTES
1. Provide full mortar head and bed joints.
2. Shore Filled Iintel5 as required.
3. installation of lintel must comply with the architectural and/or structural drawing5.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed 1-/360 vertical deflection, except 1lntel5 11'-4' and
longer with a nominal height of 8' meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom or the lintel cavity.
1./32 diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
1
8. Cast -In-place concrete may be provided in compoalte lintel in lieu of concrete masonry units.
9. We load ratings baeed on rational deaign analysis per ACI 318 and AGI 530
UL-
8RF3 D - D5/1T 5F32 -05/1T 8F32 -15/1T
/01'.Sri'49T-C-
MLINTEL
SCHEDULE
LINTEL
NO.
LENGTH
r r
ON
r r
r�r
■ ■
■ 0
OF40-15/1T
L2
4'-4"
8RF22-0B/1T
3RF30-03/IT
L 3
8RF3 D - D5/1T 5F32 -05/1T 8F32 -15/1T
/01'.Sri'49T-C-
MLINTEL
SCHEDULE
LINTEL
NO.
LENGTH
ELEVrTFE 'A" "B" ELEV�CE 4"p„ COM"fENT5
L 1
11'-4'
5F28 -15/1T
OF40-15/1T
L2
4'-4"
8RF22-0B/1T
3RF30-03/IT
L 3
�'_4"
SRF22-OB/1T
N/A
L 3A
4'-(o"
N/A
OFIro-05/1T
L 35
4'-6"
N/A
OFIh-05/iT
L 4
4'-ro"
81-24-05AT
OF1(o-003/1T
L 5
4'-6"
81=24-05/IT
SF32-05/IT
L ro
4'-(0"
OF24-05/IT
SFiro-OB/1T
L -i
4'-&"
81=24-05/IT
OF16-0�3/iT
L 8
6'-6"
OF24-05AT
SF32-05AT
L 9
4'-6"
OF24-05AT
8F16 -003/1T
L 10
414o"
OF24-05AT
BFlro-05/1T
L Il
41-(vu
8F24-OB/IT
SFiC9-054T
L 12
4'-0"
I 8F24-OE34T
SFiro-OB/1T
L 13
4'-&"
OF24-05/1T
8F1rq-03/1T
ELEVATION "C7� & D�9
9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
LINrn'L;L SC -11- EDULf,
SAYE LOAD TABLE NOTES -
A R C M I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6075
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV & L.OT:
TUS C KA
SOUTH
LOT X45
PROJECT#
1703.00
MODE:
10"70"
C;ARAGrE SWING:
LEFT
PAGE:
LINTEL
SCHEDULE
ARCHITECT:
STATE OF FLORIDA
-\
I CANTWELL
NO 12079
DATE: 08/18/09
SIMET
OF
05 RERAR AT TOP
MIN. (ll REQ'D
I -I/2' CLEAR
d
1. All values based on minimum 4' bearing. Exception_ 5are loads for unfilled TYEE DESIGNATION Q
Iintele must be reduced by 209. if bearin length is lase than
Safe loads for all recessed lintels base on 8' nominal bearing. F = FILLED WITH GROUT / U - UNFILLEp �
2. N.R. = Not Rated.
3. Bare loads are total superimposed allowable load on the section specified. QUANTITY OF 05 RE5AR AT
50TTOM OF LINTEL CAVITY
4. Bare loads based on grade 40 or grade 60 Field mbar.F r 'n
5. Additional lateral load capacity can bs obtained by the designer by providing m
addional reinforced masonry above the precast lintel. a, - 1/ 1 I _
6. One "7 rebar may be substituted for two "Pi rebar5 in 8' lintels only.
The designer evaluate concentrated loads From the safe load tables by
7.h g y -1 N I "5
OM NA1- WIDTH QUANTITY OF
- wa from the Face of su ort. QUAN I
calculatingthe maximum reatstin moment and shear at d a y pp
g
8. For composite lintel heights not shown, use safe load From next lower height. NOMINAL HEIGHT-]RESAR AT TOP
9. All safe loads in units of pounds per linear Foot.
�
8'
�; I. -�
GJ1.U.
GROUT
-05 AT
OF 1-INTER1- CAVITY
ma
OTTOM REINFORCING
5 RE RG
IN LINTEL
(VARIES)
.•;-
!�
s + •
�-WWAIALPROVIDED
NOMINAL WIDTH
A R C M I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6075
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV & L.OT:
TUS C KA
SOUTH
LOT X45
PROJECT#
1703.00
MODE:
10"70"
C;ARAGrE SWING:
LEFT
PAGE:
LINTEL
SCHEDULE
ARCHITECT:
STATE OF FLORIDA
-\
I CANTWELL
NO 12079
DATE: 08/18/09
SIMET
OF
0
m
0
WHEN CALCULATING WIND FRE65URE5 ON A GARAGE DOOR, FLORIDA
BUILDINC; CODE, 2004 ALLOWS THE FRE55URE5 TO BE AVERAGED WHEN
THE OPENING 15 PARTIALLY LOCATED IN E30TH ZONE 4 AND ZONE 5
WIND FRE55URE5 ARE BASED ON WIND 5PEED=120MFH l3 SECOND GUST)
IMPORTANCE FACT0R=1.0
EXP05URE CATEGORY = 5
MEAN ROOF HEIGHT=LE55 THAN 30 FT. FOR AN ENCL05ED BUILDING
1� _(7)11
PERCENTAGE OF AREA WI'T'HIN ZONE 4:
A,,= 11.33= 16=0.71 fl'
PERCEN'T'AGE OF AREA WITHIN ZONE 5:
A5=4.66= 16=0.291f12
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p = 21.8 (0.9) + 21 .8 (0.10)
= 19,62 + 2.18
= 2.1.8 psf
AVERAGE NEGATIVE PRESSURE: ON GARAGE DOOR:
p = -24.0 (0.71) -P - 26.55(0.29)
O = -17.05 + (-7.7)
_ -24.75 ps1'.
cl) I (_ (�)
ELEVATION A & li
8'-8" FEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B"
� WH\11111 , 1 1) JIM ul I
AVERAGE GARAGE DOOR PRESSURE:
p=21.8/-24.8
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GLUM
SQUARE
WINDOW SIZE
110 MPH WIND
CALL #
FOOTAGE
AND TYPE
ZONE
REMARKS
120 MPH WIND
1
112
161-0 X 11-0
5
18.3/ -22.4
21.8/ -26.-I
GARAGE DR.
2
20
301000 DR
4
20.8 / -22.ra
24.1/ -26.9
35-5H
20.1/ -22.5
ELEV.
3
22
ARCHED TOP
4
A..
24.6/ -211
4
11
25 -SH
4
21.1 / -22.9
EGRESS
25.1/ -2-1.3
21.8/ -23.6
5
1023
-SH
4
25.9/ -28.1
ro
1_1
25 -SH
4
21.1 / -22.9
25.1/ -21.3
7
11
25-5H
5
21.1 / -28.0
25.0/ -33.1
g
33
5'-011 X ('-8°
4
20.2/ -22.0
S. G. D.
24.0/ -26.3
g
17
25 -SH
4
21.1 / -22.9
EGRESS
25.1/ -27.3
10
25 -SH
4
21.1 / -22.9
EGRE55
25.1/ -2-1.3
I1
1-1
25-5H
4
21.1 / -22.9
25.1/ -27.3
EGRESS
12
1-1
4
21.1 / -22.9
25.1/ -21.3
EGRESS
13
17
25 -SH
4
21.1 / -22.9
25.1/ -21.3
EGRESS
1419
20.9/ -22.1
ELEV.
26-5H
4
24.8/ -21.0
ICIF 4 ID II
15
20-9/ -22.1
ELEV.19
211
4
24.8/ -21-0
liCil 4 ..D..
(i)ELEVATION " C 93 99 D 9'
9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
u" A L " C U L A T lu" N S
A R C H I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4073
www.abdesigngroup.com
AA #: 0003325
SUEDIV. & LOT:
TUSCKA
SOUTH
LOT #45
]PROJECT#
1703.00
MO DEI#:
"1070"
GARAGE SWING:
LEFT
WAGE:
WIND LOAD
CALCULATIONS
ARCHITECT:
STATE OF FLORIDA
P'9
JAJRNO
NTWELL
2079
DATE: 08/18/09
SCAT_ :1/4"-1'-0"
SHEET
�c®��
CHE DETAIL
�LL
KITCli1liN DETAIL
Q
KI THEN DETAIL
=It
12'-011 21_411
CC// 13'-10"
25-5N
EGRESS
25 -SH
EGRESS
401-01'
ll' -4"
08/18/09
SCAIX:
SQ.FT.
A-111CH
1)"E
TAI L
4
__
�
LIVING
GARAC-cE
ENTRY ELEV. "A" 4 "B"
ENTRY ELEV. "C" 4 "D"
z
I
�-
�
TOTAL ELEV. "A" 4 "B"
TOTAL ELEV. "C" 4 'D"
PATIO
OPT. COVERED PATIO
2400
2483
35
00
's
1-6
B1=
_ _ — — —
�
_
-
LAV.
t
42X60
TuB
C„
00
al -all
(TILE) �
11)85"
— —
(s)
LAV.
(CARPET) I—
A.1=.F.
`
cn
41-1011
12'-0" 2'=0" 9'-6 " 2,--
'-
Il'-10"
c0
WG.
/NL�
I
F-1405<40)
-w
�5HWR.
01PT®
OWNER'S ]BATH
OSUETES
o ac I
-
-Q)'
�
--
=It
12'-011 21_411
CC// 13'-10"
25-5N
EGRESS
25 -SH
EGRESS
401-01'
ll' -4"
14'-4"
4' -
PATIO
x
506a
AGT I VE
8
9
N
m
FAMILY
ROOM
a'
_all CLG.
(CARPET)
2'-4" 3 -SN
b ■
LAV. BATH X -
BDRM. 4 I (TILE) g e - �' -
CARPE `� 3_0 °°° —_ ---TILE LINE------
BF. —
QC
08/18/09
SCAIX:
SQ.FT.
BDRM. 2
8'-a" CLG.
(CARPET)
,
Ipi
-0
I
BDRM. 3
(CARPET)
__
�
LIVING
GARAC-cE
ENTRY ELEV. "A" 4 "B"
ENTRY ELEV. "C" 4 "D"
z
I
�-
�
TOTAL ELEV. "A" 4 "B"
TOTAL ELEV. "C" 4 'D"
PATIO
OPT. COVERED PATIO
2400
2483
35
00
's
1-6
B1=
_ _ — — —
�
_
14'-4"
4' -
PATIO
x
506a
AGT I VE
8
9
N
m
FAMILY
ROOM
a'
_all CLG.
(CARPET)
2'-4" 3 -SN
b ■
LAV. BATH X -
BDRM. 4 I (TILE) g e - �' -
CARPE `� 3_0 °°° —_ ---TILE LINE------
BF. —
QC
(TILE) LnI � -
5 - 0 ,�� RAN E —I —
c� 4'-0" I 2'-411 14'-4" —
�' 3 -0 m m 0 0
WC. F. _ _ —
w Lw
— _
DINING
x 1Z 1
h _ 6�
ROOM
R/A A/C m ``i'
WH. 2" STEEL PIPE (CARPET) —
COND. — �BDLLARD oil
41-011
141-411 51-411 A �,l3 -0
_ III -Oil cp
LAUNDRY
r— 2" X 54" - I OPT. I I OPT.
ATTIC I I D II W
LACGESS J
I
�n NICHE
-
GARAGE S OYER LIVING _
_ 8'-a" CLG. (TILE) r ROOM
8'-8" CLG.
(CARPET) -
3068 —
_ l
ENTRY
16'-0" X 7'-0" O.H. _— I
— — 8'-8" GLG3 —
41
011
401 -011
35 -SH
ARCHED TOP
i
STONE.
ELEV.
"5" 4 uDn
�14'-0-0
FLOOR PLAN 1�� �9 �� ��
& A tl
a'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B"
EXTERIOR MASONRY
WALL E3RG. HEIGHTS
BRC.
9' - 4" BRG.
MODEL SPECIFICATIONS
h GARAGE DRYWALL TO BE
TAPED, UNPAINTED, UNFINSHED
* WINDOW SILLS TO BE OPTIONAL
MASTER AND SECONDARY BATH
TO RECEIVE 36" MIRROR
• VANITY MIRRORS TO BE RAISED
OFF BACKSPLASH
ALL DOORS ARE 6 '-8" HIGH
UNLESS NOTED OTHERWISE.
08/18/09
SCAIX:
SQ.FT.
CALC.'S
1R_1SH
LIVING
GARAC-cE
ENTRY ELEV. "A" 4 "B"
ENTRY ELEV. "C" 4 "D"
1970
406
24
101
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL ELEV. "A" 4 "B"
TOTAL ELEV. "C" 4 'D"
PATIO
OPT. COVERED PATIO
2400
2483
35
00
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
_ _ — — —
NOK
_
-
I W.I.C. Id)�
tx
I 8'-8" CLG. I�, , `"
al -all
(TILE) �
— —
(s)
(CARPET) I—
`
cn
12'-0" 2'=0" 9'-6 " 2,--
'-
Il'-10"
c0
-w
OSUETES
o ac I
-
-Q)'
�
--
-
° - Q
\
r
S' -a" CLG.
(CARPET)
LAY. I \� I N
-
0. BATH _ ,
KITCHEN
— �'
�- -
(TILE) g'-8" CLG. I �r
(TILE) LnI � -
5 - 0 ,�� RAN E —I —
c� 4'-0" I 2'-411 14'-4" —
�' 3 -0 m m 0 0
WC. F. _ _ —
w Lw
— _
DINING
x 1Z 1
h _ 6�
ROOM
R/A A/C m ``i'
WH. 2" STEEL PIPE (CARPET) —
COND. — �BDLLARD oil
41-011
141-411 51-411 A �,l3 -0
_ III -Oil cp
LAUNDRY
r— 2" X 54" - I OPT. I I OPT.
ATTIC I I D II W
LACGESS J
I
�n NICHE
-
GARAGE S OYER LIVING _
_ 8'-a" CLG. (TILE) r ROOM
8'-8" CLG.
(CARPET) -
3068 —
_ l
ENTRY
16'-0" X 7'-0" O.H. _— I
— — 8'-8" GLG3 —
41
011
401 -011
35 -SH
ARCHED TOP
i
STONE.
ELEV.
"5" 4 uDn
�14'-0-0
FLOOR PLAN 1�� �9 �� ��
& A tl
a'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B"
EXTERIOR MASONRY
WALL E3RG. HEIGHTS
BRC.
9' - 4" BRG.
MODEL SPECIFICATIONS
h GARAGE DRYWALL TO BE
TAPED, UNPAINTED, UNFINSHED
* WINDOW SILLS TO BE OPTIONAL
MASTER AND SECONDARY BATH
TO RECEIVE 36" MIRROR
• VANITY MIRRORS TO BE RAISED
OFF BACKSPLASH
ALL DOORS ARE 6 '-8" HIGH
UNLESS NOTED OTHERWISE.
M1-6
BF.
1
3 -SN %8
c0 SIT. RM. LAV_
(CARPET) I�
4 I 3-0 I�
BF.
1'-4" a _4 1'-4" rlz
ARCH I r O PT® Sl TTl NG ISM..
STONE —
ELEV. #D
1'-2
I'-4"
20'-10"
16"X16" EASE
TAPERED COLUMN
— ABY. —
ELEVATION c�� & D
9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
I X27'-9" 10'=0" 2'-3" 1 I
77�;; .19
I v 6x6 POST
COVERED
PATIO
I
c�
1( 4 Z141-a°I--�
I 506a S.G.D. I
ACTIVE
COV
o. PORCH
14'-011
4x4 4x4
POST POST7�1
I
COVERED
PATIO
14'-0"X12'-0"
I I
I I
�✓' 06 8
\ — J
(*voVEj1LP-ED PATIO
BEARING HEIGHT THROUGH
OUT ELEVATION "A" 4 "B"
�9'-4" BEARING HEIGHT THROUGH
OUT ELEVATION "C" 4 "D"
ARCH I T E C TS
Design
Grou nc
.
1441 N. RONALD REAGAN BLVD.
JVD,
FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
S - BDIV. 8c i./ 8:
TUS C KA
SOUTH
LOT #45
PROJ'EC` #
1703.00
moDEIN:
"1970"
GARAGE SWING:
LEFT
PAGE:
]FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
DATE:
08/18/09
SCAIX:
SQ.FT.
CALC.'S
LIVING
GARAC-cE
ENTRY ELEV. "A" 4 "B"
ENTRY ELEV. "C" 4 "D"
1970
406
24
101
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL ELEV. "A" 4 "B"
TOTAL ELEV. "C" 4 'D"
PATIO
OPT. COVERED PATIO
2400
2483
35
00
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
M1-6
BF.
1
3 -SN %8
c0 SIT. RM. LAV_
(CARPET) I�
4 I 3-0 I�
BF.
1'-4" a _4 1'-4" rlz
ARCH I r O PT® Sl TTl NG ISM..
STONE —
ELEV. #D
1'-2
I'-4"
20'-10"
16"X16" EASE
TAPERED COLUMN
— ABY. —
ELEVATION c�� & D
9'-4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
I X27'-9" 10'=0" 2'-3" 1 I
77�;; .19
I v 6x6 POST
COVERED
PATIO
I
c�
1( 4 Z141-a°I--�
I 506a S.G.D. I
ACTIVE
COV
o. PORCH
14'-011
4x4 4x4
POST POST7�1
I
COVERED
PATIO
14'-0"X12'-0"
I I
I I
�✓' 06 8
\ — J
(*voVEj1LP-ED PATIO
BEARING HEIGHT THROUGH
OUT ELEVATION "A" 4 "B"
�9'-4" BEARING HEIGHT THROUGH
OUT ELEVATION "C" 4 "D"
ARCH I T E C TS
Design
Grou nc
.
1441 N. RONALD REAGAN BLVD.
JVD,
FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
S - BDIV. 8c i./ 8:
TUS C KA
SOUTH
LOT #45
PROJ'EC` #
1703.00
moDEIN:
"1970"
GARAGE SWING:
LEFT
PAGE:
]FLOOR
PLAN
ARCHITECT:
STATE OF FLORIDA
DATE:
08/18/09
SCAIX:
1/4"=1'-0"
SFIEET
�KEYSTONE
ci]-�jCOV. POfCII
r61l'-4" PUILDING HGT.
.1.5
30" PECO. CRICKET
LOUVER AS
r613'-0" E3RCx. HeT.
m
- A
V—S`
RAfSED SAND CTi'PJ - � � � � � � � � ® cfJ 8" RAISED BAND CTl'P.)
RAISED STUCCO COL.
O' -O" FIN. FLiR oil ,�O'-O" FIN. FLR.
TEXTURED FINISH
1
REAR
TEXTURED FINISH
ELEVATION
�S'-S" SRCx. NCt.
IV
O' -O" FIN. FLR.
A R C H I T E C T
1441 N. RONALD REAGAN B
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.con
AA #: 0003325
SUBDIV. & I.OT:
TUSCKA
SOUTH
LOT X45
PROJECT#
1703.00
MODEL:
')1970"
GARAGE SWING:
LEFT
PAGE:
ELEVATION
)) A 9)
FRONT &
REAR
ARCHITECT:
STATE OF FLORIDA
qday
JAM CANTTWELL
NO 12079
DATE: 08/18/09
SCALE: 1/4"_f_0"
SHEET
3AOIF10
12
5r7�:�
OFF -RIDGE VENT
OFF -RIDGE VENT
OFF -RIDGE VENT
I
V-0" PRG. HGT. 8'_11
-S ° BRG. HG'
/21-411
�4
O' -O" FIN. FLR. �# - - - - - - - - - - - O' -O" FIN. FLR.
1 LEFT ELEVATION
OFF -RIDGE VENT
3'-a" BRCS.
�)'-O" FIN. FDR. — — — — — —
OFF -RIDGE VENT
TEXTURED FINISH
OFF-RIDGF VENT
TEXTURED FINISH
12
�-" t5
l
8'-8" BRG. NGt.
21-`r II
®'-O" FIN. FLR_
- - J
1
O' -O" FIN. FLR_
)_QV. PORCH
LEFT 'Sim.
ARCHITECTS 1
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6076
FAX: 407-774-4076
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
TUSCKA
SOUTH
LOT X45
PROJECT#
1703.00
M01131mll.:
"1970"
GARAGIM SWING:
LEFT
PAGE:
ELEVATION
" A
LEVATIO=1N-
"A
LEFT &
RIGHT
ARCHITECT:
STATE OF FLORIDA
'9
i CANTWELL
NO 12079
HEADER SPAN CHART
SINGLE
CONNECTOR SCHEDULE
SIZE
SIMPSON
CLEAR SPAN
DES.
UPLIFT
GRAVITY FASTNER
?-
META -16
1450
(12) 10d x 1 1/2 I -PLY/ (6) Ibd 2 -PLY
Z
Z
(2) META -16
1985
(12) 10d x 1 1/2 I -PLY
0
TW0 STORY" AFPLICATION DOWN STAIRS
1900
(14) 16d 2 -PLY
a
HETA-16
1810
(12) Iod x 1 1/2 I -PLY/ (e) Ibd 2 -PLY
DOL 2
HETA-2o
1810
(12) lod x 1 1/2 I -PLY/ (8) 16d 2 -PLY
x 8
(2) HETA-20
2035
(12) 10d x 1 1/2 1 -PLY
6'-4" TO 8"-0"
DF3L. 2
2500
(12)16r.1 2 -PLY
MGT +
3965
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD
HGT-2 +
10,300
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD
H1 -;;T-3 +
10830
(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EM15ED), (16) I0d TO WOOD
LTAI
1420
02) lod x I-1/2'
VGT
4940
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4' X 3' TO WOOD
(2) VGT (2•F1.Y)3-PLY)
1185/8890
(2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12EM13ED), (32) SDS 1/4' X 3' TO WOOD
MTS -12
1000
(14) 10d x 1 1/2
HTS -Ib
1150
(16) loci x 1 1/2
HT5-20
1450
(24) 10d x 1 1/2
LSTA-12 ++
1510
(10) Iod
LSTA-18 ++
1235
(14) 10d
V)
M5TA-18 ++
1365
(14) 10d
IL
NSTA-24 ++
1640
(18) IOGI
�
M5TA-36 ++
2050
(26) 10d
I—
v)
1`15TI-36
3915
(36) 10d x I V2
M5TI-48
5080
(48) 10d x 1 1/2
H6
950
(8) 8d 'to PLATES, (e) Sd To STUDS
5P4
160
(6) 10d x 1 1/2' TO STUDS
434
365
(4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.
HCP2
605
(12) loci x 1-1/2'
H10
990
(16) 8d x 1-1/2
ABU 44
2200
6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC. (IZJ Ibd TO WOOD
V)
ABU 66
2300
12000 (U 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMDED.) IN CoNC., (12)1bd To WOOD
O!f
LTT19 +++
1350
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC. (8)16d TO WOOD
0
LTT205 +++
1150
(1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC,, (10)16d TO WOOD
U
Z
HTT-16 +++
4115
(1) 8/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (18)16d To WOOD
Q
HTT-22 +++
5260
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" £Mi3ED.) IN GONG., (32)16d TO WOOp
HHDQII-SDS 2.5+
11,445
(U I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24)BD8 Y41 x ' WOOD SCRFW
HPI
6480
lU 1/8' A43. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3)Yo' STUD BOLTS TO WOOD
MBNA 3.56/1126
3415
5330 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.II. TOP,
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.'16' EM5EPMENT) IN C.N.U. FACE,
(18)10d TO BEAt1
V)
Ld
W
HUSEC412 (WOOD)
3240
2510 (FLOG (10) 16d TO HEADER, (Io) Ibd To WOOD
3140 (ROOF)
0
HUC410 (CMU)
1810
5085 18-1/4'x 2-3/4" TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD
Z
Q
2
HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITFCT/ENGINEFR OF RECORD FOR WRITTEN APPROVAL
PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN -I' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN BE SUE35TITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
V)
L,3
I-
+++ MINIMUM EMBEDMENT INTO THE TOP of-- A 5OND5EAM WILL 5E 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL SE 1'
0
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 BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED,
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING -s IMAX / HDC GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZED PER A5TM-AI53
USE OF EXPANSION ANCHORS WILL E3E 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 CONSTRICTION CONNECTORS c-20015' , 'HIGH WIND -RESISTANT CONSTRUCTION
C-HW05-R', T-ANCHORSPEC01, AND ANCHORING 3 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG C-2009.
HEADER SPAN CHART
SINGLE
STORY APPLICATION
SIZE
gl-011
CLEAR SPAN
DOL 2
x 6
UP TO 5'-4"
DOL 2
x &
5'-4" TO I'-0"
D§L, 2
x 10
7'-0" TO loll -0"
DOL 2
x 12
10'-0" AND OVER
TW0 STORY" AFPLICATION DOWN STAIRS
1
SIZE
3
CLEAR SPAN
DOL 2
x
UP TO 5'-0"
DOL 2
x 8
5'-0" //
TO KJ' -4"
DBL. 2
x 10
6'-4" TO 8"-0"
DF3L. 2
x 12
8'-0" AND OVER
MINIMUM WALL AND HEADER
STUD REOUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
51-oll TO
gl-011
U.N.O.
4'-11 1/2"
-1'-11 1/2"
AND UP
NUM3ER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMPER OF FULL LENGTH STUDS
AT EACH END OF HEADER
1
2
3
r#2
x 12
SYF')
OSB
NAIL (3)12d a 6"-a" o.c.
TYP. 2x12 13M. HDR.
FRAMING NOTES:
1. HURRICANE STRAPS TO F3E MANUFACTURED E3Y
SIMFSON STRONG -TIE OR EoUAL, U.N.O.
2. TYPICAL HURRICANE STRAF5 ARE A5 FOLLOWS,
U.N.O:
* TRUSS TO MA50NI2Y/CONCRETE SHALL 5E
META-lro
* FLOOR J015T TO MASONRY/CONCRETE SHALL BE
HETA-Iro AT EACH END AND 32" ON
CENTER ON JOISTS I:DARALLEL TO WALL.
* TRUSS TO WOOD FRAMING SHALL BE MT5-12
3 -TRUSS TO TRUSS CONNECTIONS AND 44NCxERS
SHALL !3E DESIC-I:NED AND SUF'RLIED BY TRUSS
MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND
SEALED DRAWING5 FOR LOCATIONS, PROFILE, AND
SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SWAN CHART $ MINIMUM WALL 4 HEADER
STUD REQ. ARE STANDARD U.N.O ON 1=RAMINC:;
FLAN
2x4
/1((011 O.S.B.
2x4
�ALL.OW FOR DfRIP
EDGE AT BOTTOM
�. _F,4LSEE 5FAM
SCALE: NTS
i
IN)
I
�II �II rI II �,',rI �II II -11 II Ilii �n— �1 A—"��—'���J5 J5
N15
HI -1
— Nle
_ T1
T1
T1
--— _ = T1 =
I r— TI
— — T1I — — — =
b
T1 —
TI — ---
2X1 D BM TO &X6 POST
— TI (2) M6TA-24
POST TO SLAB
TI
T7
- Tl
T1 -
u l T3CD
_ v
I-22" X 54" _
ATTIC I TI �x WI I T3 "x
_ TI
TI = -Fri [1 - --- -- i
T1
— — — — — — — — — � NUG410 �< v�� NUC410
_ _ T1 — - UJ/8-3611X2 ��� ��V W/8-3if6"X2
TAPCONS C4 TAPCONS (4
(PER FLANGE) PER FLANGE))
TI
------- — — — s - COV® PORCH
w w
= Q A_ — — — — — T6C> E— —
T4 (Y T5
T4GE FIF- [ k >_
ROOF FRAMINIC-'41- PLAN
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
� innrri�i
LOT:
TUS C KA
SOUTH
LOT X45
PROJECT#
1703.00
MODEI.a
)'1970))
GARAGE S WTltTC':
LEFT
PAGE:
TRUSS
PLAN
)) A)) n )) B>,
ARCHITECT:
STATE OF FLORIDA
.JAMCANTWELL
AV NO 12079
r
DATE: 08/18/09
SCALE: 1/4"=1l-0»
SHEET
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
GB
110V OUTLET
VA
LAUNDRY/WASHER
20/1
1 12
I/2 OF OUTLET
REFRIGERATOR
15/1
110V OUTLET
WIRED TO
DISHWASHER
15/1
3 14
SWITCH
DISPOSAL
15/1
4 14
EuUIF'PED WITH
MICROWAVE/HOOD
15/1
110V OUTLET
GFROUND FAULT
DRYER
GFI
1,9 10
INTERRUPTER
RANGE
220V OUTLET
4 WIRE
CONNECTION
12000
WATER HEATER
30/2
WP
EXTERIOR
GROUND FAULT
CsFI
WATERPROOF
8000
A/C CONDENSER
OUTLET
INTERRUPTER
306-1
SWITCH
20/1
3
SWITCH
3 -WAY OPER
�)4
SWITCH
4 -WAY OPER
WALL
MOUNTED
38895
10000 100%
28895 40'0
110rol r05io
TOTAL VA
AMPS
38895
10000
11558
1194
25152
120
L IGHT
TOTAL VA
AMPS
21500
110(al
325(ol
13�
CEILING LIGHT
VAPOR
co)J
PROOF
VP
LIGHT
'
RECESSED
CAN
I CFM PER
VENT. FAN
50. FT.
VENT. FAN
I CFM PER
W/L IGHT
5Q. FT.
2' LIGHT 5TRIP
4' LIGHT STRIP
FLUORESCENT
2 -BULB WRAP
LIGHT
AROUND
2' FLUORESCENT
— — — —
4' FLUORE5CENT
4' TRACK L IGw"r
PANEL
METER
SMOKE
BATT. BACK-UP
OS.D.
DETECTOR
W/ HARDWIRE
INTER -
BATT. BACK-UP
MOUNTED
W/ HARDWIRE
SMOKE
INTER -
DETECTOR
CONNECTED
CARBONCARf3ON
MONOXIDE/
BATT, SACK -UP
W/ HARDWIRE
5/C0
SMOKE DETECTOR
INTER-
CONNECTED
�(
PENDANT
LIGHT
TELEPHONE
®
JACK
WATER HEAT.
WH
DISCONNECT
AIR. COND.
A/G
D 15CONNECT
TV.
TELEVISION
JACK
C G PDX
REQUIRED TO
BE 5UPPORTED
O
J-E30X
IN ACCORDANCE
W1 BOX MARKED
AS SUCH FOR
INSPECTION
CEILING
FAN/LIGHT
QUIRED TO
SUPPORTED
FLAS
CCORDANCOX
MARKED
SUCH FOR
INSPECTION
FLOOD
LIGHT
INTERCOM
SPEAKER
PUSH-
FOR
BUTTON
CHIMES
f LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED v HOMEOWNER
PRE -CONSTRUCTION MEETING.
ALL RECEPTACLES IN HABITABLE ROOMS
TO BE ARC FAULT PROTECTED PER NEC
210.12(b)
20 AMP DEDICATED LAUNDRY CIRCUIT.
GFI 6 15LAND (NOT ON KITCHEN CIRCUIT)
f D15HWASHER DISCONNECT TO 1'31=
LOCKOUT IN PANEL
• BATHROOM EXAU5T FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT.(FBC
200TRESI[DENT IAL CODE TABLE M15063)
METER
FEILD
VERIFY
LOCATION
I - L -d rv[_.
_ _ CHIMES
---
OPT. COACH LIGHTDPT, COACH LIGHTS
S ' ` - V SWI CO
4 SWITCH
TCH
ELECTRICAL PLAN
SITTING RM.
%j(� PRE -WIRE
CLG. FANS
O'ir"T. SITTING
F//
OPT. OWNER'S
RM.
SERVICE E3Y
OTHERS
#1910-R LOAD
INFORMATION
DESCRIPTION
GB
CKT WIRE
VA
LAUNDRY/WASHER
20/1
1 12
1500
REFRIGERATOR
15/1
2 14
1200
DISHWASHER
15/1
3 14
1200
DISPOSAL
15/1
4 14
1000
MICROWAVE/HOOD
15/1
5 14
1500
DRYER
30/2
1,9 10
5ro00
RANGE
40/2
8,10 8 o
12000
WATER HEATER
30/2
11,13 10
4500
A/C AIR HANDLER
30/2
12,14 10
8000
A/C CONDENSER
30/2
15,11 10
306-1
SMALL AFFIANCE CIRUITS
20/1
18,19,20 12
4500
19(o5 5Q. FT.
LIGHTING/REGEPT'a 3 WATTS
15/1
21 TO 29 14
5895
TOTAL LE55 A/C LOADS
15T 10000
REMAINDER PER NEC -220-30 (8)
A/H UNITS PER NEC -220-30 (C) (5)
38895
10000 100%
28895 40'0
110rol r05io
TOTAL VA
AMPS
38895
10000
11558
1194
25152
120
CALCULATION IF HEAT PUMP IS USED
TOTAL VA IN PANEL LESS A/C LOAD
HEAT PUMP LOAD PER NEG -220-30-(2) 100%
TOTAL VA
AMPS
21500
110(al
325(ol
13�
NOTES
*8 COPPER OR *6 ALUMINUM 15 ACCEPTABLE ON A 40 AMP
Q BREAKER FOR THE RANGE.
Q BEDROOM CKTS t0 HAVE ARC FAULT BRKS. COMBINATION TYPE
REQUIRED
OPT.
COACH
L IGHTS
� SWItCN
ELEVATION
(2) # 4/0 XHHW ALUMINUM CONDUCTO
(1) # 2/0 XHHW ALUMINUM NEUTRAL.
(1) # 4 XHHW ALUMINUM EQUIP.GRD
POWER COMPANY
PEDESTAL
L ECTF-,ICAL ISE
NEMA 3R
e
150
AMP.
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO.
99 C 79 & 99 D 99
COMBO
DISCONNECT
AND
METER CAN
150 AMP
120/240 VOLT
42 CIRCUITS
MLO
Geos Nr� I .So sa- �
cS', E mac,
#4 GND WIRE WITH
5/8" X 8 FT.AFPROVED
GROUND ROD
�8 FT. GROUNDING RODS 8 FT. APART
A R C H I T E C T S
Design
Group �nc.
1441. N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
sxmDIV. & LO:7
ri'USCKA
SOUTH
LOT #45
�'fF
PRO JEO
1703.00
MODEL:
1970"
G ADAC E SWING:
LEFT
PAGE:
ELECTRICAL
PLAN
ol
ARCHITECT:
STATE OF FLORIDA
41jo
.JAMS CANTWELL
AIR NO 12079
DA'T'E: 08/18/09
SCA—. :1/4"=T-01
SHEET
0 OF
1
(1)'5 REBAR VERTICALLY W/ GONG.
POUR CELL
INSULATION
TEXTURED FINISH
8' CMU
1/2' CaYP, WL. 15D.
U C = WOOD BASE
O
r
I a
z ,
� 4 '
4' GONG, REINF. W/ 6'x6' "10 WWM OR
_ FIBERMESH ON 6 -MIL POLY
°. ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
zpz
(2) 05 REBAR CN CHAIRS
1 -STORY FOOTING
1 W BLOCK WALL
6CALE: 1/2'-1'-0'
4' GONG, REINF. W/ 6'x6'
_ 1
010/10 WWM OR FIBERME6H ON
w 4' 6 -MIL POLY ETHYLf=NE VAPOR
E O BARRIER ON WELL -COMPACTED
`n U 8' CLEAN TERMITE TREATED FILL
(V 05 REBAR ON CHAIRS
4 THICKEN EDGE
SCALE: I/2' = I'-0'
4
4' CONC., REINF. W/ 6'x6' 010 WWM OR
FIBERME5H ON 6 -MIL POLY
4' 4 ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
GARAGE STEP-UP
NON-BEARING
GRADE
• °...a �° 4' GONG, REINF. W/ 6'x6' 010 WLM OR
/ FIBER-iESH ON 6 -MIL POLY
/ ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITF
«� U 4" S" 8" 4' X TREATED FILL
2'-0' ,4" , 05 REBAR ON CHAIRS
� CUNC-RETE FAD
POURED LINTEL CONT. (TYP.)
PRE-GAST HDR SIDES:
2X6 GARAGE DOOR BUCK W/ (3) )�'X8'
J -BOLTS 7' EMBEDMENT MIN. W/ 2'X2'XYe
8' CMU FILLED [WASHER AND NUT SPACED EVI=NLY FROM
CELL (TYP.) FLOOR TO GARAGE DOOR HDR. IN JOINTS
PRIOR TO FILLING,
I -2X6 PT BLOCK in CENTER OF DOOR
HEADER W/(1),�'X8' J-5OLT5 6'
EMBEDMENT W/ 2'X2'XYa' WASHER AND NUT
15 GARAGE DOOR INFO
SCALE: Irz' =1'-0'
M
(U'5 REBAR SET IN 51MP50N HIGH
STRENGTH EPDXY 7' EMBED. MIN.
° 4' GONG, REINR W/ 6'x6' 010 U M OR
4' FIBEF1"IESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL-GOMPAGTED CLEAN TERMITE
TREATED FILL
TYP. RETROFIT FOR
A OMITTED DOWELS
SCALE: 1/2'-I'-0'
O
U4' 8' L4-
SECURE BT. PLATE TO BILK W/ )j'
ANCHOR BOLT W/ 2" WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY T'
EMBED. MIN. 9 32' OC MAX.
4' GONG, REINS=. W/ 6'x6' "10 WWM OR
FIBERMEBH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
(2) 05 REBAR ON CHAIRS
I -STORY FOOTING
AT L.B.W. W UPLIFT
2 SCALE: 141.11-01
4' GONG, REINF. W/ 6'x6' 1I0 WWM OR
FIBERME5H ON 6 -MIL POLY
WETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
ni U 4' 8' 4' 4' TREATFD FILL
\—
I 4 (2)'5 REBAR ON CHAIRS
GARAGE STEP-UP
6 1 -STORY L. B.W.
SCALE:
RECESS FOR
5ra.D. TRACK
N FINISH FLOOR
4 . .
� O SLAB AT S.G.D.
POURED LINTEL CONT. (TYP-)
8' CMU FILLED CELL (TTP.)
—2X WALL FRAMING
ANCHOR BOLTS or (3A'X8'
J -BOLTS MIN. 7' EMBEDMENT W/ 2'X2'XI/8'
WASHER AND NUT SPACED EVENLY FROM
FLOOR TO BONA BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
501 -ID POUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
6 BLOCK WALL CONNECTION
SCALE: 1/2' -l' -O'
SECURE BT. PLATE TO SLAB W/ a'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY Z'
EMBED. MIN. e 32' OC MAX.
4.
• • 4' GONG, REINF. W/ 6'x6' •10 WWI"1 OR
FIBER'1E5H ON 6 -MIL POLY
F ETHYLENE VAPOR BARRIER ON
p WELL -COMPACTED CLEAN TERMITE
n U TREATED FILL
(3) 05 REBAR ON CHAIRS
2 -STORY FOOTING
4A AT L.B.W.
SGAL F=. 1/2' = I'
5 1/2' + HEAP OF GARAGE
VARIES WITH SLOPE
SECURE BT. PLATE TO SLAB W/ }'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
EMOEP. MIN. 0 32' oG MAX.
4 °
4' CONC, MNP. W/ 6'x6" *lm WWM`t OR
FIBERMESH ON 6 -MIL POLY
? ETHYLENE VAPOR BARRIER ON
> WELL -COMPACTED CLEAN TERMITE
n O 4' 6" 6" 4' 4 TREATED FILL
I -8' (3) +5 REBAR ON CHAIRS
GARAGE STEP-UP
6A 2 -STORY L.B.W.
SCALA: 1/2' =1' -�'
STUDS 16' Or. MAX
quo
5 1/1' a HEAD OP GARAGE
tRECESS
VARIES WITH SLOPE
= 4' COCINW/ 'x' "1m WWM O
I FIBERMESH ON 6 -MIL POLY
SECURE BT. PLATE TO SLAB W/
STUDS 16' O.G. MAX
ANCHOR BOLT W/ 2' WASHER SET IN
lL
5IM105ON NIGH STRENGTH EPDXY l'
Q
EMBER. MIN. m 32' OC MAX.
r— TREATED FILL
EATED FILL
>
( ) W2 REBAR ON CHAIRS
°
0'-0' FIN. FLR
v
(U s VERT. DOW1=L
4' GONG, REINF. W/ 6'x6' 1I0 WWM OR
FIBERME5H ON 6 -MIL POLY
WETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
ni U 4' 8' 4' 4' TREATFD FILL
\—
I 4 (2)'5 REBAR ON CHAIRS
GARAGE STEP-UP
6 1 -STORY L. B.W.
SCALE:
RECESS FOR
5ra.D. TRACK
N FINISH FLOOR
4 . .
� O SLAB AT S.G.D.
POURED LINTEL CONT. (TYP-)
8' CMU FILLED CELL (TTP.)
—2X WALL FRAMING
ANCHOR BOLTS or (3A'X8'
J -BOLTS MIN. 7' EMBEDMENT W/ 2'X2'XI/8'
WASHER AND NUT SPACED EVENLY FROM
FLOOR TO BONA BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
501 -ID POUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
6 BLOCK WALL CONNECTION
SCALE: 1/2' -l' -O'
SECURE BT. PLATE TO SLAB W/ a'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY Z'
EMBED. MIN. e 32' OC MAX.
4.
• • 4' GONG, REINF. W/ 6'x6' •10 WWI"1 OR
FIBER'1E5H ON 6 -MIL POLY
F ETHYLENE VAPOR BARRIER ON
p WELL -COMPACTED CLEAN TERMITE
n U TREATED FILL
(3) 05 REBAR ON CHAIRS
2 -STORY FOOTING
4A AT L.B.W.
SGAL F=. 1/2' = I'
5 1/2' + HEAP OF GARAGE
VARIES WITH SLOPE
SECURE BT. PLATE TO SLAB W/ }'
ANCHOR BOLT W/ 2' WASHER SET IN
SIMPSON HIGH STRENGTH EPDXY 1'
EMOEP. MIN. 0 32' oG MAX.
4 °
4' CONC, MNP. W/ 6'x6" *lm WWM`t OR
FIBERMESH ON 6 -MIL POLY
? ETHYLENE VAPOR BARRIER ON
> WELL -COMPACTED CLEAN TERMITE
n O 4' 6" 6" 4' 4 TREATED FILL
I -8' (3) +5 REBAR ON CHAIRS
GARAGE STEP-UP
6A 2 -STORY L.B.W.
SCALA: 1/2' =1' -�'
1� GARAGE DOOR FOOTING
CAULK ANP SEAL
79- _ �C,AS LINE
14' PVC SLEEVE FOR GAS LINE
5" CMU
N —
�1/2' DRYWALL
WOOP BASE
°
'a
17 GAS LINE THRU BLOCK
SCALE, I'=1'-0'
SECURE BT. PLATE TO SLAFs W/ 10d
CUT NAILS/ MA50NRY NAIL m 32' Or-.
MAX
-
FOR
quo
CiARACiE POOR
tRECESS
ETHYLENE VAPOR BARRIER ON
= 4' COCINW/ 'x' "1m WWM O
I FIBERMESH ON 6 -MIL POLY
CONC., REINF. W/ 6'x6' "10 WWM OR
STUDS 16' O.G. MAX
ERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL-CCMPACTED CLEAN TERMITE
HYLENE VAPOR BARRIER ON
LL -COMPACTED CLEAN TERMITE
r— TREATED FILL
EATED FILL
°
� I (2) +'5 REBAR toI-STORY
( ) W2 REBAR ON CHAIRS
1� GARAGE DOOR FOOTING
CAULK ANP SEAL
79- _ �C,AS LINE
14' PVC SLEEVE FOR GAS LINE
5" CMU
N —
�1/2' DRYWALL
WOOP BASE
°
'a
17 GAS LINE THRU BLOCK
SCALE, I'=1'-0'
SECURE BT. PLATE TO SLAFs W/ 10d
CUT NAILS/ MA50NRY NAIL m 32' Or-.
MAX
-
° .. 4' CONC, RI=TNF. W/ 6'x6' 910 WWW OR
quo
FIBERME5H ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
= 4' COCINW/ 'x' "1m WWM O
I FIBERMESH ON 6 -MIL POLY
WELL -COMPACTED CLEAN TERMITE
STUDS 16' O.G. MAX
TREATED FI
ETHYLENE VAPOR BARRIER ON
WELL-CCMPACTED CLEAN TERMITE
4' 8' 4'
(2) "5 REBAR ON CHAIRS
1 -STORY FOOTING
0AT-L
! 1/2', I'-0'
EXTENDED SLAB 11/2
CURB HEIGHT VARIES
1/2' RECESS FOR SERVICE DR
� a .
� 4' CONC, REINF. W/ 6'x6' X10 WU1M OR
FIBERMESH ON 6 -MIL POLY
4 ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
W(2) S REBAR ON CHAIRS
�0
U
SLAB AT GARAGE
SERVICE DOOR
SCALE: 1/2' -l' -O'
f
12 NOT USED
(2) Oa REBAR ON CHAIRS
2 -STORY
(3)'S REBAR ON CHAIRS
(U 05 REBAR VERTICALLY W/ GONG.
POUR GELL
R-42 INSULATION
a' GNU
1/2' GTP. WL. BD.
WOOD BASE
TEXTURED FINISH
R -Il INSULATION MIN.
STUDS 16' OjG. MAX
1/1' GYP. WL. ETD.
>WOOD 13A5E
2 Q SECURE BT. PLATE TO BLK W/
ANCHOR BOLT W/ 2' WASHER SET IN
U SIMPSON HIGH STRENGTH EPDXY T'
p EMBED. MIN. 0 32' OG MAX.
. r.
4 4' CONC, RE INF. W/ 6'x6 +'10 WU.M OR
FIBERIKESH ON 6 -MIL POLY
' ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
4' 8' ,4'
ni U (2)'5 REBAR ON CHAIRS
I' - 4'
1 -STORY FOOTING
3 W FRAME WALL
SCALE:
(1)'5 REBAR VERTICALLY W/ GONG.
POUR CELL
z - 8' CMU
ym IL
CUA HEIGHT VARIES
F-
�� ° 4
lK ,
>z
A ° 4' CONG., REINF_ W/ 6'x6' 010 WWI'1 OR
FI eRME5H ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
(2) "5 REF3AR GN CHAIRS
mU
1 -STORY FOOTING
8 AT GARAGE
1 (1)'5 REBAR VERTICALLY W/ GONG.
POUR CELL
R-42 INSULATION
Z TEXTURED FINISH
q o 8' CMU
I/1' GTP. WL. BD.
U
a� WOOD BASE
p 4' GONG, RE INF. W/ 6'x6' 010 WLM OR
FIBFRME6H ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
L (3) "5 REBAR ON CHAIRS
0 4' 6" 6" 4'
2 -STORY FOOTING
13 W BLOCK WALL
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 8' HOOK
GROUTED BOND BEAM
_ VARIES PER ELEV.
2 -STORY FOOTING
3 A W/ FRAME WALL
SCAL1 1/2'
(1) 05 REBAR VERTICALLY
W/ GONG. POUR CELL
8' GNU
= CURB HEIGHT VARIES
La 4' GONG., RE INF. W/ 6'x6' 110 01111 OR
F15ERMEBH ON 6 -MIL POLY
E IK - -
_ ETHYLENE VAPOR BARRIER ON
0 U WELL -COMPACTED CLEAN TERMITE
- TREATED FILL
F : �-
> z :,
(3)'5 REBAR ON CHAIRS
w °
° a
W> 4. 6„ 6.. 4"
0
2 -STORY FOOTING
A AT GARAGE
SCAL.r: 1/2 u =1'-m'
14 NOT USED
GROUTED BOND BEAM
VARIES PER ELEV.
TIE VERTICAL REBAR
E T TO HORIZATIONAL
FT 4 REBAR W/ 13' HOOK
VARIES PER ELEV.
GROUTED BOND BEAM
4
4d 4
IL II CLEANOUT REQUIRED
— I FOR INSPECTION
cv
0'-0' FIN. FLR.
sr , ;' TIE VERTICAL REBAR
4 n, TO HORIZATIONAL
REBAR W/ S' HOOK
HORIZONTAL/VERTICAL
REINFORCING AT
F' BEARING CHANGE
SCALE: 1/2'.]'-0'
ARCHITECTS
1441 N. RONALD RFAGAN 3LVI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
T-USCKA
SOUTH
LOO1-1I X45
PROJECT#
1703.00
M0DE14:
1970"
GARAGE S WIXG:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
NO 12079
i
DATE: 08/18/09
SCS: 1/4"=1'-0"
SHEET
ID I
or
£ 0.
f CLEANOUT REQUIRED
R-11 INSULATION MIN.
= 4' COCINW/ 'x' "1m WWM O
I FIBERMESH ON 6 -MIL POLY
l1+I
FOR INSPECTION
STUDS 16' O.G. MAX
ETHYLENE VAPOR BARRIER ON
WELL-CCMPACTED CLEAN TERMITE
L
E °
r— TREATED FILL
cv
°
� I (2) +'5 REBAR toI-STORY
� � ;I
0'-0' FIN. FLR
(3) 05 REBAR ,0 2-5TORYEF
(U s VERT. DOW1=L
TIE VERTICAL REBAR
OUTSIDE REBAR TO BE
LAPPED W/ BONA BEAM
6 PVC CHASE THRU FOOTING
'4 ° RE 3A RW/ a' o
REE)AR W/ 8' HOOK
4 ° CONTINUOUS
4
"
W/ 25"RLAP MINT C.ORNER6
'' ° •i
I
° 4
l
l
? I -STORY
L/
E
ETHYLENE VAPOR BARRIER ON
m O 4" 8" 4" (2) S REE3AR ON CHAIRS
0
U
Llu
ni �>(3)
-
2-5TORY
(3) 05 REBAR ON CHAIRS
05 REBAR ON CHAIRS
2'-1" MIN. LAP
PIPE THROUGH
TYP. REBAR LAP
1 -STORY FOOTING
HORIZONTAL/VERTICAL
B REBAR LAP AT FOOTING
c AT LINTEL CORNERSW
BLOCK WALL
RETNF'URCING
SCALE: 1/2'=1'-0'6CALE:
I/2'+l'-0'
F-100' EIZS AF ]E'Tl,ISIJ S ]C_,A1F3' S 70 ]EiE MT]LST. 12 13EL0 W T -T1-1 DIS TTCJf?,JE3P,D S 0lL
2 -STORY FOOTING
3 A W/ FRAME WALL
SCAL1 1/2'
(1) 05 REBAR VERTICALLY
W/ GONG. POUR CELL
8' GNU
= CURB HEIGHT VARIES
La 4' GONG., RE INF. W/ 6'x6' 110 01111 OR
F15ERMEBH ON 6 -MIL POLY
E IK - -
_ ETHYLENE VAPOR BARRIER ON
0 U WELL -COMPACTED CLEAN TERMITE
- TREATED FILL
F : �-
> z :,
(3)'5 REBAR ON CHAIRS
w °
° a
W> 4. 6„ 6.. 4"
0
2 -STORY FOOTING
A AT GARAGE
SCAL.r: 1/2 u =1'-m'
14 NOT USED
GROUTED BOND BEAM
VARIES PER ELEV.
TIE VERTICAL REBAR
E T TO HORIZATIONAL
FT 4 REBAR W/ 13' HOOK
VARIES PER ELEV.
GROUTED BOND BEAM
4
4d 4
IL II CLEANOUT REQUIRED
— I FOR INSPECTION
cv
0'-0' FIN. FLR.
sr , ;' TIE VERTICAL REBAR
4 n, TO HORIZATIONAL
REBAR W/ S' HOOK
HORIZONTAL/VERTICAL
REINFORCING AT
F' BEARING CHANGE
SCALE: 1/2'.]'-0'
ARCHITECTS
1441 N. RONALD RFAGAN 3LVI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
T-USCKA
SOUTH
LOO1-1I X45
PROJECT#
1703.00
M0DE14:
1970"
GARAGE S WIXG:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
NO 12079
i
DATE: 08/18/09
SCS: 1/4"=1'-0"
SHEET
ID I
or
TEXTURED FINISH
R-11 INSULATION MIN.
STUDS 16' O.G. MAX
1/2" GYP. WL. BD.
WOOD BA8E
Z
SECURE BT. PLATE TO BLK W/'
I
ANCHOR BOLT W/ 2' WASHER SET IN
�i
SIMPSON HIGH STRENGTH EPDXY 71'
Co
0
EMBED. MIN. 10 32' OC MAX.
Ole—
' 4
4' GONG, RE INF. W/ 6'x6' 010 UIX I OR
FfBERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
Llu
ni �>(3)
-
4 , 6 Ll-� 4', -
05 REBAR ON CHAIRS
2 -STORY FOOTING
3 A W/ FRAME WALL
SCAL1 1/2'
(1) 05 REBAR VERTICALLY
W/ GONG. POUR CELL
8' GNU
= CURB HEIGHT VARIES
La 4' GONG., RE INF. W/ 6'x6' 110 01111 OR
F15ERMEBH ON 6 -MIL POLY
E IK - -
_ ETHYLENE VAPOR BARRIER ON
0 U WELL -COMPACTED CLEAN TERMITE
- TREATED FILL
F : �-
> z :,
(3)'5 REBAR ON CHAIRS
w °
° a
W> 4. 6„ 6.. 4"
0
2 -STORY FOOTING
A AT GARAGE
SCAL.r: 1/2 u =1'-m'
14 NOT USED
GROUTED BOND BEAM
VARIES PER ELEV.
TIE VERTICAL REBAR
E T TO HORIZATIONAL
FT 4 REBAR W/ 13' HOOK
VARIES PER ELEV.
GROUTED BOND BEAM
4
4d 4
IL II CLEANOUT REQUIRED
— I FOR INSPECTION
cv
0'-0' FIN. FLR.
sr , ;' TIE VERTICAL REBAR
4 n, TO HORIZATIONAL
REBAR W/ S' HOOK
HORIZONTAL/VERTICAL
REINFORCING AT
F' BEARING CHANGE
SCALE: 1/2'.]'-0'
ARCHITECTS
1441 N. RONALD RFAGAN 3LVI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
T-USCKA
SOUTH
LOO1-1I X45
PROJECT#
1703.00
M0DE14:
1970"
GARAGE S WIXG:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
NO 12079
i
DATE: 08/18/09
SCS: 1/4"=1'-0"
SHEET
ID I
or
PANEL ANCHOR
SEALANT
SEALANT
-EXPANSION STRIP
FREE OF MORTAR
PANEL ANCHOR
1/4" EXP. BOLT
TWO PER ANCHOR
WALL FRAME SHOWN HERE
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING CAN BE
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
PANEL ANCHOR STYLE CONSTRUCTION
SECURE 2x6 MIN. TO FLK W/ (2) Y2'
ANCHOR BOLT W/ 2" WASHER SET
IN SIMPSON HIGH STRENGTH
EPDXY 6' EMBED.
E L
a
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
Lo
_SIDES:
2X6 GARAGE DOOR PUCK W/ (3) —
X"XS' J -BOLTS I' Et-15EDMENT MIN.
W/ 2'X2'Xye WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING;.
1-2X6 PT BLOCK w CENTER OF
DOOR HEADER W91) Y'X5" J-F30LT5
6' EMBEDMENT W/ 2'X2"X% WASHER
AND NUT
51
GARAGE DOOR
BUCK ATTACHMENT
SCALE: I/2' =1' -0"
� NOT USED
E
LINTEL PLATE
3/8" EXPANSION STRIP FREE OF MORTAR
LINTEL
SEALANT TO BE MIN.
1/2" DEEP
SEE NOTE
EXPANSION STRIP
—PANEL ANCHOR
GLASS BLOC<
NOTE: THIS DIMENSION IS
DETERMINED BY THE ANTICIPATED
DEFLECTION OF TE STRUCTURAL
MEMBER ABOVE THE GLASS 5LOC<
PANEL REINFORCING f2) 1=VERS- OTHER
BED JOINT MUST EXTEND THE
ENTIRE LENGTH OF THE PANEL BUT
NOT ACROSS EXPANSION JOINTS
GLASS BLOCK
POSITION (2) 1-1/4" 5-4
HEX WASHER HEAD WITH
ANTI -CORROSIVE COATING
TIGHT TO BEND OF ANCHOR
AND END OF SLOTTED HOLE
TYPE S OR N MORTAR
1/4" MIN. 1/2" MAX.
PANEL REINFORCING
MORTAR
jHALT EMULSION
1-3/4" X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GABLE END
W/(2)12d9EA. UPRIGHT
2X4 SECURED TO
G;Ae,LE ENG W/(2)124
O.G.
L-306
GABLE BLOCKING
TRUSS 2x4 BLOCKING
m EA. RAFTER
L-30 EA.
RAFTER
H2.5 EA.
RAFTER
2x4 RAFTI=R
m 2 4O.C.
2x4
FRAMING
(TYP)
4 FRAMED OVERHANG
N.r.s.
2X4 DBL TOP PLATE
Jul2x4 METAL STUD
24" O.G.
1/2' DRY WALL
�- 2X4 16' O.G. MAX
2X4 PT.
5T. PLATE
1/2' AB W/
MIN. I" EMBEDMENT
2" DIA. WASHER
32' O.G. MAX
REPAR CONT.
WOOD FRAME TO BLK.
SCALE: 1/2' =1'-0(9) "
SPARK ARREST
PER MANUFACTURER
1X2 PT. TOP OF BOX
DBL. TOP PLATE
2X4 STUD
TEXTURED FINISH OVER -
PAPER BACK EXP. MET.
LATH. W/ ON 0.3.5.
SHEATHING OR �' GDX
PLYWOOD
PRE. ENCS. TRUSS
1 � PLAN VIEW
SIMPSON H-5 (MIN.)
LENGTH
Q 2X4 TO TRUSS
PRE. ENG. TRUSS
TYP. EXTERIOR WINDOW/
5 DOOR OPENING WD FRAMED
SCALE: 1/2' =1' -0'
NAILINCa SCHEDULE
5P4 OR H-5 TOP PLATE TO STUDS
"-0' A13V. 10'-0' LEVEL TO ROOF
)R 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
SIMPSON H-5 (MIN.)
o 2X4 TO TRUSS
1 CHIMNEY DETAILS
SCALE: I/2" =1' -0'
PRE -ENG TRUSSES W/ TRUSS
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE STUDS 4w 16' O.G.
MAX
51MP50N L5TA-12 m EA. JACK
STUD, BOTH 51DE5 OF
OPENING.
2x STUDS m 16' O.C. MAX W/
SHEATHING;_ SHEATHING TO PE
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 m A TIME.
USE 12d NAILS, TWO WITHIN 6'
FROM EACH END 4 NO MORE
THAN 121 O.C. STAGGERED
SP4 OR H5 6 TOP AND
BOTTOM PLATES w 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.
ROOF DIAPHRAGM
USE 7/1(v' 0.5.8. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 41 O.C. AT
SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.C_ AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE 05 GUN NAILS m 4" O.C.
EXTERIOR SHEATHING
USE 7/16' O.S.B. OR 1/2' PLY WITH {48 RING SHANK GUN NAILS AT 6" O.C. AT
PANEL SIDES AND 448 RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM
PANEL AND *8 RING; SHANK GUN NAILS AT 6' O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING; SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL FEaUlfPEilENTS
51ZE
HEAD
LENGTH
DIA.
TENSILE 5TIR
ad
ROUND,MODIFIED
1 1/8'
.113
110000
WITHIN 8" OF EACH
OR T
END AND 18' O.G. MAX
Eg
SPACING.
1(dd
ROUND MODIFIED
2 I/8'
.128
I10,000
OR T
_
_
TOP CORD BLOCKING AT 4'
O.C. MAX_ IN FIRST 2 FRAMING
SPACES AT EACH END.
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS
STAPLE, NAIL 4 TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING
2. RING DIAMETER OF 0.012 OVER SHANK DIAMETEg
3. 16 TO 20 RINGS PER INCH
4. 0280 INCH FULL ROUND HEAD DIAMETER
5. 2 INCH NAIL LENGTH
F00t S�4E AT�4INC:� LX'OL�T
AN1 ) ENOLUAL.L. 51Z,ACINC�;
FOS' GABLE END FF�AA INCA
SECURE 2x TO BLOCK
W/ (2) a" TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 1 J')
FRECA5T L
WITHIN 8" OF EACH
a "- a
END AND 18' O.G. MAX
Eg
SPACING.
ROUGH OPENING
LIP 'TO 8I -U°
CDX PLYWOOD
7.
W -
4V Qu
U
-E
L\
_
_
[
pRl=GA57 SILL
SECURE 2x TO BLOCK
W/ (2) a" TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 1 J')
o
WITHIN 8" OF EACH
a "- a
END AND 18' O.G. MAX
Eg
SPACING.
O.S.B. SHEATHING OR e
CDX PLYWOOD
`- 2x4 BLOCKS
�- CMU WALL
ARCH WINDOW FRAME A SECTION
SCALE: 1/2"ml'-O"
I `l O T E = TYP. EXT. SHEATH INC ATTACHMENT
FOR SHEAR 4 UPLIFT (0.5.8. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REQUIRED EXCEPT o OPENINGS
08 RING SHANK GUN MAILS w 4'0.c.
TOP 4 F3OTTOM EpGEB
z
-30
0w
P
-E
0)o
P-wl/_IwICCat 1
TRUe
MTS -
2X4
BTM.
PLA-
MTS -
32" C
PRE-�-.�II.� �I� -
TRU55
�J
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
7/1(01 05.8.
1/2' A.S. W/ MIN.
7" EMBEDMENT
LOCATE 6"-8" FROM ENDS
AND 32" O.G. MAX.
TEXTURED FINISH
META -16
S' CMU WALL
KNEE WALL DETAIL
TOB
SCALE: 1/2'
2X4X4' SECURE TO TRUSS W/ 3-12d
6"-8" O.C. MAX TYP.
2X4 SECURE TO 2X4 BLK W/2-126
SECURE TO BLK W/ META -16
2'-0" EXT
SCALE: 1/2'=I' -O'
8 RING SHANK GUN NAILS
m (o' O.C_ IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING; (0.5.8. TO BE STRUCTURAL GRADE)
448 2" DECK SCREWS m
O.C. MAX m EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING -�
TYP. 3/4" T4G SU5-FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENG. TRUSS —�
DBL. 2X TOP PLATE
7/16" O.S.B. Q
2X PLOCKING m rN
TOP OF
7/16' 0.5.8.
2X STUDS 16" O.C. MAX.
2X BTM. PLATE
<z
3/41 FLOOR DECKING ---__ G
lu
PRE- ENGINEERED e
FLOOR TRUSS
2X4 m TOP
4 BOTTOM CONT.
:z_
HETA-16
BLK WALL
10 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK.
W/ 1/4' GAP FROM 51-K. TO 0.6 -5 -
HORIZONTAL 2X S_P.F. STRUCTURAL BLOCKING AT
PERIMETER OF 0.8.l3. TO PROVIDE CONT. NAIL PATTERN
(3) REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
V SHEATHING lw TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET 13ELOW
0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
EXT. WALL SHEATHING
A R C H IT E C T S
Design
Group-inc.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDiv & 1=.OT:
TUSCKA
SOUTH
LUT X45
PROJECT#
1703.00
M®DEI.:
1970"
GARAGE SWING:
LEFT'
PAGE:
MISC.
DETAILS
ARCHITECT
STATE OF FLORIDA
NO
DATE: 08/18/09"
SCAB:1/411=1j-0
SHEET
OF
FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN2x4 BLOCKING BETWEEN
OVER #15 FELT PAPER ON FIBERGLASS SHINGLES ---- -� TRUSSES AT FIRST TWO BAYS
TRUSSES AT FIRST TWO BAYS OVER #15 FELT PAPER ON 4'-0" O.C. CAT SHEATHING
Imo° D.S.B. SHEATHING OF, 4'-0" O.C. (AT SHEATHING
CDX PLYLUOOD SECURED SEAMS) �� O.S.B. SHEATHING OR 2" SEAMS)
PER NAILING SCHEDULE CDX PLYWOOD SECURED - -- P{zE-ENCS GABLE TRUSS
PRE -ENG GABLE TRUSS PER NA(L.fNC-c SCHEDULE
P.T. 1x2 LU/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE DONT. 2x4 RAT RUN SECURED LU/ (2)
FIBERGLASS SHINGLES 2x4 SUB -BAND `
CONT. 2x4 RAT RUN SECURED 2x4 SUB -BANE) 12d'!3 �@ EACH TRUSS
OVER #15 FELT PAPER ON ALUM_ SOFFIT TO BE INSTALLED �-MID. POINT OF
II o 11 W1 (2) 12d's @ EACH ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX.
O.S.B. SNE,4T4-IINC� %' STIFFBACK AT ALL UPRIGHTS TO F3E INSTALLED D
CDX PLYWOOD SECURED OVER 4'-10" HIGH (SEE POINT OF TRUSS SPAN, OR STfF1=BACK AT ALL SEE ENERGY CODE FORMS
PER NAILING SGHEQULF SEALED ENCS_ FOR SIZE 10'-0" O.G. MAX. UPRIGHTS OVER 4'-10" FOR INSULATION R -VALUES_
HIGH (SEE SEALED ENG. �" GYPSUM BOARD OR
CONDITION.) ` SEE ENERGY CODE FORMS _ a
PRE -ENG TRUSS - - - SEE ENERGY CODE FORMS 1 I11 - F012 SIZE CONDITION.) NIGH STRENGTH CLC.
O.S.B. SHEATHING OR 2 _ 1=0R INSULATION R -VALUES. l� O_S_B_ 54�EATN(NC OR 2' BOARD
FOR INSULATION R -VALUES_ CDX PLYWOOD. ATTACHED - - �„ 1..
MTL. DRIP EDGE GYPSUM BOARD OR - CDX PLYWOOD. ATTACHED - 2x4 NAILER
�" GYPSUM BOARD OR 2" 1-I(CN i�E%' NAILING SCHEDULE ON 1 -}ICON STRENC�TN CLCD. 2 PER NAILING SCHEDULE ON -
STRENGTH CLG. BOARD SHEET D5
2x4 SUB -BAND - •;.' n -_ BOARD SI -IFFY p5 - _ 2x4 0 24" O.C. � INTE1210fi�
SOFFIT - CONC. FILLED LINTEL BLK 1 LONG. FILLED LINTEL BLK „ KNEE WALL
VENTED ALUM - LU/ (1) #5 REBAR CONTINUOUS /a THICK, 3 COAT CEMENT /a THICK, 3 COAT CEMENT GONG. FILLED LINTEL BLK
PLASTER OVER GRADE UJ/ (1) #5 REBAi2 CONTINUOUS PLASTER' OVER C;RADE
PRECAST LINTEL IDII FELT PAPER BACK "D" FELT PAPER BACK UJ/ (1) REBAR CONTINUOUS
EMBED. STRAP VERIFY W1 METAL LATH OVER
R-4.2 �3ATT. INSUL_
R-4.2 PATI. INSUL. METAL LATH OVER �'--- PRECAST LINTEL
TRUSS PLAN
APPROVED HOUSE WRAP PRECAST LINTEL APPROVED HOUSE WRAP
OR GRADE "D" FELT OR GRADE "D" FELT WINDOW ATTACHMENT AS
1 WINDOW ATTACHMENT AS WINDOW ATTACHMENT AS
2 THICK, 2 COAT CEMENT- PER MANUFACTURES P'A'PER PER MANUFACTURES E'A'PER
.-----� PER MANUFACTURES
PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED Sfi FGIFICATIONS
DIRECTLY TO MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2)
SECURE GABLE TO 2xa P.T. SECURE GABLE TO 2x6 P.T. I _.---f""� PRECAST SILL
(l) #5 REBAR VERTICALLY(1) #5 REBAR VERTICALLY (1) #5 REBAR VERTICALLY
LU/ GONG. POUR CELL PLATE UJ/ 12d's 8" O.C. MAX UJ/ CONC. POUR CELL PLATE UJ/ 12d'5 8" O.C. MAX - LU/ GONG. POUR CELL
(° = 1x2 P.T. FURRING STRIPS SECURE 2xa PT. PLATE TO ( RDING STRIPS SECURE 2x(o PT. PLATE TO 1x2 P.T. FURRING STRIPS
lx2 P.T. FUR
�.. -
1 �o O.G. 1 1�o O.C. _
_ BLK uJ/ 2 xg ANCHOR BOLT W1 LK W1 2 xc3 ANCHOR BOLT W/ 1� o.c.
2" WASHER SET IN SIMPSON _ _ 2 WASHER SET IN SIMPSON _ _ a" CMU
a CMU a CMu
HIGH STRENGTH EPDXY 1 : I HIGH STRENGTH EPDXY -1" - - 1/2" GY . LUL. BD.
- ---- 1/2 GYP. WL. BD. 1/2 G T F. LUL. BD. - - UJOOp F3ASE
WOOD BASE EMBED. MIN. 32" OC MAX. AIN
LUOOD BASEEMBED MIN. 32" OC MAX. - ---__-
_ ..0 -
2"THICK, 2 COAT CEMENT " z'THICK, 2 COAT CEMENT
?4
PLASTER APPLIED f PLASTER APPLIED
a I CTLY TO MASONRY
A DIRECTLY TO MASONRY nv
a DRE a ,
4
a
4
n
1- STORY GABLE
1 -STORY 1 -STORY GABLE W/ VAULT' CLG.
B LO C K WALL BLOCK WALL B BLOCK -WALL
SCALE: 3/4" =1' -0" 1A SCALE: 3/4`=1'-0` SCALE: 3/4"=I'-0`
2X4: ® 2X4: ® 2X4: CEI
SECURE TO BLOCK W/ 3/f6" SECURE TO BLOCK W/ 3/f4,' SECURE TO BLOCK W/Y4'
TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145
MIN. HEAP SIZE .300 MIN. HEAD 51ZE .300 MIN. HEAD 51ZE 300
MIN. EMBEDMFNT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4')
WITHIN 0' OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4
j� 18' O.C. MAX 5PACIN6F. 16' O.G. MAX SPACING-:. IS' O.G. MAX SPACING.
8' CMU 2X6: ® 2X6: 175;�n 2X6' ® NOTE: STRUCTURAL 2X MUST
NOTE: STRUCTURAL 2X MUST 3 SECURE TO BLOCK W/1-1/4'
I' DRYWALL SECURE , BLOCK WF-3/fm' BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE FIN TAPCONS BE ON OUTSIDE 4 SECURED
NOTE: STRUCTURAL 2X MUST PCONS OR DRIVE PIN
I'X4" OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN THROUGH NON-STRUCTURAL
(MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 5ECURED (MIN. SHANK SIZE .145
1x4 P.T. OR 5/4'X4' MIN. SECURE MIN. HEAD SIZE .300, %' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 E6' EMBEFCONDMENT
MIN. I
THRU FRAME 4 EXTEND 1-Y4" MIN. EMBEDMENT I Y4') EMBEDMENT INTO BLOCK. MIN. EME3EDMENT 1 Y4') 3i{6' TAPCON MIN. 1-Y4" MIN. EMBEDMENT 1 Y4') EMBEEDMENT INTO BLOCK
INTO BLOCK W/ %,' TAPCONS WITHIN8" OF EACH END d WITHIN S" OF EACH END 4 EMBEDMENT INTO 5LOCK. WITHIN 8' OF EACH FNP d
„ 1 , OR DRIVE PIN 18' O.C. MAX SPACING. S' CMU 18' O.C. MAX 5PAC-ING. la' O.G. MAX SPACING. 2' cRu
2 CDiC (MIN. SHANK SIZE .145 Y2' DR-TWALL s' CMU ' DRYWALL
L
MIN. HEAD SIZE 300 2X8' ® 1"X4' OR I'X2' P.T. NAILER 2X8' ® 3 i' DRYWALL SECURE BLOCK W/1-1/4' 1'X4' OR I'X2' P.T. NAILER
TYVEK BUILDING IURAP MIN. EMBEDMENT I -Ya' SECURE TO BLOCK W/2-3/fb' SECURE TO BLOCK W/2 -Yb ,
WITHIN 8" OF EACH END 4 18' TAPCONS OR DRIVE PIN �6" 0.58. X 4' MIN. TAPCONS OR DRIVE PIN 1'X4' OR 1'X2 P.T. NAILER TAPCONS OR DRIVE PIN xb' 0.5.E3. X 4' MIN.
PAPER BACK O.C. MAX SPACING (MIN. SHANK SIZE .145 --DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .1 0 -DOOR CASING
C ALV'D 1 ITL. LATH -DOOR GA51NCx MIN. HEAD SIZE .300 -DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW
„ - DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER
TAX-1-UR�D WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8" OF EACH END 4 MANUI=ACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER
ATTACH TO 2X PER la' O.C. MAX SPACING. IS O.C. MAX SPACING. IS O.G. MAX SPACING. MANUFACTURES DETAILS.
FiN15H @ WOOD MANUFACTURES DETAILS.
WOOD U)EEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT FXCEEp Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUME JAMB (Do NOT EXCEED Y4")
CONSTRUCTION f 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"
x WINDOW TO BLOCK +3 4 OR
+5/4 WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" WINDOW 'I'0 BLOCK +3-7 16"
° 41
..
2X4:
2X4: ® 2X4: CEO
2X4:
Sll CMU SECURE TO BLOCK W/ 3/fb' SECURE TO BLOCK W/ 3ifa" SECURE TO BLOCK W/ 3i(g' SECURE TO BLOCK W/Y4"
TAPCON5 OR DRIVE PIN TAPCON6 OR DRIVE PIN TAPGON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN
1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145
MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300
FIN15H MASONRY MIN. 1=115EDMFNT 1,y4') MIN. EMBEDMENT I Y4') MIN. EMB)=DMENT 1 Y4') MIN. EMBEDMENT 1 Y4')
- + WITHIN a" OF EACH END 4 WITHIN 8" OF EACH END NOTE: STRUCTURAL 2X MUST 4 WITHIN a" OF EACH END 4 SE ON OUTSIDE 4 SECURED WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING. la' o.c. MAX SPACING. la' O.C. MAX SPACING. THROUGH NON-STRUCTURAL la' O.G. MAX SPACINCz.
2X6: ® 2Xro- ® 2X6: ® 3/fb' TAPCON MIN. 1-Y4" 2X("
SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-34' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-34' EMEEDMENT INTO BLOCK. SECURE TO BLOCK W/1-1/4'
TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-5TRUCTURAL (MIN. SHANK 51ZE .145 a' CMU (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED
MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 3/f6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 /�Y2' DRYWALL MIN. HEAD SIZE -300 THROUGH NON-STRUCTURAL
WEEP SCREED MIN. EMBEDMENT 1,V4') MIN. EMBEDMENT 149 EMBEDMENT INTO BLOCK MIN. EMk3EPMENT I Y4') / 1'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT 1,V4') )V TAPCON MIN. 1-Y4'
WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH FND 4 FMBEDMENT INTO E3LOCK.
DETAIL C WOOD TO' GMU
la' O.C.o.c. MAX SPACING. 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 2ND 2X SECURE TO IS' O.G. MAX SPACING.
8' CMU Ye" DRYWALL STRUCTURAL MEMBER W/(2)124 8' GMU
2xa: ® 1�' DRYWALL 2xa: ® 1'x4' OR I'X2' P.T. NAILER 2x8: ® 3 WITHIN a' of EACH END 4 6' 2xa: ® �' DRYWALL
LOCK CONNECTION SECURE TO BLOCK WP-3/fe' SECURE TO FLOCK WP-3/(�' SECURE TO BLOCK WF-/(�' TO 8' O.G. MAX SECURE t0 BLOCK W/1 -I/4' I"X4' OR I'X2' P.T. NAILER-
TAPCONS OR DRIVE PIN 1X4 OR i X2 P.T. NAILER TAPGONS oR DRIVE PIN 1' P.T. X 4" MIN. TAPCONS oR DRIVE PIN TAPCONS OR DRIVE PIN
i _ i n (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 -�--DOOR CASING (MIN. SHANK SIZE .145 ��DOOR CA51NG (MIN. SHANK SIZE .145 1' P.T. X 4' MIN.
SCALE: 1 1/2 = 1 -0 MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 �_ MIN. HEAD SIZE 300
POOR JAMB OR WINDOW POOR JAMB OR WINDOW POOR JAMB OR WINDOW DOOR CASING
MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MIN. EMBEDMENT 1,V4') ATTACH TO 2X PER MIN_ EMBEDMENT 149 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') DOORJAMB OR WINDOW
WITHIN 8" OF EACH END 4 MANUFACTURES DETAILS. WITHIN S OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8 OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 ATTACH TO 2X PER
18' O -C. MAX SPACING. 18' O -C. MAX SPACING:IS' O.G. MAX SPACING. MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUME JAMB (DO NOT EXCEED A') NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM A5 NEEDED TO PLUMES JAMS (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/,2" DOOR JAMB TO BLOCK +2 1/,4 DOOR JAMB 'PO BLOCK +3" DOOR JAMB TO BLOCK +3` 3/4"
B -WINDOW TO BLOCK +1-1/2" D WINDOW TO BLOCK +2 1/4)) F WINDOW TO BLOCK +3 C�o
WINDOW TO BLKK +3 3 4
SCALE: 1' =1' -0" SCALE: 1' = I' -!d" SCALE: 1' =1 ' -0"
A R C H I T E C T S
Design
Grououp �n�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
TUSCKA
SOUTH
LOT X45
PROJEC d #
1703.00
"1970"
GARAGE SWING:
LEFT
PAGE:
MONOLITHIC
1 -STORY
WALL
SECTIONS
& NOTES
ARCHITECT:
STATE OF FLORIDA
40'��
�6
JAM S TWELL
NO 12079
DATE: 08/18/09
SCS: 1/4"=1'-0"
SHEET
D 30F�
FIBERGLASS SHINGLES FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER2x4 BLOCKING BETWEEN
OVER #15 FELT PAPER ON OVER #15 FELT PAFER ON 2x4 BLOCKING BETWEEN #15 FELT PAPER ON -f/1(o° TRUSSES AT FIRST TWO BAYS
O.S.B. SHEATHING OR 2 -1/16 O.S.B. SHEATHING OR TRU55E5 AT FIRST TWO BAYS 0.5.3_ SHEATHING OR z CDX 4 -O O.G. (AT SHEATHING
CDX PLYWOOD SECURED CDX PLYWOOD SECURED 4'-0' O.G. (AT SHEATHING PLYWOOD SECURED PER SEAMS)
PER NAILING SCHEDULE PER NAILING SCHEDULE
SEAMS) NAILING SCHEDULE PRE -ENG GABLE TRUSS
PRE -ENG TRUSS--�� MTL_ DRIP EDGE PRE -ENG GABLE TRUSS MTL_ DRIP EDGE DONT. 2x4 RAT RUN SECURED
2x4 SUB -BAND CONT. 2x4 RAT RUN SECURED 2x4 SUB -BAND
W/ (2) 126'5 EACH TRUSS
MTL. DRIP EDGE �� r
SEE ENERGY CODE FORMS W/ (2) 12d's EACH TRUSS SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES. ALUM. SOFFIT ALUM. SOFFIT FOR INSULATION R -VALUES.
2x4 SUB-BAND5STIFFBAGK AT ALL UPRIGHTS
a GYPSUM BOARD OR 2 STfFF6ACK AT ALL OVER 4'-10" HIGH (SEE 8" GYPSUM BOARD OR
VENTED ALUM. HIGH STRENGTH CLC_ UPRIGHTS OVER 4'-10" HIGH STRENGTH CLG.
SOFFIT BOARD HIGH (SEE SEALED ENG. SEALED ENG. FOR SIZE BOARD
DOUBLE TOP PLATE TWIST STRAP VERIFY W/ FOR SIZE CONDITION) CONDITION) ! 2x4 NAILER
SEE ENERGY CODE FORMS SECURE 2x4 PLATE TO WALL.
TRUSS PLAN SECURE 2x4 PLATE TO '� '--2x4 24" O_C_ INTERIOR
WINDOW HEADER SIZE WALL W/ 3"x6" THRU-BOLTS =y FOR INSULATION R -VALUES. all THRU-BOLTS 32" O.G. �T KNEE WALL
MAX THEN SECURE GABLE TO �� _ DOUBLE TOP PLATE
VARIES PER WINDOW X32" O.G. MAX THEN 2x4 PLATE W/ 126'5 �" O.C. MAX
OPENING SEE HEADER SECURE GABLE TO 2x4 8� GYPSUM BOARD OR
OR _� — 2xe OR 2x8 STUDS 0 lro" O.G.
SPAN CHART FOR HIGH STRENGTH CLG.
DETAILS WINDOW ATTACHMENT AS PLATE W/ 12d'5 8" O.C. MAX SECURE GABLE TO DBL TOP ``- MAX W/ R-11 BATT. INSUL. MIN.
�� PER MANUFACTURES OR BOARD PLATE W/ SIMPSON HTC4 @ 24" WINDOW HEADER SIZE
i6 0.5.6. SHEATHING OR SPECIFICATIONS SECURE C -;ABLE To DBL DOUBLE TOP PLATE O.C. MAX VARIES PER WINDOW
CDX PLYWOOD. TOP PLATE W/ SIMPSON OPENING SEE HEADER SPAN
ATTACHED PEi� NAILING WINDOW SILL HTC4 � 24" O.C. MAX CHART FOR DETAILS
SCHEDULE ON SHEET D5. WINDOW ATTACHMENT AS 2 x8 0 R 2x8 GABLE WALL
2x STUDS 10O.G. MAX W/ WINDOOW HEADER SIZE
R-11 BATT. INSUL. MIN. VARIES PER WINDOW PER MANUFACTURER FIBERGLASS SHINGLES
SPECIFICATIONS
THICK, 3 COAT CEMENT OPENING SEE HEADER SPAN OVER 4115 FELT PAPER ON 2x4 3LOCKING BETWEEN
PLASTER OVER GRADE 4" T G SUBFLOOR GLUED CHART FOUR DETAILS WINDOW SILL -f/1�" O_S_B_ SHEATHING OR TRU55E5 AT FIRST TWO BAYS
"D" FELT PAPER BAGK -` AND NAILED AS PER
NAILING SCHEDULE 1 O_S.B_ SHEATHING OR ' cpx PLYWOOD 4'-r�° O.C. CAT SHEATHING
METAL LATH OVER �� CDX PLYWOOD_ 2x STUDS I�" O.G. MAX W/ SECURED PER NAILING SEAMS)
APPROVED HOUSE WRAP ATTACHED PER NAILING ;y R-11 BATT. INSUL. MIN. SCHEDULE - -- ------ - --- __
OR GRADE "D" FELT y=-} SCHEDULE ON SHEET D5 - FRE -ENCS GABLE TRUSS
PAPER 4" T 4 G SUBFLOOR GLUED
NOTE: SHEATHING MUST /a THICK, 3 GOAT CEMENT AND NAILED A5 PER MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED
NOT BREAK 1'-0" MIN, PLASTER OVER GRADE NAILING SCHEDULE W/ (2) 12d's EACH TRU55
FROM 2ND FLR LINE - D FELT PAPER' BACK 2x4 5U5 -BAND SEE ENERGY CODE FORMS
METAL LATH OVER
2x4 CONT. 'a TOP AND PRE -ENG FLOOR TRUSS APPROVED HOUSE WRAP - ALUM. SOFFIT FOR INSULATION R -VALUES.
( INSTALL PER MFG. SPECS.)
BT. OF FLR TRUSS (TOP OR GRADE "D" FELT
2x4 SUPPORTS BTS STfFFUAOCK AT ALL UPRIGHTS r 8" GYPSUM BOARD OR 2°
a GYPSUM BOARD OR PAPER
PLATE OF 2ND FLR, BT. HIGH STRENGTH CLG. OVER 4'-10" HIGH ( EE HIGH STRENGTH CLG_
2x4 IS FOR WALL - BOARD NOTE: SHEATHING MUST PRE -ENG FLOOR TRUSS SEALED ENG. FOR SIZE 4 -' BOARD
NOT BREAK 1'-0" MIN. - (INSTALL PER MFG. SPECS.) CONDITION)
SHEATHING NAILER) CONC. FILLED LINTEL BLK FROM 2ND FLR LINE 2x4 NAILER
`W� W/ (1) #5 REBAR CONTINUOUS -
" GYPSUM BOARD OR 2" SECURE GA5LE TO DBL
WEEP SCREED - HIGH STRENGTH CLG. TOP PLATE W/ SIMPSON
(SEE DETAIL 2A) R-4.2 BATT, INSUL. 2x4 CONT. TOP AND ! 2x4 w 24" O.G. INTERIOR
BT. OF FLR TRUSS (TOP BOARD HTC4 24 O_G_ MAX KNEE WALL
EMBED. STi<'.AF' VERIFY PRECAST LINTEL 2x4 SUPPORTS BT -
W/ TRUSS PLAN WINDOW ATTACHMENT A5 CONC. FILLED LINTEL 6LK DOUBLE TOP PLATE
PLATE OF 2ND FOR, 3T_ W/ (1) #5 RE5AR CONTINUOUS WINDOW ATTACHMENT AS
PER MANUFACTURES 2x4 IS FOR WALL WINDOW HEADER SIZE PER MANUFACTURER
"THICK, 2 COAT CEMENT 5F'ECIFICATIONS SHEATHING NAILER) PRECAST LINTEL VARIES FER WINDOW SPECIFICATIONS
PLASTER APPLIED PRECAST SILL WINDOW ATTACHMENT AS OPENING SEE HEADER SPAN
(1) #5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER CHART FOR DETAILS WINDOW SILL
DIRECTLY To MASONRY W/ cor1G. POUR CELL (SEE DETAIL 2A)SPECIFICATIONS ,,-6 0.5.6. SHEATHING OR 2" �--- 2x STUDS 16° o.c. MAX W/
I - lx2 P.T. FURRING STRIPS PRECAST SILL CDX 1='LYWOOp. R-11 BATT. INSUL. MIN.
2—STORY
l6" O.C. EMBED_ STRAP VERIFY (1) #5 REBAR VERTICALLY ATTACHED PER NAILING
W/ TRUSS PLAN SCHEDULE ON SHEET D5" T G SUBFLOOR GLUED
FIRST FLOOR a „cMu _ W/ GoNc. PouR CELL 4 5
_ 1/2 GYP. WL. BD. '"THICK 2 COAT CEMENT � - 1x2 P.T. FURRING STRIPS � ,� AND NAILED A PER
BLOCK SECOND - WOOD BASE PLASTER APPLIED i 1� O C /a THICK, 3 COAT CEMENT NAILING SCHEDULE
PLASTER OVER GRADE
FLOOR FRAME ' - � DIRECTLY To MASONRY _ -
a CMU "D" FELT PAPER BACK
SCALE: 3/4" _ 1. ®Ou ° ° t .., M -1/2" GYP- WL. BD_
METAL LATH OVER
2—STORY GABLE _ APPRoVED HOUSE WRAP
a ° WOOD BASE
FIRST FLOOR OR GRADE "D" FELT -
a . PAPER BLOCK C �K � E C O ND �' PRE -ENG FLOOR TRUSS
° °. _ ( INSTALL PER MFG. SPECS.)
NOTE: SHEATHING MUST -
A FLOOR FRAME a NOT BREAK 1' -O" MIN_ =" GYPSUM BOARD OR z"
8
SCALE: 3/4`=I'-0` �' FROM 2ND FLR LINE , ;� `` HIGH STRENGTH CLC-i.°2x4 CONT. e TOP AND 6T. -_ BOARD
OF FLR TRU55 (TOP 2x4 - --� CONC. FILLED LINTEL BLK
O.S.B. SHEATHING OR " CF -)x SUPPORTS 6T PLATE OF W/ (1) #5 REBAR CONTINUOUS
2x STUDS 16" O.G. MAX W/ PLYWOOD. ATTACHED fi ER 2ND FLfi;:, BT. IS FOR WALL PRECAST LINTEL
R-11 BATT. INSUL. MIN. — NAILING SCHEDULE ON SHEET 2x STUDS 1�" O.C. MAX W/ 1.. SHEATHING NAILER)
_ �1/I ro 0.5.1=3. OR 2 CpX
" T G SUBFLOOR GLUED �' D5 R -II BATT. INSUL. MIN. WINDOW ATTACHMENT A5
-� � � _ � TYVEK BUILDIN�� WRAFPER MANUFACTURER
THICK, 3 COAT GEMENT T 4 G SUBFLOOR' GLUED WEEP SCREED SPECIFICATIONS
AND NAILED AS PER PLASTER APPLIED TO METAL AND NAILED AS PER ; x PAPER BACK CSEE DETAIL 2A)
NAILING SCHEDULE — X G-�ALV'D MTL. LATH (1) #55 REBAR VERTICALLY
77777777 LATH OVER 2 LAYERS OF NAILING SCHEDULE
GRADE D BUILDING PAPER 1/0" TEXTURED EMBED. STRAP VERIF-T' W/ CONC. POUR CELL
OR PAPER BACKED LATH � � FINISH o WOOD W/ TRUSS PLAN PRECAST SELL
WOOD
OVER AN APPROVED HOUSE _ > WEEP SCREED i
WR'A ) CONSTRUCTION f 2 THICK, 2 GOAT CEMENT - �` 1x2 P.T. FURRING STRIPS
P ; C. PLASTER APPLIED l� O.C.
2x4 CONT. � TOP AND BT. OF x p�
z DIRECTLY TO MASONRY �- o" CMU
_..........
FOR TRUSS (TOP 2x4 1/2" GYP. WL_ Bp.
SUPPORTS BT PLATE OF 2ND - WEEP SCREED Ti;
_OD EASE
PRE -ENG FLOOR TRUSS -- FLR, BT. 2x4 IS FOR WALL PRE -ENG FLOOR TRUSS a" cMu
SHEATHING NAILER) i (SEE DETAIL 2A) -
1,
SIMPSON HETA-16 EM3WEEP SCREED
Ep. - 8 GYPSUM BOARD OR z 1/2 TEXTURED
STRAP o 32" O.G. MAX VERIFY HIGH (SEE DETAIL 2A) _ HIGH STRENGTH CLCD. FIN15H MASONRYI Is
I
W/ TRUSS PLAN _ = BOARD
- EMBED. STRAP VERIFY
u --_ CONC. FILLED LINTEL BLK I
/1 V
a GYPSUM BOARD OR � - W/ TRUSS PLAN W/ (U #5 RE6AR CONTINUOUS
° + s n
IG STRENGTH CLG. BOARD z"THICK, 2 GOAT GEMENT
PLASTER APDL IED WEEP SCREED
DIRECTLY TO MASONRY 2 — S TO RY GABLE W/ VAULT
FLOOR CONNECTION AT PARALLEL/ DETAIL CcO WOOD TO - FIRST FLOOR BLOCK
2 PERPENDICULAR PRE—ENG FLOOR TRUSS LOCK CONNECTION 1 -r -)SECOND FLOOR FRAME
SCALE: 3/4" =1' -O" SCALE: 1 1/2 " -O" SCALE: 3/4`=I'-0`
A R C H I T E C T
1441 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.cam
AA #: 0003325
SUBDIV. & LOQ':
JUSCKA
SOUTH
LOT X45
]PROJEC`.'n-mw
1'03.00
MODELS:
"19"70"
GARAGE SWING:
LEFT
PAGE:
MONOLITHIC
2—STORY
-W-ALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
h'a
. pU�
JA ES ANTWELI_
AR NO 12079
(-DATE: 08/18/09
SCA L,E: 1/4"-1'-0"
SHEET
D 4
®���
A R C H I T E C T5
Design
Guinc.ro
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & T T.-
TUS C KA
SOUTH
LOT #45
PROJECT'#
1703.00
M®DEr.:
"10"70"
GARAGE SWING:
LEFT
'AGE:
MISC.
DETAILS
mmloo
ARCHITECT:
STATE OF FLORIDA
/NO
J NTWELL
2079
08/18/09
SCAB: 1/4"=1'-0"
SKEET
D 5or