HomeMy WebLinkAbout2141 Lili Petal Ct (a)+� STATE OF' FLORIDA
CERTIFIED BUILDING CONTRACTOR:
• STATE OF' FLORIDA
PROFESSIONAL ARCHITECT:
JAMES C_A_NNTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
11441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
9 9
-A L 7 5 D
FOR:
fw*,w,,w. cLTrbuTbun. cufitb
CBC1252212
5850 T. C1, L.EE BL.VE:>. SUITE600 C►
850-5200 Fax: (407) 850-5300
DESIGN CRITERIA:
• FLORIDA BUILDING CODE
D.R.
HORTON HOMES
W/2009 SUPPLEMENT
5850
T.G.
LEE
BLVD. SUITE 600
• NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION
ORLANDO,
-ALL LOCAL AND STATE CODES
F'�IL,
32822
1B—
TEL:
(407)
850-5200
LOAD CALCULATIONS
CLG.
FAX:
(407)
850-5300
313—ELEVATION
• STATE OF' FLORIDA
PROFESSIONAL ARCHITECT:
JAMES C_A_NNTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
11441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
9 9
-A L 7 5 D
FOR:
fw*,w,,w. cLTrbuTbun. cufitb
CBC1252212
5850 T. C1, L.EE BL.VE:>. SUITE600 C►
850-5200 Fax: (407) 850-5300
DESIGN CRITERIA:
• FLORIDA BUILDING CODE
(FBC) 2007 RESIDENTIAL
ABV.
W/2009 SUPPLEMENT
PLAN REVIelON5 PER LOU AVF=LLI- REMOVE TRANSOME OVER
A z.
-2007 FLORIDA FIRE PREVENTION CODE
AMT.
• NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION
BD.
-ALL LOCAL AND STATE CODES
S.Y. RFV 1510N5: FF V 15E P FENTRY L INTF-L TO 8F8
cap
1B—
FOR ON F�_EVATION
CEILING N.T.S. NOT TO SCALE
1C—WIND
LOAD CALCULATIONS
CLG.
2—FLOOR
PLAN
CLR.
313—ELEVATION
CONCRETE PL PROPERTY LINE
CONC.
4B—ELEVATION
"B" LEFT & RIGHT
CPT.
5BD—
CERAMIC TILE PH. PHONE
C.T.
.00CUPANCY
— RESIDENTIAL, GROUP R3
D.
• CONSTRUCTION TYPE
— VB
DBL'
D.G.
• MIN. INTERIOR FINISH
— CLASS B
DIA.
• BASIC WIND SPEED
— 120 MPH (M/S)
DIM.
DISP.
• 1—STORY RESIDENCE
—
DP.
• 2—STORY RESIDENCE
— MAX. HEIGHT AS PER
DR.
.
LOCAL AND STATE CODES
DTL.
DEEP R.A.G. RE'T'URN AIR GRILL
DOOR REF. REFRIGERATOR
D.W.
SPECIFIC PARAMETERS FROM F'BC
2007 CH. 3
EA.
USED FOR DESIGN INCLUDE-
DETAIL R.O. ROUGH OPENING
ELEV.
DISHWASHER S.C. SOLID CORE EXT DR
*CONCRETE MASONRY RESIDENTIALEQ.
EACH S.D. SMOKE DETEC'T'OR
EQ.
*CONSTRUCTION WOOD FRAME
CONSTRUCTION
.
*AMERICAN SOCIETY OF CIVIL
ENGINEERS 7-05
F UT
F.G.
S Q . Fri, .
CALC . S
FIN.
FLR.
FLUOR.
EXTERIOR SHWR, SHOWER
FIXED GLASS Sim. SIMILAR
FR. DR.
FUEL GAS SL. SLIDING
FTC.
LIVING:;
1153 5Q. FT.
GA.
C-r:ARAGE
� 4 50. FT.
GAR. DISP.
G.F.I.
ENTRYel
5Q. FT.
GL,
GYP, BD.
LANAI
93 5Q. FT.
II.B.
H.C.
GARBAGE DISPOSAL T.O.C. TOP OF CURB
HDR.
IiGT. OR IIT
TOTAL
2205 SCS. FT.
INT. IN
ABBREVIATIONS I REVISIONS
ABOVE LAV. LAVATORY
DATE I
DESCRIPTION
1/29/09
PLAN REVIelON5 PER LOU AVF=LLI- REMOVE TRANSOME OVER
AIR CONDI'T'IONING LUM. LUMINOUS
ADJUSTABLE M.C. MEDICINE CABINET
PG
ENTRY DOOR ON El_EV'S. "A° AND 13", REMOVE ENTRY COLS.
ALTERNATE MFR. MANUFACTURER
AMPERAGE MIN. MINIMUM
BOARD M,T, METAL THRESHOLD
0/3/O9
S.Y. RFV 1510N5: FF V 15E P FENTRY L INTF-L TO 8F8
CENTER LINE MTD, MOUNTED
CABINET MTL. METAL
1B—
FOR ON F�_EVATION
CEILING N.T.S. NOT TO SCALE
1C—WIND
LOAD CALCULATIONS
CLEAR O.C. ON CENTER
2—FLOOR
PLAN
PG
313—ELEVATION
CONCRETE PL PROPERTY LINE
CARPET P.B. PUSH BUTTON
4B—ELEVATION
"B" LEFT & RIGHT
PG
5BD—
CERAMIC TILE PH. PHONE
DRYER PLT. PLATE
6—ELECTRICAL
PLAN
PG
D1—FOUNDATION
DOUBLE PLYWD. PLYWOOD
PG
D2—MISC.
DUAL GLALED PR. PAIR
PG
D3-1—STORY
DIAMETER P.T. PRESSURE TREATED
PG
D4—MISC,
DIMENSION R RISER
PG
D5—MISC.
DISPOSAL RAD. RADIUS
DEEP R.A.G. RE'T'URN AIR GRILL
DOOR REF. REFRIGERATOR
DOWNSPOUT RM. ROOM
DETAIL R.O. ROUGH OPENING
DISHWASHER S.C. SOLID CORE EXT DR
EACH S.D. SMOKE DETEC'T'OR
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 -FAULT CIRCUIT T.O.Y. TOP OF PLATE
INTERRUPTER T.O.S. TOP OF SLAB
GLASS TYP. TYPICAL
GYPSUM BOARD U.N,O, UNLESS NO'T'ED
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 IRON
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INDEX of DRAWINGS
SHEET #
DESCRIPTION
PG
C1—COVER
PAGE
PG
GN—
GENERAL NOTES
PG
1—FOUNDATION
PLAN
PG
1A—DOWEL
PLAN
PG
1B—
LINTEL SCHEDULE
PG
1C—WIND
LOAD CALCULATIONS
PG
2—FLOOR
PLAN
PG
313—ELEVATION
"B" FRONT & REAR
PG
4B—ELEVATION
"B" LEFT & RIGHT
PG
5BD—
FRAMING PLAN ELEVATION "B"
PG
6—ELECTRICAL
PLAN
PG
D1—FOUNDATION
DETAILS
PG
D2—MISC.
DETAILS
PG
D3-1—STORY
WALL SECTIONS
PG
D4—MISC,
DETAILS
PG
D5—MISC.
DETAILS
W��itNiVl
A R C H I T E C T S
Desi n',
rouInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774,-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
W
® Z
NCY
f
SUBDIV.
TUSCA"
PLACE
NORTH
LOT 27
aiv,- C, c; 6er.Ic 07
PROJECT#
1703.00
MODEL,:
>> 1'55"
GARAGE SWING:
RIGHT
PAGE:
COVER
PAGE
ARCHITECT:
S CANTWELL
I NO 12079
Es 02/11/10
SCAJ EI 1/4"—l'
SHEET
[ I OP I
ill?;14.11
GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS WIOUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES 60
VI. DECKS 40
VII. STAIRS AND EXIT WAYS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS 10 (PSF)
C. ROOF LIVE LOADS **
I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL
D.
ROOF DEAD LOAD (PSF)
I.
FIBERGLASS SHINGLES
17
II.
CONCRETE TILES
25
E.
WIND LOAD CRITERIA
I.
BASIC WIND SPEED
120 MPH
II.
WIND IMPORTANCE FACTOR (IW)
1.0
III.
EXPOSURE CATEGORY
B
IV.
WIND DIRECTIONALITY FACTOR (KD)
0.85
V.
INTERNAL PRESSURE COEFFICIENT (GCPI)
OPEN BUILDINGS
0.00
PARTIALLY ENCLOSED BUILDINGS ±0.55
ENCLOSED BUILDINGS
±0.18
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL_ PANELS OR IMPACT -RESISTANT GLASS.
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCH ITF_CT/F_NGINEER 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 FBG 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT.
WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.'
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND
IRRIGATION.
3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.).
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 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, AGI 318.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/11
.
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 3/ INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR
MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA.
HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16"
ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN
BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - Wl A X Wl A AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES
AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS
REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING T-0'TRCR506.24(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL_ INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/4"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED
HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
I. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER, UNO.
Fb =1,500 PSI Fv =175 PSI E =1,600,000 PSI
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS
NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH
WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007..
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD
SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 112" CDX PLYWOOD. 1/2" CDX
SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A
MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL
UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND 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 112" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND
STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER
FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER
REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR
LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN
APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS
RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPVC.
3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/2" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALT_ BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE.
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, $" THICK, OVER FRAMED WALLS APPLIED
OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO
COATS, %" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926
2 -STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR 311.2.
A R C H IT E C TS
Design
Guroprn�.
..
7 441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www,abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
TUSCA.
PLACE
NORTH*
LOT' 27
PROJECT #
1703.00.
MODEL.:
"1'55"
GARAGE SWIE iG:
RIGHrl'
PAGE:
GENERAL
NOTES-'.,
ARCHITECT:
_,TE: 02/11/10
SCALE: 1/4 =1' .0
SHEET
No
J'-4"
24'X24"X12" CONC.
FAD W/3 - #5 BAR5
E.W. ON CHAIRS
MIN. 3i1 COYER
401-011
211-11"
I
2'—/ 11 01-311
�1r J•" /_ 1 _/J��i �1 _Q�1 1 �/J1u
40'- 0"
201=01'
FOUNDATION PLAN
UNIT SIMP50N wB
SECURE STRAP TO ROLL STRAP
GONC. W1 (2)-3/1&"X2" OR EaUAL
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SECURE STRAP TO
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2441 N. RONALD REAGd
L ONGWOOD, FL 32
PH: 407-774-607FAX: 407-77440www.abdesigngroup
AA #: 0003325
TUS C A
PLACE
NORTH
LOT 27
PROJECT#
1`03.00
MODEL: —
"1`55"
GARAGE SWING:
TIGHT
PAGE:
FOUNDATION
PLAN
ARCHITECT:
STATE OF FI_OR10A
i F CANTWELL
A NO 12070
D E: 02/1 1 /1 0
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2441 N. RONALD REAGd
L ONGWOOD, FL 32
PH: 407-774-607FAX: 407-77440www.abdesigngroup
AA #: 0003325
TUS C A
PLACE
NORTH
LOT 27
PROJECT#
1`03.00
MODEL: —
"1`55"
GARAGE SWING:
TIGHT
PAGE:
FOUNDATION
PLAN
ARCHITECT:
STATE OF FI_OR10A
i F CANTWELL
A NO 12070
D E: 02/1 1 /1 0
SCALE.- 1/4"=1,-O"
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407-774-6078
407-774-4078
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#: 0003325
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P ]C AC _E - _
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1,07' 2 7
PROJECT'#
1703.0'0
MODEL:
"1755"
GARAGE SWING:
FIGHT
PAGE:
DOWEL
PLAN
ARCHITECT:
STATE OF FLORIDA
5 2010
JAMES CANTWELL
NO 12070
DE: 02/1/10,
SCA
SHEET
1A OF 10
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRFSTRFSSFr) 11-1 INTFI c
'*''
LINTEL
LENGTH
GRAVITY
UPLIFT
L I
L 2
4'-6"
4'-6"
LENGTH TYPE
SUS
BF8-05 81`12-05
16-@
@-@
4-0
28-0
32-@
uFlue
SRF
eF0_IiJ
OF12-15
81`16-18
81`2@ -la EF24-15
01`28-Ia 8F32-15
2'-10"(34') PRECAST
7302
3166
4413
6039
1526
9004
1@4'12
11936
jail
9055
3166
4413
6039
1526
9004
1@412
11936
3'-6' (42') PRECAST
2302
3138
3311
4689
6(001
1315
8630
9941
4231
52 19
3166
4413
6039
1526
9@04
10412
11936
4'-0'(45') PRECA5T
2029
2325
2496
3461
4438
541@
6384
1358
1989
2832
2646
4413
6039
1526
9004
10412
11936
4'-6' (54') PRECAST
1651
1181
1913
2651
3403
4149
4896
5644
4'-6' (54') PRECA5T
1660
2110
4021
6039
1526
9004
10412
9668
5'-4' (64') PRECAST
1184
1223
1301
1809
2311
2826
3336
3846
72�
12 1
1665
2889
5051
6096
5400
6424
145@
5'- 10"(-10') PRECAST
9-12
1000
1059
1414
1889
2304
2121
3131
3920
4549
1459
2464
4144
5458
4431
5280
6122
PRECAST
931
1255
2101
3263
2146
3358
3911
4585
2441
3010
1255
2101
3396
5260
1134
8995
689@
-i'-6" (W')PRECA5T
T67
1029
1615
2385
1994
2439
2886
3333
1182
1684
1029
16"15
2610
3839
5596
6613
5041
PREGA5T632
5�3
1415
1049
1469
1210
1402
1-154
2021
990
168
1212
1818
2544
3469
4030
3121
10'-6"(126') PRECAST
456
462
802
1125
915
1122
1328
1535
658
1025
1514
2081
2114
3130
2404
(136') PREGA5T
445
598
935
1365
1854 1
2355
1193
2015
1496
1-131
598
935
1365
1854
2441
3155
4044
12'-0"(144') PRECAST
414
549
8,64
1254
1689
2014
1510
1818
899
1104
1309
1515
1254
1693
2211
2532
359@
13'-4'(16@')PRECAST
362
1595
1896
1020
1331
1635
1224
1418
400
631
816
1001
1016
1438
1855
2343
2920
14'-0"(168') PRECAST
338
N4&5165
1209
919
1190R31
2086
100-1
1260
13'-4' (16@') (-RECAST
5@0•
340
532
1003
1335
991
2153
2666
PRESTRE65EDNR
51"3
409
NR
NR
NR
NR
3D2
398
14'-o"(168') PRECAST
458•
131@
2045
635
31ee
3165
I@65
R
NR
NR
629
NR
NR
1561
1,316
420
695
125@
1855
295
2890
3410
11'-4' (2IDS") PRE6TRE83ED
N R
NR
NR
NR
NR
243
NR
NR
852
1156
310
1;30
950
140@
15'-4' 1184') PRESTRESSED
22002600
218
19'-4'(232') 7�STRESSEDNRNR
553
611
NR
NR
NR
NR
NR240
329
542
191
400150
1381
1090
1120
2030
21' -4' (256 ") PRE5TRE85ED
KR
NR
464
NR
NR
NR
NR
NR
188
183
449
610
940
1340
1180
2110
22'-O'(264')PRESTRE6SED
NR
NR
124o
NR
NR
NR
NR
NR
160
165
510
810
125@
166@
1910
24'-04-288') PRE6T65ED
N R
NR
21'-4' (25691'RE5TRF66ED
NR
NR
NR
NR
NR
512
590
130
410
120
1030
135@
1610
8" PRECAST & PRF4TRFg1:ZFn 11_1 IKITFI c
Ok
FL
LINTEL
LENGTH
ELEV. T AE �II�II
UPLIFT
L I
L 2
4'-6"
4'-6"
LATERAL
T1 P
ENCxTI i
81`8-I
12 -IT
16 -IT 20-1T
24-I
28 -IT SF32-iT
eff3O-oI5
uFlue
SRF
8-2
12-2
16-21 20 -2
3F24 -213F26-21
4'-4' (52') PRECAST
04-32- r
8118
8F6
2'-I�°(34') PRECAST
2121
2810
4101
5332
6569
jail
9055
3412
4982
6412
21
12
2184
3981
5190
6401
1630
8851
2021
2021
C42') PRECAST
2165
2289
3260
4231
52 19
6204
-1192
6412
1941
9416
2165
1 2215
3165
4125
5091
6061
-1036
1x51
125-1
4'-0' (48') PIRECA5T
1818
1989
2832
3680
4532
538-1
9,245
5814
6839
5'-10" 00') PRECAST
1818
1925
2150
3583
4422
5264
6110
938
938
4'-6' (54') PRECA5T
1660
1162
2501
3251
4010
4161
5525
(S@') PRI=GAST
an
90-1
1660
1105
2435
3111
3913
4650
5406
72�
12 1
5'-4' (64') PRECAST
1393•
1484
2110
2141
3315
14olo
4648
3035
1311
2252
1393
1431
2050
1 2610
3293
3920
4549
505
505
5'-10"(-10') PRECAST
12121
1351
1930
2505
30x4
3665
4241
1253
1011
13421x86
1212
1315
1815
2441
3010
3583
4151
41S41&
2618
PRECAST
1141•
1200
1133
2250
2-169
329@
3812
2082
2450
516
1141
1182
1684
2192
2-10"3
3216
3132
101
881
(90')PRECA5T
959+
912
1415
1914
2354
219-1
3240
990
1029
1466
1901
2351
2-191
3245
591
651
9'-4' (112') PRECAST
801•
612
980
1269
156@
1852
2144
801
155
1192
1550
1910
2211
2634
454
630
1@'-6"(126') PRECA5T
116•
498
-193
102-1
1261
1496
1-131
116
611
1039
1389
1111
2034
2358
396
493
(136') PRECA5T
661`'
439
696
899
1104
1309
1515
666
535
9@6
1295
1595
1896
2198
363
556
12'-0"(1441) PRECAST
601•
400
631
816
1001
118so
1312
631
486
818
1209
1514
1199
2086
34�
494
13'-4' (16@') (-RECAST
5@0•
340
532
686F13&j61841
991
1153
51"3
409
682
1004
1631
1891
3D2
398
14'-o"(168') PRECAST
458•
316
493
635
118
922
I@65
548 1
318
629
922
1254
1561
1,316
28'1`'
360
PRESTRE56ED
243
295
459
591
124
851
990
N.R.
351
243
352
582
852
1156
1491
7-142
15'-4' 1184') PRESTRESSED
228
218
430
553
611
801
925
228
329
542
191
1012
1381
16-16
N'R'
32�
120a')PRE6TRE59ED
188
236
361
464
561
610
-114
N.R.
255
188
216
449
649
814
1121
1369
19'-4' (2329 PRESTRE6SEp
165
201
313
4@I
49@
518
661
165
239
383
550
136
940116@
N.R.
204
21'-4' (25691'RE5TRF66ED
145
186
2-18
356
433
512
590
142
212
336
411
635
801
993
1'4•R.
112
22'-O'(264')PFRE6TRE55ED
140
18@
268
343
418
493
568
131 1
205
322
451
601
j -1I
941
N.R.
161
24'-@'(288') PRE5TRE65ED
121
165
244
312
380
441
515
124
186
290
406
538
680
833
N.R.
135
•rceL,'u�-e YPa-ut r3I s506 t -UN OKADE 40 FIELD MBAR
8" PRECAST W/ 9" RFC FSS nnnr? I I—I IiITF1 C
8" PRFCAST W/ 9" RFCF4S nnnR 11_1 IKITFI C
LINTEL
LENGTH
ELEV. T AE �II�II
GRAVITY
L I
L 2
4'-6"
4'-6"
LENC TI i TYPE
TYPE
ff6-o
5w1z)-®� 5W14 -OJ
1�19-v
(�22-
OFT -26 -OF
eff3O-oI5
uFlue
SRF
SW6-15 *410 -IB
81`+14-16 SFFI9-I0
8f:TZ2-B Spr-26-IB
6iir-3073
4'-4' (52') PRECAST
1489
1591
3053
2982
3954
4929
5904
688@
2339
31-10
1821
3412
4982
6412
1941
9416
10818
4'-6' (54') PRECAST
135-1
1449
2182
2114
3600
4401
5315
6264
1192
1455
1102
1 3412
4982
6412
1941
9416
10818
5'-8' (68") PRR3=CAST
185
832
1 1602
1550
2058
2566
3015
3585
50TToM REINFORCiNCc
PROVIDED IN LINTEL
1153
2162
4014
6412
6516
5814
6839
5'-10" 00') PRECAST
•135
119
1500
1449
1924
2400
2816
3352
4190
1103
2051
3811
6412
6516
545@
6411
(S@') PRI=GAST
an
90-1
1611
2933
25-16
3223
3012
4522
2513
3101
901
1611
2933
4100
613@
al -11
6101
_'-6' (90') PRECAST
2509
3035
1311
2252
1960
2451
2944
3439
1325
1810
2280
13-1-1
2329
3609
5492
6624
5132
PRECAST
1302
A
034
1253
1011
13421x86
941
9'-8' (110') PRECAST
533•
433
808
922
149-1
21-19
2618
3595
2815
8" PRFCAST W/ 9" RFCF4S nnnR 11_1 IKITFI C
'rW✓w 4--F- v I 10- r",iM 1JKAUt 4W YItLI> KtESAF2
L— 9
L-10
25-5H
];CxRESS
25 -SH
FJam,I Ev. "A" 4• } IIE3,
126 -SH 6 - SHJ�
ELEV.
"Au 4 11511
CAST -CRETE LINTEL
V-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 1=5"
9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D"
ED
LL
LINTEL
LENGTH
ELEV. T AE �II�II
UPLIFT
L I
L 2
4'-6"
4'-6"
LATERAL
TYPE
OW6-IT �IO-IT a�14-iT efFl8-IT b{�22-1T 5FF26-IT eFF30-1
4'-6"
OF24•-05/1T
LEN TH
D.. -2T 01`1`10-2
8FFI4-2T Df -Fla -2T MW -22-2T OW6-2afwr-30-21
uFlue
SRF
4'-4' (52') PRECAST
1244
1513
2413
326@
4112
4961
5825
L&
4'-6"
&F24-0I3/IT
1244
1519
2339
31-10
4006
4850
5696
932
932
4'-6' (54') PREGA5T
1192
1501
2311
3121
3931
4156
5511
L 11
L 12
101-6"
1'-6"
5F12-e/1T
&F24 -15/1T
1192
1455
2240
3036
3831
4643
5453
853
853
(68') PRCAST
924•
11-12
I-195
2423
3055
3689
4325
NOMINAL HEIGHT—]REBAR AT T01=
50TToM REINFORCiNCc
PROVIDED IN LINTEL
924
1132
1141
2351
29-18
3603
423@
5@I
501
E7'- 10 (10') PRECAST
896•
1138
1-142
2352
2965
3581
4190
896
1099
169@
2288
2891
349-1
4106
469
469
6'-8' (ao,)PREGAc2'r
118
882
1513
2042
2513
3101
3642
-118
956
1468
1981
2509
3035
3563
830
1100
i'-6' (9(D') PRECA5T
688
691
1325
1810
2280
2153
3221
688
849
1302
1162
2225
26' 2O
3151
110
941
9'-8' (110') PRECAST
533•
433
808
1123
1413
1104
1995
533
52-1
1@4-09
1369
1120
2082
2450
516
614
'rW✓w 4--F- v I 10- r",iM 1JKAUt 4W YItLI> KtESAF2
L— 9
L-10
25-5H
];CxRESS
25 -SH
FJam,I Ev. "A" 4• } IIE3,
126 -SH 6 - SHJ�
ELEV.
"Au 4 11511
CAST -CRETE LINTEL
V-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 1=5"
9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D"
ED
LL
0RP22 -05/1T x1=24 -05/1T aF2a-18/1T
4 ASTm T LINTEL SCHEDULE
LINTEL
LENGTH
ELEV. T AE �II�II
ELEV. T ° �°pl COMMENTSNO.
L I
L 2
4'-6"
4'-6"
81`24-aB/IT
8F24-05/IT
&F16 -05/1T
8F16 -05/1T
;ti•
4'-6"
OF24•-05/1T
SF16-OWIT
• �o-
4•'-6"
8RF22-05/IT
PF16-05/1T
01=16-lam/1T
0RP22 -05/1T x1=24 -05/1T aF2a-18/1T
4 ASTm T LINTEL SCHEDULE
LINTEL
LENGTH
ELEV. T AE �II�II
ELEV. T ° �°pl COMMENTSNO.
L I
L 2
4'-6"
4'-6"
81`24-aB/IT
8F24-05/IT
&F16 -05/1T
8F16 -05/1T
L3
4'-6"
OF24•-05/1T
SF16-OWIT
L 4
4•'-6"
8RF22-05/IT
5FS-OE3/IT
L 5
1-1'-4"
8F28 -15/1T
OF36-15/iT
L 5A
9'-4'
8F28 -]EMT
8F36 -15/1T
L&
4'-6"
&F24-0I3/IT
8F16-05/7
L 1
4'-6"
8F24-0f3/IT
&F16 -05/1T
L S
4'-6"
8F24-05/IT
8F16 -0E3/7
L 9
4'-6"
8F24- 54T
8F16-0E3/1T
L to
9'-4'
8F12 -elf
SF16-lg/1T
L 11
L 12
101-6"
1'-6"
5F12-e/1T
&F24 -15/1T
SF16-15/1T
&F16-05/iT
L 13
(0'-6"
8F24 -154T
&F16-003/IT
L 14
6'-6"
81`24-15/IT
&F16 -015/1T
L 15
1'-6"
OF24-I5/IT
&F16 -05/1T OFT. 6068 5aC)
OPT® 3rd CAR GARAGE
FEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "15"
9'-4" SEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D"
MATERiAL5
CaENERAL NOTES
SASE LOAD TAE3LE NOTES
"� � T TOP
av
I. All values basad an minlmum 4' bearing. Exception: SaFe loads For unfilled TYPE DE5IGNATiON
I. f'c precast lintels 3500 peL I. Provide full mortar head and bed Joints. lintels must be reduced by 202 if bsarfn length is lees than 6-1/2'.
2. g
�
i -in, CLEAR
f'c preatreaeed Ilntela - 0000 p51.
2. Shore filled 1lntela as required.
Q
Safe loads for lfntela
�
._y
3. f'c grout 3O(0(d psi w/ maximum 3/8' aggregate.
4. Concrete maeonry units (CMU) per A5TM C90 w/
3. Installation of Iintal must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate
all raceassd basad on 8' nominal bearing.
2. N.R. =Not Rated.
F = FILLED WITH GFRuUT / U = UNFILLED ~
►
z
,
�.
C.M.U.
minimum net area compressive strength 19®(d psi.
5. Rebar provided in recast lintel ASTM A615 GR60�.
vertical cell relnforcing and grouting.
5• All llntals meet or exceed L/36ra vertical deflection, lintels
3. Safe loads are total superimposed allowable load on the section apeciFled.
4. Safe loads baaed on grade 40 or grade 66 Field rebar.
QUANTITY OF "5 REi3AR AT -
F F50TTON OF LINTEL CAVITY
q
.L
t .4: '
per
p
Field rebar per AS A615 CxR4(D or CaR6@,
except 17 -4' and
p
longer with a nominal height of 8' meet or exceed L/IS@.
5. Additional lateral load capacity can be obtained by the designer by providing
GROUT
6. Prestressing strand per ASTM A416 grade
6. 50ttom field added rebar to be located at the bottom of the Ilntel cavity.
addlonal reinforced maaonry above the precaat Ilntel.
x
a • ,°
270 low relaxation.
1. 1/32 wire per A5TT'1 A510.
1. 7/32' diameter wire stlrrupa are welded to the bottom steel for mechanical anchorage.
8. Cast -In-place concrete may be provided in composite lintel in lieu of
6. One 01 rebar may be 5ubetftuted for two "5 rebara in 8' lintels only.
1. the dealgner may evaluate concentrated loads from the safe load tables by
�5
'
• •
"5 RE5AR AT 50TTOM
OF
8. Mortar per ASTM C210 type M or 5.
concrete masonr units,
9. Safe load ratln a baaed on rational deal n anal sf5 per ACI 318 and AGI 53(1 y
g 9 y p
calculating the maximum realating moment and shear at d -away from the Face of au ort.
pp
NOMINAL WIDTH I QUANTITY OF °5
LINTEL CAVITY
1-5/8'ACTUAL
8. For composite lintel heights not shown, use safe load from ilex+, lower height.
9. All safe loads in units of pounds per linear Foot.
NOMINAL HEIGHT—]REBAR AT T01=
50TToM REINFORCiNCc
PROVIDED IN LINTEL
NOMINAL WIDTH
8'
(VARIES)
A R C H IT E C T S
Desi n
�rou Jnc..
1441 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:.407-774-4078 .
www.abdesigngroup.com
AA #: 0003325
SUBIDi V. & LOT:
TCT C A
PLACE
NORI IH
LOT 27
PROJE U I
1703,00
MODE:
1755"
GARAGE S •. baa G:
RICHT
PAGE:
LINTEL
SCHEDULE
(CAST—CRETE)
ARCHITECT:
(STATE OF FL &InA►
q
CANTWELL
NO 12079
D E: 02/11/10
SALE: 1/4"_1,-0„
SHEET
Or '01
rT
1
I
Lj LAUN.
I
I
L-_ J
L O
BDRM. 2 -
S'-8"
/ 1
F-4444-�
I
L -----J
2 -CAR GAR.
L- 5
3RD. CAR GAR.
V -O" x 11- D" O.H.
COPT3rd CAR GARAGE" 8'-8" 5EARING -EIGHT THROUGH OUT ELEVATION "A" 4 "C "
9'-4'I BEARING HEIGHT THROUGH OUT ELEVATION "c" 4 "p"
L-10
LANAI
<1 � I CI -
L -11
OSI
X
`n L-13
I
C(1
GREAT
ROOM
DINING
ROOM
r
OWNERS
SUITE
FOYER
II
II
II
L- B
25 -SH
EGRESS
no
BATH
12
II
II
II
r--�
I I
LAUN.
L
KITCHEN _
SI -S" CLG• -
I
I L-
ENTRY
NOOK
a'-8" cLG.
25 -SH
"All
11 e
ELEV. A �
26 -SH
�L�V II A II 2• 1111
O 1 I
\ - / -J
%1 ) A rr1 [T
Illy
W. Lc .�
CJ I
- - - - - - -. -.
L-7
I
Ln �
cv U 1
BDRM. 3
CV
BDRM#
F4444-�
I
L -----J
2 -CAR GAR
0'-V CL6.
161-011 xI'-®" O.H.
-------oo---.----
L- 5
WEKIWA LINTEL Su""�HEDULE
S'-8" SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B"
9'-41' SEARING HEIGHT THROUGH OUT ELEVATION "C" $ "D"
8" IINTFI UPLIFT
I w
CONCi,ETF_ f:zf2CIDUCTS, INC.
P.O. E80X 219 ZFLLWOOD, FL 32198
(401) 88ro-2511
1-800-654-5139 FAX 401-886-0195
LINTEL
No.
LENGTH TY'FE TYPE CO1''MENT5
ELEV. "All 11511 ELEV. 1111 d•11,• )11
7
L-1
4'-ro"
85/24-5-1U/0L
8/16-5-IU/0L
L-2
41-roN
g/24-S-1U/0L
8/16-5-1U/0L
L-3
41 -roll
8/24-5-1U/0L
8/16-5-lU/0L
L-4
4'-611
8/22-5-1U/0L
8/8-5-1U/0L RECESSED
L_8
11!_416
8/28-5-1U/11.
8/3�o-5-lU/ll
L-�aA
9'-4"
8/28-5-1U/ll
8/3(-S-IU/ll
L-6
4'-ro"
8/24-5-IU/OL
8/16-6-IU/0L
L-1
4'
8/24-5-IU/OL
8/16-5-1U/0L
L-8
4'-(o"
8/24-5-1U/0L
8/1(-5-1U/0L
PREcA6T
s�rvr!4!4�
8/24-5-1U/0L
8/lro-S-lU/OL
L-10
9'-4"
8/12-5-11JAL
8/16-5-IU/1L
10000
2 971 1W33 10000 10000 10000 10000
8/12-5-10/11.
8/16-5-1U/ll
L-12
-I'-1-o"
0/24-5-IU/IL
8/16-6-IU/0L
L-13
9284
8/24-5-1U/lL
8/16-5-1U/0L
L -I4
22'14 5417 10000 IQ%9m 10000 10000
8/24-5-11JAL
8/16-6-IU/0L
L-15
1'-1-o°
8/24-5-11JAL
8/16-6-1WOL OPT. 6068 SGD
L-10
LANAI
<1 � I CI -
L -11
OSI
X
`n L-13
I
C(1
GREAT
ROOM
DINING
ROOM
r
OWNERS
SUITE
FOYER
II
II
II
L- B
25 -SH
EGRESS
no
BATH
12
II
II
II
r--�
I I
LAUN.
L
KITCHEN _
SI -S" CLG• -
I
I L-
ENTRY
NOOK
a'-8" cLG.
25 -SH
"All
11 e
ELEV. A �
26 -SH
�L�V II A II 2• 1111
O 1 I
\ - / -J
%1 ) A rr1 [T
Illy
W. Lc .�
CJ I
- - - - - - -. -.
L-7
I
Ln �
cv U 1
BDRM. 3
CV
BDRM#
F4444-�
I
L -----J
2 -CAR GAR
0'-V CL6.
161-011 xI'-®" O.H.
-------oo---.----
L- 5
WEKIWA LINTEL Su""�HEDULE
S'-8" SEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B"
9'-41' SEARING HEIGHT THROUGH OUT ELEVATION "C" $ "D"
8" IINTFI UPLIFT
nTz a IVIJL T�tU41rI�PIVBU
12" LINTEL GRAVITY
8" 1 INTFIL GRAVITY
LINTEL
LIN IEL
SAFE LATERAL LOADS
(PLF)
SAFE GRAVITY LOAP8 (PLF)
SAFE UPLIFT LOADS PLF
SAFE ORAVIIY LOADS PLF
Rl 6 m
-rot
LEN4T
TYPE
e"
PLAIN
8/8-5-0
8/12 -5 -OL
ea6-5-01.
ea® -5-0 0/14-5-0L 8-5-0 8/32-8-01.
/32 -S -IL
8/8 -8 -IL 8/12 -8 -IL 8/16-6411. 8(20 -5 -IL 8/14-8-11. 8!.28 -6 -IL W32 -6 -11-
21 -10.
2'-10'
PRECA6T
yry yr
r r
�hiir
r
!f% -"a!
1-r
yyry 1-r
r�i 1-1-1-1
yh 4,)
r
0000
I 000
10000
8491 10000 10000 10000 10000 10000
r
3'-6'
F 'ECABT
♦
♦r
9339
10000
10000
10000
10000
10000
4071 10000 10000 10000 10000 10000
10000
4'-0'
PREcA6T
s�rvr!4!4�
2921
6133
Wool
�.. 7'Ll•
1-1-1,1-) 'a f�
)
IDDOID
10000
2 971 1W33 10000 10000 10000 10000
10000
.r�•�♦
FIRECA5T
�
2214
5018
�Y2ws�
9284
10000
rfr) Jif ��fr
4J>
22'14 5417 10000 IQ%9m 10000 10000
10000
4'-9'
PRECA5T
1288
2111
4660
6588
8570
0
10000
10000
2111 4902 I 1 10000 10000
_
5'-4'
rmx �r'fzir�rcraaK
1006
. t-�.�_�
34013
4823
6239
���y„�rt:w�:a�irT<va�arxaiwrra
9®11
10000
alkalr
nv
may.. I �s.•r'•
a�T�r:ra
848
1461
3001
5111
8888
SENSEmay!
10000
10000
arras:a�1.•ft•aKsw:a�r._si•
10000
6'-6'
PRECAST
110
��S:Yial
2440
3934
�'
�i'��"�.7�!•:.F.'�»;1';tll♦�fr'7'�
10000
10000
1232. 2440 3934 6250 10000 10000
10000
7-6'
PRECAST
562
�YK1:al�[][r��'%Ya1aYKL'L7�'irial
1 18
2942
4346
6461
10000
10000
1001 19113 2942 4346 6461 10000
10000
l
FRECAST
544
919
154
2819
4131
��
9245
10000
����flt'lr��k•Yl��L�!
I
8'-0'
PRECAST
511
916
1124
2602
3151
5
1%8
MOL4clrmm*
916 12d 26®2 3151 5405 1958
IrK1•
�I.ZS:aI
rwywm��U�'
482
f364
I6I5
2415
3444
4866
6989
10000
864 1615 2415 3444 4810 6983
om"Ll= .L•�faYG4:i:r
4300
PRECAST
411
141
1361
1991
2168
91969
5124
1061
141 1361 1991 2168 3169 5124
1061
10'-6"
PRECA9i
349
636
1148
SENSE 111
2231
2962
3883
5094
636 1148 1649 2231 2962 3883
50094
11'-4'
���hryyr�wiiiiiiiiii``rsIyy�ioorw��,-
ISIE
-"`
315
SEEM.. r Sk��Yll
1028
1465
1964
_
3305
4239
514 1028 1465 1964 2566 3305
4239
12'-0'
FREGA6r
298
933
950
CL��L♦�'��f�E�
1189
2316
WASS
5.aMIS!
nTz a IVIJL T�tU41rI�PIVBU
12" LINTEL GRAVITY
8" 1 INTFIL GRAVITY
LINTEL
LIN IEL
SAFE LATERAL LOADS
(PLF)
SAFE GRAVITY LOAP8 (PLF)
SAFE UPLIFT LOADS PLF
SAFE ORAVIIY LOADS PLF
Rl 6 m
-rot
LEN4T
TYPE
e"
PLAIN
8/8-5-0
8/12 -5 -OL
ea6-5-01.
ea® -5-0 0/14-5-0L 8-5-0 8/32-8-01.
/32 -S -IL
8/8 -8 -IL 8/12 -8 -IL 8/16-6411. 8(20 -5 -IL 8/14-8-11. 8!.28 -6 -IL W32 -6 -11-
21 -10.
2'-10'
PRECA6T
60_1
Fteln Q/D-B-IL 11/0-0-6L U46 -6 -IL 12/20-0-I1- Q/24 -5 -IL 12/76-941.
1252 -8 -IL
1000
00
0000
I 000
10000
8491 10000 10000 10000 10000 10000
10000
3'-6'
F 'ECABT
2603
4011
9339
10000
10000
10000
10000
10000
4071 10000 10000 10000 10000 10000
10000
4'-0'
PREcA6T
1821
2921
6133
8515
100050
IDO�Do
IDDOID
10000
2 971 1W33 10000 10000 10000 10000
10000
1.100
FIRECA5T
1398
2214
5018
'1119
9284
10000
10000
10000
22'14 5417 10000 IQ%9m 10000 10000
10000
4'-9'
PRECA5T
1288
2111
4660
6588
8570
10000
10000
10000
2111 4902 I 1 10000 10000
10000
5'-4'
PREGAE)T
1006
1651
34013
4823
6239
1658
9®11
10000
1651 3556 6431 10000 10¢ 10000
10000
5'-10'
PRECAST
848
1461
3001
5111
8888
1®000
10000
10000
1461 3001 5111 8888 100010 10000
10000
6'-6'
PRECAST
110
1232
2440
3934
6250
.8589
10000
10000
1232. 2440 3934 6250 10000 10000
10000
7-6'
PRECAST
562
1001
1 18
2942
4346
6461
10000
10000
1001 19113 2942 4346 6461 10000
10000
l
FRECAST
544
919
154
2819
4131
6010
9245
10000
915 1849 2819 1 I 6010 9245
I
8'-0'
PRECAST
511
916
1124
2602
3151
5
1%8
10000
916 12d 26®2 3151 5405 1958
I
W-4'
PRECAST
482
f364
I6I5
2415
3444
4866
6989
10000
864 1615 2415 3444 4810 6983
10000
4300
PRECAST
411
141
1361
1991
2168
91969
5124
1061
141 1361 1991 2168 3169 5124
1061
10'-6"
PRECA9i
349
636
1148
1649
2231
2962
3883
5094
636 1148 1649 2231 2962 3883
50094
11'-4'
PRECAST
315
514
1028
1465
1964
2566
3305
4239
514 1028 1465 1964 2566 3305
4239
12'-0'
FREGA6r
298
933
950
1343
1189
2316
2951
3134
533 950 1343 1189 2316 2951
3134
la' -b'
FftECABT
all
505
878
1264
1616
2151
2130
3426
509 898 1264 1616 2191 2130
3426
13'-4'
PRECAST
g�
464
872
1151
1'515
1735
2425
301gp
464 822 1151 1515 1935 425
3010
14'-0'
PRECA91'
239
436
169
10"13
1406
Il
2225
2141
436 1 9 1013 14956 1186 2225
2141
6
F�8TRE68ED
NR
755
666 746 9091 ml
N R
NR
R
NR
et1
64
480 811 134 1421 Il 2188
2662
15'-4'
PREOTRE55120
N.R
NIt
NR.
NR
I�LR
N.R
16!2
N.R
454 165 1160 1331 1660 7032
2459
Il' -4'
PRE13T1�58ED
NR
NR
KR
NR
KR
NR
NR
KR
389 652 982 1111 1319 1611
1991
19'-4'
PRESTRESBEP
NR
NR
KR
NR
RR
NR
NR
KR
399 5911 849 960 1111 1415
1616
2m'-0
Pw5TREf5wD
NR
NR.
KR
NTZ
RR
NR
NR
RR
325 543 812 911 1122 1345
1590
21'-4'
PREBTRESSEP
NR
NR
RR
NR
RR
NR
NR
KR
795 500 146 840 1074 1224
1441
22'-0"
F'RE87RE88EP
t`1R
ILR
KR
N _
KR
NR.
NR
KR
261 481 ill 006 981 1111
1316
24'-0'
Ph':>=8T�86EP
N.R
NR
NR
R
NR
1
R
203 3 15-10
0
IVh • rWG r.�cenmanuoc4
1612 . IJDt Rsrormardmy
8" LATERAL TABLE
LINTEL
T7>�a
19" 1 INTFI UPI IFT
LIN IEL
SAFE LATERAL LOADS
(PLF)
1.1"9
SAFE UPLIFT LOADS PLF
SAFE ORAVIIY LOADS PLF
Rl 6 m
Tole!
ToteI
L
Typo
Q'
QN-S-OL
Q/Q-O-OL
Q/Ib-6-DL
12492 -0 -CL
Q/24.5 -SL
12170 -0 -OL
UrA-6-9L
Fteln Q/D-B-IL 11/0-0-6L U46 -6 -IL 12/20-0-I1- Q/24 -5 -IL 12/76-941.
1252 -8 -IL
2/16"&JU
FI' sst
12/24-6-2Q
9524
10000
100DD
IOD00
70000
Mee
10000
1420
10000 10000 10000 10090 We" 10009
147999
10000
PMG.t
3'-6'
5541
9404
6601
10000
iLt6100
Woo
k0000
101'00
C~4
9764 100'0 10000
1'-B'
4'-D'
Pr -A.4
6194
31.FBW--
W~110000
'>o
X99
1.100
-
PI�.t
7747
iLK+O ID0D0
43%4 Mov we" wm
10000
4'.i'
Ftec4.t
106w
0000
6000
1703
W914
19009
404300
64"
fQ7103
3471 -1761 wow 100991L1D✓50 40000
19999
4-B'
Fr4rcet
4'-6'
F§ece.t
3922
D99D
10000
kocce
10999
We"
1590 IIwow IfMv 6000
IOd'DO
5'-4'
FYec4.t
4210
6060
1
1
6731
-1641
DD
1¢000
am
4 6230 em 11mve 10000
wom
5'-1'
Pr-st
leew
19909
4423
6934
Mill
tome
Mw
wv"
4044240
442,% WIN i0my Mw MOO
ivocy
6'-b'
F4ecat
2066
7879
1025
6637
10000
814 16r3 31163 6276 DD
vVw
1'-6'
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610
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1480
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1'166
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154
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801
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3137
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REGE55 DOOR HEADER SAFE LATERAL LOADS
(PLF)
Total T 8'
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sc4}7 '� c7 dFl FI I Fn
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1.1"9
SAFE UPLIFT LOADS PLF
qq
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Tole!
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Q/6-6-lu
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17610.5-L
U/24 -5 -TU
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Q/9746-10
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Q/8-6-76
Q/Q-9-211
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10000
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10000
10000
10000
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8031
1247
6601
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6000
550
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2-124
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64"
0851
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4'-6'
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3922
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10999
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2491
4210
6060
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7604
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421
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966
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1261
1616
2064
7467
7640
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351
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1431
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603
1770
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332
412
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60
14,
8" RECESS DOOR HEADER
LATERAL TABLE
REGE55 DOOR HEADER SAFE LATERAL LOADS
(PLF)
Total T 8'
L86EP 8' f€GEtStED
sc4}7 '� c7 dFl FI I Fn
12" RECESS DOOR HEADER
LAItKAL IAtlLt
RECE55 DOOR HEADER 5AFIE LATERAL LOAP5
(PLF)
I LTaWu TI TJ' T�GE6BED T1' F� MW
v nu AI I Fn
12" LATERAL TABLE
A R C H I T E C T S
1 N. RONALD REAGAN.BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078'
www.abdesigngroup.com
AA #: 0003325
II
SLTBDIV LADT:
TUSC:A
P LJl 1U E
1_N• 0 R'1' �I
LOT
PROJECT#
1703.00
MODEi3114:
71755))
GARAGE SWING:
RIGHT
PAGE:
LINTEL
C;HEDULIE -
(WEKIWA) '
LINTEL REINFORCEMENT SCHEDULE
LINTEL
SAFE LATERAL LOADS
(PLF)
1.1"9
Tie
qq
RAa
Rl 6 m
y -l8'
Freu4t
3500
6
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Precut
2400
4TT5
4'-0'
et
1950
3880
FYecast
W°A
9450
4-8'
fw4nt
1550
3700
5'•4'
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1320
2+80
5'•t0'
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IK0
2190
FYaceet
we
1950
P.2
we)
'690
1'-B'
Ftce,t
B00
'-O'
Fredst
'>o
Fi30
514'
Fi-84t
120
1450
1•4'
m's"st
640
210
IV -6'
Hbcaet
550
IIID
II' -4'
Ft6caet
510
loft
W."
pretest
460
950
Q'•6'
FY6tast
*0
1 110
'-4'
prrxaet
490
F%0
144-
Recast
811.0
14-0'
Fr -t661,
360
160
5'-4'
Fretet
360
130
f7ecust
320
630
NR • Not Racwm KI d
A R C H I T E C T S
1 N. RONALD REAGAN.BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078'
www.abdesigngroup.com
AA #: 0003325
II
SLTBDIV LADT:
TUSC:A
P LJl 1U E
1_N• 0 R'1' �I
LOT
PROJECT#
1703.00
MODEi3114:
71755))
GARAGE SWING:
RIGHT
PAGE:
LINTEL
C;HEDULIE -
(WEKIWA) '
LINTEL REINFORCEMENT SCHEDULE
v�9cGNTlNuoue
3000 F161 GONG FILL
(cONc�TE PLACED IN FIELD)
TOP LEG )3ARg5�.
)�1t LEG Uf�TO 1=4'-0y LkT�iTNB
- 1/92' STIRRUP'S - d'-0' C/G
= _..
Iflltp "-� ',f()� (1OP'TIONALJ 11008
,-
f9AR8 !MAIN REfNF.J
•ICY SEE
I I a
I'�1'
I f
al w
r18'1'
1)'5CONTINUOU5
�+g� �qN I�
(3C,pG(.ETE F'LACEI M FIELD)
TOP LEG BAERg8�1
LEG UP TO 14'-0H LENGTHS
(I) •9 CONTINUOUS
(OPTIONAL)1!'-0"
A BARBIhIR•1 REINFJ
SEE 9GF7 D E
ARCHITECT: .
STATE OF FLORIDA
4??:iii."v?i?iUNIEL LEN III iiiF:dfF:P:6:ii•h:i:i4YvciiiiiiiF:Fit:Fri}isF:REINFOR6ENENTi:ii?:?F:?FiiF'ri:Si4Fi:ri:OY(iiic:
S:A INCHiF:FicFFi ::......121NCR iiilii•'r. :iii."A-RENFORCENENT:•i'r:ii:•isi:•:{ i'B'NEINFOftCENENTiF:i Li.
12'd0"
1-o 164' Z-10" 1-o '- 2)03 NONE
6' -IT to 96'6' 6'-10' To 6'-6' 7171 NONE
T'6" TO 6'4' 1'13' 1-o 64" (2)',15 fIONE
RPLIggAE
UF" TO�-D�LENCsTH�
9'-+' m 14'-0' 6'4" 1-a 1644• (2 )95 203
14'6' To 19-4' (21111VFRESTRESSED 2 k3
2 7116'PRES[RE' ED 2 04
1-o 22'+P (1 7116' PRESTRESSED 2 05'A'
REFER TO LINTEL 3EOTION FOR REINFORCEMENT LUQIION$
13.
(U'5 CONTINUOUS
a'xlr.'' IWOCGKcUTLE]LOCK
�0f�
�G��O��NG7��CF
IN FIELD)
RPLIggAE
UF" TO�-D�LENCsTH�
•
(1) 15 CONTINUOUB
•_
(OPTIONAL)
-1t0
1/32' BTIRRUPO AT 4'-0' cc
.R
-_Y
-'A' 15ARS_(MAIN REINF,)
I 3 I 15' BARB - SEE SGHE[PULE I_ I, 11-32' 15TIRRUP5 AT 4'-0' cc 1 •/ 1
I
TYPICAL LINTEL 8"X8" SECTION TYPICAL LINTEL 8"X8" RECESSED SECTION
TIONAL 45T
gTg�OBP LEG BATS. qA��FF77
M'LP TO IVIP �ENt'sTH5 .
1,32• STIRRIPB - a'-®' G/G )AME OA TWELL
IONAL T1'P 51GNATION A 012079
mmwmmwo
;-
'A' BAR5 (MAIN REINF) NOMINAL lUIDTH/HEIGHT OF LINTEL
-SRO SEE SCHEDULE
9 I I 6' SARs - 5EE SCHEDULE PLAIN OR ✓+OLID LINTEL •
/ 0/1
j � I DAT 02/11/1.0
z
TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"X8" SECTION No. OF Ap15 r IN UPPER
OR LOWERIAL OWER LINTEL CCAAVITY SHEET
�J
0
25 -SH
25 - SN
EGRE53
F=C�RI=55
cl-3cll�
t7-L-�--Y. "A" 4 *t::5" u(i;`1
26 -SN
*2� ELEv. A, s uf3, - - - - -
'0-"
uALCULATIONS
50
(-jv0PT..3rd CAIR.GXRAGE
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CALL #
SQUARE
FOOTAGE
WINDOW S1
AND TYPE
ZONE
110 MPH WIND
REMARKS
120 MPH WIND
1
1-1
25 -SN
5
21.1/ -28.0
25.0/ -33.1
lA
19
26 -5N
5
20.9/ -2-1.0
24.8/ -32.6
2
11
25 -SN
5
21.1/ -2£x.0
25.0/ -33.1
2A
19
26 -SH
5
20.9/ -21.0
24.8/ -32.6
3
11
25-5N
5
13.3/ -22.4
21.8/ -26.7
3A
19
26 -SH
5
20.9/ -2-1.0
24.8/ -32.6
4
24
3080 DR
4
21.1 / -22.9
25.1/ -2-1.3
5
112
16'-0 X 1'-0
C:PARAGE DR.
5
21.1 / -22.9
25.1/ -21.3
5A
56
81-0" x 11-0"
GARAGE DR.
5
19.4/ -24.4
23.1/ -29.0
11
25 -SH
4
21.1/ -22.9
25.1/ -21.3
7
1-i
25=5N
4
21.1/ -22.9
25.1/ -2-1.3
8
1-i
25-5N
4
21.1 / -22.9
25.1/ -21.3
9
l
5
21.1 / -22.91-125-5N
25.1/ -2-1.3
10
40
OPTIONAL
6063 S.G.D.
5
19.9/ -25.5
23. i/ -30.3
11
40
6'-0" X 6'-8"
5
19.9/ -25.5
23.1/ -30.3
12
24
35-5N
4
20.6/ -22.4
24.5/ -26.1
13
24
35-5N
4 1
20.6/ -22.4
24.5/ -26.1
WHEN CALCULATINe WIND PRE55UR3=5 ON A 6ARA6E DOOfR, FLOPIDA
BUILDING CODE, 2001 ALLOWS THE PRE55URE5 TO DE AVERAGED WHEN
THE OPENING IS PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5
WIND PR)=55URES ARE RASED ON WIND SPEED=120MPN (3 5ECOND C�;U5T)
IMPORTANCE FACTOR= 1.0
EXPOSURE CATEGORY = B
MEAN ROOF kE IGNT = LESS THAN 30 FT. FOR AN ENCLOSED BUILDING
16'-0"
iT
PERCENTAGE OF AREA WITHIN ZONE 4:
A,, = 11.3 3 - t6 = 0.71 ft2
PEKCENTAGE OF AREA WITHIN ZONE 5:
A5=4.66=t6=0.29Tt2
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
p = 21.8 (0.9) + 21.8 (0.10)
= 19.62 -+- 2.18
= 21.8 psf
AVERAGE NEGATIVE PRESSURE ON` GARAGE DOOR:
p = -21.0 (0.71) + - 26.55(0.29)
_ -17.05 -+- (-7.7)
_ -24.75 psr.
AVERAGE GARAGE DOOR PRESSURE:
p=2.1.8/-21.8
A R C H I T E C T -S
1 N. RONALD REAGAN i3LVI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV, & LOT:
TUSCA
PLACE
NORTH
LO'-I_r' 27
]PROJEcor"Ll-ar
1"03.00
MODEL. -
17 5 5
ODEL:1`55
GARAGE SWING:
RIGHT
IPAGE:
'WIND LOAD
CALCULATIONS
ARCHITECT=
[STATE OF FLORIDA],
=_ 15
.J S CANTWEL L
R NO 12079
TE: 02/11/10,
C Al E.
SHEET
I c OF�
9'-4" 30'-811
11 411
31- 11 lot -oil
12'-011 141-011
�r 25-5N 25 -SH
�.;, EGRESS EGRE55
q� -
- — — — — — -
- �
LAV. OPT.
2-0 LAV.
LANAI I kk AC! I 's �� �l _gl1 41.311
a'cLG. I -[k Z I OWNERS=
ZviI FIE f- SUITE 0. BATH
IL fL a' - a" cLG. a' - a" CLGz. 8 m Lu
Irk U (CARPET) (TILE) m A
II 9 �o
2'_4" m
/ cn
-
`' W.I.C.
ACTIVE Q s 8'-S" GLG. IN
>� (CARPET)
01
_a 11. 111 2—L 1'" 5_53.4CA uwc
4 _
U - IR -ISN
TUB W/
a``'
BATH—
loll N
lo1l Y�
_ - 20'-6" (TILE) c� 11" I 1'-�0" 11'-211
BDRM. 3
GREAT a a' -g" CLG.
ROOM ° (CARPET)
CLG. d
- (CARPET) co c4 _
N
2-6 m
- ' /'-a" N 3'-g" 3'-2" `•1-.11_KJ 11
= cv
a � IR -ISN
' I 4 - O BF. �..
DINING
ROOM I I R.A.G.
S' -S" CLCc. 3 `�` I I 1
(CARPET) -- `"� ------
5'-4" 3 , !� 12' -all
\Ielll ,
L o _ J LAUN. BDRM. 2
- - J - - _ - - - - i - I S GLC.
3 -SN �CARPETx
9 -8)
FOYERpQ I `�TILE�
�'-8" CLG. _MT_
■ i SINK (,
W. 2-0 I I = (TILE) 20 MIN.
5 � I I =r X wH.
_" �" '
_ IN
-O
= I z KITCHEN\ � M� �\-2`
STEEL
oIaIa I L��_PIPE
F- I 5' -� _alll - BOLLARD - - _ - -
F� cr I O I>i I = I r 22 "x54"
_ -�
- � I ATTIC I
' 40"X16"X10' L ACCESS U
— - I I - _ - TRANS. ABV
II1-411 21-011 ................ _ (ELEV/. C)
A -� 40'IX(ICJ Il
NOOK m ENTRY TRANS. AE3V
a TIS _ a' -a" CLG. — (ELEV. D) 2_CAR GAR.
al -a" CLG.
_ I
y�y� @ � 4 11 R 11 \
26-5H
ELEV. "A"
J 1
COND.�
MODEL SPECIFICATIONS
* GARAGE DR''wALL TO FE
TAPED, UNPAINTED, UNFIN5HED
* WINDOW SILLS TO ISE OPTIONAL
* MASTER AND SECONDARY 5ATH
TO RECEIVE 3e?" MIRROR
* VANITY MIRRORS To E3E RAISED
OFF BACK5PLASH
* ALL DOORS ARE 6'-0" HIGH
UNLESS NOTED OTHERWISE.
* ALL TUP FIXTURES TO BE WALL
MOUNTED
3 -1/2!-
('A
1/2°.
9-1/2" 2ll
ELEG. OUTLET
PER EL -EC. CODE
TOP ILI
DPL..
PLATE
u�
z
u
EXTERIOR MA50NRY
WALL E31;PG. HEIGHTS
a'-8" DRG.
91-4" E3RG.
3 1 O II 31-211
4
�" A�C�
KITCHEN , /w DINING ROOM
v
A
V---Jl
SQo1 T.
CLSLC.'S
V
A
\
2411
DW.
LIVING
GARAGE
ENTRY
LANAI
1153
404
35
93
SQ. FT.
SQ. FT.
So. FT.
SGS. FT.
TOTAL
OPT. GARAGE
2205
213
SQ. FT.
SCS. FT.
3 1 O II 31-211
4
�" A�C�
KITCHEN , /w DINING ROOM
v
A
V---Jl
yi
V
A
\
2411
DW.
00 00
4 II
AI CH DETAIL ITCHEN
n4SCALE: 1/4 = 1 -0
OWNER'5 SUITE
L
I
® C (y-0
cv
— lel
InFJIB J
C
�TGI IEN
SCALE: 1/4" = 1'-0II
BAT��C 2 OWNER'S BATH � N�]�'� 13ATH
SCALE: 1/4" = 1'-011 SCALE: 1/41 _ 11-011
SCALE: 1/4° = 11.011
— — BDRM. 2
F tp a'-&" CLG. — l \
(CARPET) -
o� I 1coND }
L --J LAUN. .� lo' -o"
NmT
)
0 I
L_ —J
20 MIN. -�
°
4 J� \-2" STEEL
PIPE
BOLLARD - - - - -
F
- I ATTIC
= L ACCESS J
OPTIONAL
3RD. CAR GAR.
a' -a" CLG.
2—CAR GAR.
\ I 16'-0" X -1'-01, O.H. = I 3 =
/ .....-----.-------------- I = N5
4�
1' - 4"- .
_ I I -
I r " - I II 1 /71 ll 1 ro' - o " X 1'-0' O.H. T - - -. -.- - - -. -. _
iU
-0
/ ----- --- ---o._ � —
13'-4" y-�'-Lill I 201-011 I
11 1411
J-0 '5 0/ /
20'-0"
401-011
8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B"
9'-4" E3EARING HEIGHT THROUGH OUT ELEVATION "CII 4 "D"
301=011
OPT. 3rd. CAR GARAGE
a' -al' BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 115"
9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "C" � "D"
A R C H I T E C T S'Y
Despin
rouia.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078 . -
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325.
TUS C A
_P
L.ACF.
.NORTH
LOT 27
PR®JEC`I'#
1703.00
ID
1755"
GARAGE SWING:
RIGHT
FACE:
FLOOR
PLAN
AICHITECT�
TATE ®E FLORIDA
DAJ*: 02/11/10
SCAJ-0: 1/411_1,_O„
SHEET
2 ��
'10
V
A
w
�
00 00
�TGI IEN
SCALE: 1/4" = 1'-0II
BAT��C 2 OWNER'S BATH � N�]�'� 13ATH
SCALE: 1/4" = 1'-011 SCALE: 1/41 _ 11-011
SCALE: 1/4° = 11.011
— — BDRM. 2
F tp a'-&" CLG. — l \
(CARPET) -
o� I 1coND }
L --J LAUN. .� lo' -o"
NmT
)
0 I
L_ —J
20 MIN. -�
°
4 J� \-2" STEEL
PIPE
BOLLARD - - - - -
F
- I ATTIC
= L ACCESS J
OPTIONAL
3RD. CAR GAR.
a' -a" CLG.
2—CAR GAR.
\ I 16'-0" X -1'-01, O.H. = I 3 =
/ .....-----.-------------- I = N5
4�
1' - 4"- .
_ I I -
I r " - I II 1 /71 ll 1 ro' - o " X 1'-0' O.H. T - - -. -.- - - -. -. _
iU
-0
/ ----- --- ---o._ � —
13'-4" y-�'-Lill I 201-011 I
11 1411
J-0 '5 0/ /
20'-0"
401-011
8'-8" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B"
9'-4" E3EARING HEIGHT THROUGH OUT ELEVATION "CII 4 "D"
301=011
OPT. 3rd. CAR GARAGE
a' -al' BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 115"
9'-4" FEARING HEIGHT THROUGH OUT ELEVATION "C" � "D"
A R C H I T E C T S'Y
Despin
rouia.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078 . -
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325.
TUS C A
_P
L.ACF.
.NORTH
LOT 27
PR®JEC`I'#
1703.00
ID
1755"
GARAGE SWING:
RIGHT
FACE:
FLOOR
PLAN
AICHITECT�
TATE ®E FLORIDA
DAJ*: 02/11/10
SCAJ-0: 1/411_1,_O„
SHEET
2 ��
'10
1-f'-4 1/2" BLDG. HGT.
INN
m
�e, SCORED BAND
CTYPJ
0'-0" FIN. F
IV
IM
®'-O" FIN. FSR. _
❑I i�IC'i�i h ��_s Ci
BRE TFCi
I -/SII
SCORED SAND TYP.
STONE VENEER TYP.
'F RONT ELEVATION
TEXTURED FINISH
STONE VENEER TO BE INSTALLED
PER MANUFACTURERS SPECIFICATIONS
REAR
TEXTURED FINISH
1.1 FAITHMAIN � w_ � 101,
'-O" FIN. F
_f —A) V-0" FIN- FLR.
IM
STONE YENEI=R TYP.
D' - FIN. 1:LK
CAR GAR,,AGE OPT(D]3rd
FRONT ELEVATION
STONE VENEER TO 5E INSTALLED
PER MANUFACTURERS 5PECIFICATIONS
------------- ----- -----
3Zrdd. CAR GARAGE OPT.
REAR rzLEVATION
A R C H I T E C T S I
Desi n
1Ou Inc.
SUIBIDIV. & LOT:
TUS C A
PLACE,
N O R'T T_i
LOT 27
PROJECT#
1703.00
MODEL:
"175511
GARAGE SWING:
RIGHT
PAGE:
F LF VA's:' I ON
>> B"
FRONT &
REAR
ARCHITECT
STATE CSE FLORIDA
JAMES CANTWEILL
AR NO 12079
(ITE: 02/11/10 -
SCALE: 1 /4,7=1p_ 7,
I
'-O" FIN. F
_f —A) V-0" FIN- FLR.
IM
STONE YENEI=R TYP.
D' - FIN. 1:LK
CAR GAR,,AGE OPT(D]3rd
FRONT ELEVATION
STONE VENEER TO 5E INSTALLED
PER MANUFACTURERS 5PECIFICATIONS
------------- ----- -----
3Zrdd. CAR GARAGE OPT.
REAR rzLEVATION
A R C H I T E C T S I
Desi n
1Ou Inc.
SUIBIDIV. & LOT:
TUS C A
PLACE,
N O R'T T_i
LOT 27
PROJECT#
1703.00
MODEL:
"175511
GARAGE SWING:
RIGHT
PAGE:
F LF VA's:' I ON
>> B"
FRONT &
REAR
ARCHITECT
STATE CSE FLORIDA
JAMES CANTWEILL
AR NO 12079
(ITE: 02/11/10 -
SCALE: 1 /4,7=1p_ 7,
3rd CAR GARAGE OPT.
RIC -;HT ELEVATION
STONE VENEER TO f5rz INSTALLED
PER MANUFACTURERS SPEGII=IGATIONS
?,'-a" F3RC H— T—L� J –
O' -O" FIN. FLR. r� _
�I
SAND TYP.
STONE VENEER TYP.
0'-0" FIN. PLR.
– –
a' - S" 5RG�._HCUL
III-�II
F1 —Ij
– – – – – – – – –OLo'-0` FIN_
FUR
R1'k03rHT ELEVATION
TEXTURED FINISH
STONE VENEER TO BE INSTALLED
PER MANUFACTURERS SPECIFICATIONS
LEFT ELEVATION
TEXTURED FINISH
STONE VENEER TO 8E INSTALLED
PER MANUFACTURERS 51=ECIFICATION5
AM
--STONE VENEER TYF.
O' -O" FIN. FLR.
A R C H II T C C T S
1
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 000332512
pUDro & LoOb
:
TUSCA
PLACE
NORTH
LOT 27
PROJECT#
1`03.00
MODE
"1"755"
GARAGE S WIENG:
RIGHT
IPAGE: F
ELEVATION
"Bea
LEFT &
RIGHI
r
ARCHITECT,
STATE OF FLORIDA
JAM _ CAIVT�1/E_I_L
NO 12079
D�, 02/11/10
SCALE:1/4)—t)-0
)
SHEEN'
4H OF 1
F
II II OPT. II
II II ���BII
sir
II II II
__ �
II II II
—'
�
II II II
—
_
-
_
F=4 ?—
r—
–
LEFT ELEVATION
TEXTURED FINISH
STONE VENEER TO 8E INSTALLED
PER MANUFACTURERS 51=ECIFICATION5
AM
--STONE VENEER TYF.
O' -O" FIN. FLR.
A R C H II T C C T S
1
41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 000332512
pUDro & LoOb
:
TUSCA
PLACE
NORTH
LOT 27
PROJECT#
1`03.00
MODE
"1"755"
GARAGE S WIENG:
RIGHT
IPAGE: F
ELEVATION
"Bea
LEFT &
RIGHI
r
ARCHITECT,
STATE OF FLORIDA
JAM _ CAIVT�1/E_I_L
NO 12079
D�, 02/11/10
SCALE:1/4)—t)-0
)
SHEEN'
4H OF 1
S I Ind P,cm N
HEADER �I'A_N CHARM'
DES.
UPLIFT
GRAVITY
FASTNER
>-
META -16
1450
5121=
(1) lod x 1 1/2 I -PLY/ (6) 16d 2 -PLY
Z
(2) META -16
1985
UP TO 5'-4"
5'-4" TO 1'-0"
1'-O" TO 10"-O"
10'-O" AND OYER
(10) lod x 1 12 ]-FLY
p
NUMBER OF FULL LENGTH STUDS
19o0
SIZE
(14) l6d 2 -PLY
a <
HFTA-16
1810
OF TO 5'-0"
5'-0" TO 6'-4"
6'-4" TO a "-01'
a' -O" AND OYER
(9) lod x 1 1/2 I -PLY/ (8) I6d 2 -PLY
HETA-20
1810
(9) 10d x 1 1/2 I -PLY/ (8) 16d 2 -PLY
(2) HFTA-20
2035
(10) lod x 1 1/2 1 -PLY
2500
(12) 1(od 2 -PLY
MGT +
3965
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD
HGT-2 +
Io98o
(2) 3/4' A.T.R. IN HIGH 5TRFNGTH EPDXY (MIN. 12EMBFD), (16) 10CA TO WOOD
HGT-3 +
10530
(2) 3/4' A.T.R. IN HIGH 5TRFNCSTH EPDXY (MIN. 12' FMPEP), (16) 10d TO WOOD
LTAI
1420
(12) 10d x 1-1/2'
VGT
4940
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), 01&) 5D5 1/4' X 3' TO WOOD
(2)YGT(2-PLY/3-PLT)
1185/8890
(2) 5/8' A.T_R. IN HIGH 65RENGTH EPDXY (MIN. 12' EMBED), (32) SDS 1/4' X 3' TO WOOD
MTS -12
1000
(14) lod x 1 1/2
HT5-16
1150
(16) lod x 1 1/2
HT5-20
1450
(24) lod x 1 1/2
LSTA-12 ++
925
(10) lod
LOTA-18 ++
1235
04) 10d
V)
META -18 ++
1315
(14) 10d
Q
M5TA-24 ++
1640
(18) loci
n''
MSTA-36 ++
2050
(26) loci
~
1 16T1-36
3800
(36) loci x 1 1/2
1`16TI-48
5065
(48) 10d x 1 1/2
Hlo
950
(8) 8d TO PLATES, (8) 8d TO 5TUDS
5P4
885
(6) lod x 1 1/2' TO 5TUD6
A33
150
(4) 10d TO BEAM (4) 10d TO POST.
HCP2
645
(6) 10ci x 1-1/2'
HIO
995
ll6) 8d x 1-1/2
ABU 44
2200
6665
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (12) 16d To WOOD
V)
ABU 66
2300
12000
CU 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM13ED.) IN CONE., (12)l6d TO WOOD
C
LTTI9 +++
1340
(I) 3/4' A.T.R. IN HIGH STRENGTH FPDXY, (MIN. 1' FMBFPJ IN CONC_, (B)10d TO WOOD
O
2
1 TT20B +++
1625
(1) 1/2' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONG., (2))6' BOLT TO WOOD
C)
3610
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' )=M33EP_) IN CONC. (18) 10d x 1 1/2' TO WOOD
z
HTT4
4235
(1) 5/8' A.T.R. IN HIGH 5TRENGTH EPDXY, (MIN. 1' EMBED.) IN CONG. (10) 16d x 2 12' To WOOD
a4350
(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5ED.) IN CONC. (26) 10d x 1 1/2' TO WOOD
HTTB
4610
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (26) loci To WOOD
5090
1) 5/e' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (26) locl x 2 12' TO WOOD
HHDQII-SPS 2.5+
11,445
(1) 1'FA.TS.R. IN HIGH STRENGTH EPDXY, (MIN. lo' FMBFDJ IN CONC, (24,5pS a' x WOOD
HD-1
64800
(U 1/8' A.B. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC. (3) W STUD BOLTS TO WOOD
MBHA 3.56/1125
3415
5330
(I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C)'1_U. TOP,
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EM5EDMENT) IN C.M.U. FAGS,
(IBAOd TO BFAM
V)
Ld
W
HUBC412 (WOOD)
3240
2510 (FLOG
3140 (ROOF)
(10) 16d TO HEADER, (10) 16d TO WOOD
C7
HUC410 (CMU)
1810
5085
10-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) 10d TO WOOD
z
a
T
HIGH STRFNGTH EPDXY SIMPSON 'SET FPDXY-TIF'. CONTACT THE ARCHITFCT/FNGINFFR OF RECORD FOR WRITTEN APPROVAL.
PRIOR TO 6UF36TITUTING FOR 51MILAR EPDXY PRODUCTS.
+ WHERE ANCHOR FM5FDMENT 15 GREATER THAN 1' PEEP, THE VFRTICAI. CELL IN CM11. WALL MUST BF FILLFP SOLID w/ GROUT.
++ 10d COMMON NAILS CAN BF 51.155TITUTFID WITH 10d x 112' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 RFQUIRFD FUR THI6 APPLICATION PRIOR TO INSTALLATION.
Ld
1---
+++ MINIMUM EMBEDMENT INTO THE TOP OF A 5oND5EAM WILL 5E 51, MINIMUM 1=M5EpMENT INTo THE FOUNDATION WILL BE 1'
0
A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
f3ECAU&F OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST 5F RESPONSII3LF FOR MAKING 6URF THAT THE PROPER CORR0610N PROTECTION 15 1.15FD.
WHEN USING STAINLESS STEEL CONNECTORS, USE 5TAINLES5 STEEL FA5TENER5. WHEN USING IMAX / HPG GALVANIZED CONNFCTOR6,
USE FASTENERS GALVANIZED PER A5TM-AI53
USE OF EXPANSION ANCHORS WILL BF EVALUATED ON AN INDIVIDUAL DA616 AND MUST HAVE WRITTEN APPROVAL FROM THE
ARCHITFCT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON 51MP90N 'WOOD CONSTRUCTION CONNECTORS C-2009', 'HIGH WIND -RE515TANT CONSTRUCTION
C -14W05 -R', T-ANCHOR6PEC01, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-2009.
HEADER �I'A_N CHARM'
MINIMUM WALL ANIS HEADER
�IT� RE�UIRElVIENTS
MAXIMUM HEADEiR SPAN (Ft.)
UP TO
5'-0" TO
51NC:�LE
STORY APPLICATION
4'- 1/2
' "
1'-11 1/2"
AND UP
5121=
CLEAR SPAN
DBL 2
DBL 2
DE3L 2
DBL 2
x 6
x a
x 10
x 12
UP TO 5'-4"
5'-4" TO 1'-0"
1'-O" TO 10"-O"
10'-O" AND OYER
TWO STORY APfi=LICATION DOWN STAIRS
3
NUMBER OF FULL LENGTH STUDS
SIZE
CLEAR 5F'AN
DBL 2
DBL 2
DBL 2
DBl- 2
x G
x 5
x 10
x 12
OF TO 5'-0"
5'-0" TO 6'-4"
6'-4" TO a "-01'
a' -O" AND OYER
MINIMUM WALL ANIS HEADER
�IT� RE�UIRElVIENTS
MAXIMUM HEADEiR SPAN (Ft.)
UP TO
5'-0" TO
01-0"
U.N.O.
4'- 1/2
' "
1'-11 1/2"
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 x 12
CV2 SYF)
I/16 ° 05B3
NAIL (3)12d O.G.
TYP. 2X1(2 IBM./HDR.
FRAMING NOTES:
1. HURRICANE 5TRAP5 TO BE MANUFACTURED 5Y
S IMFSON STRONG -TIE OR EQUAL, U.N.O.
2. TYFICAL HURRICANE STRAPS ARE 45 FOLLOWS,
U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL BE
META -1e
* FLOOR JOIST TO MASONRY"/CONCRETE SHALL BE
HETA-1e, AT EACH END AND 32" ON
CEN,rER ON JOISTS F=ARALLEL TO WALL.
* TRU55 TO WOOD FRAMING SHALL. BE MTS -12
3.TRUS5 TO TRUSS CONNECTIONS AND HANGERS
SHA._L. BE DESIGNED AND SUFfz'LIED 5Y TRUSS
MANUFACTURER.
4. REFER TO TRU55 MANUFACTURER'5 5IGNED AND
SEALED DRAWINGS FOR LOCATIONS, i~'RGFILE, AND
SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM UJALL $ HEADER
STUD REQ. ARE 5TANDARD U.N.O ON FRAMING
FLAN
6. MIN. 2X4 Hli= CUT BLOCKING SECURED W/3 -10d
GUN NAILS OR 3-12d NAND DRIVES a EA. END. CUT
WITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS FEF,:'
Afz'A REOUIREMENT5.
Jl
J3
J5
-1 -1 -1 -1 1p w
(J� ty3 vi -1 -I -1 W vj
FRAMING P ELEVATION
S' -a" BEARING HEIGHT THROUGH OUT ELEVATION "A" 4 "B"
9'-4" BEARING HEIGHT THROUGH OUT ELEVATION "C" 4 "D"
- — — — — — — — ---C)
& 1
-
H15
H13
i
)OPT. 3rd CAR
LD M
(2) META -16
SOUTHERN TRUSS 05/27/09
A R C H I T E C T S
2-1
.9. UIBDIV. , & LOT:
TUSCA
P L.AC E
NO RTH
LOT 27
PROJEC I
1703.00
MODEI..:
1755"
GARBAGE SWING:
RIGH!
PAGE:
FRAMING
PLAN
ELEVATION•
ARCHITECT:
STATE OF FLORIDA
Fc -r) �
):.` x..51
DAME CANTWELL
A NO 12979
DAT' 02/11/1,0.
SCAM: 1/4",
5
F3 DoF 1_ 6-)
DAME CANTWELL
A NO 12979
DAT' 02/11/1,0.
SCAM: 1/4",
5
F3 DoF 1_ 6-)
ELECTRICAL LEGEND
6-r- 150!-
DEFINITION
NOTES
d)
125V OUTLET
20 AMP
VA
IIOV OUTLET
20/1
1 12
1500
REFRIGERATOR
1/2 OF CUTLET
2 14
1200
IIOV OUTLET
UJIFzrzp TO
3 14
1200
P 15P05AL
SWITCH
4 14
1000
MICROWAVE/HOOD
EQUIPED WITH
5 14
8IIOV
GF I
OUTLET
GROUND FAULT
(TAMPER RE675TANT
6
220V OUTLET
4 WIRE
40/2
8,10 8 U
CONNECTION
WP
EXTERIOR
COQ FAULT
0 GFI
WATERPROOF-
44"A.F.F.
_
OUTLET
INTERRUPTER
30/2
SWITCH
300-1
SMALL AFFIANCE CIRUITS
SWITCH
3 -WAY OPER
lt4
5l.UITCH
4 -WAY OPER.
-
WALL
LIGHT W/SWITCH
9
h'foUNTUNTED
O
2' STEEL \
LIGHT
_
3::� -
CEILING LIGHT
PIPE
1
VAPOR
�0
OOF
I-•�'
VP
L IGHT
[L
IRECE65ED
L — — — — — J
\'0-7w/CAN
I CFM PER
VENT. FAN
60. FT.
VENT. FAN
I CFM PER
W/LIGHT
50. FT.
�-�
2' LIGHT 6TRIP
4' LIGHT STRIP
_
-
KEYLESS
4' RECESSED
2-BULD WRAP
FLUORESCENT
LIGHT
AROUND
_
2' FLUORESCENT
4' PLUoRt-=6cENT
4' TRACK LIGHT
®
PANEL
METER
\;� \
SMOKE
0ATT.0ACK-UP
OS.p.
DETECTOR
W/ HARDWIFRE
INTER-
WALL
BATT. BACK-UP
MOUNTED
W/ HAR7WIRE
5 D
SMOKE
INTER -
DETECTOR
CONNECTED
2 -CAR GAR.
-_
BATT. BACK-UP
CAR5ON
W/ HARDWIRE
(�
MONOXIDE/INTER-
CONNECTED
SMOKE DETECTOR
SHALL ESE A
COM50
DfSTANCE OF NOT
LESS THEN 4'
-----------------
FROM WALL
PENDANT
--------------------
-------------------_-OPT.
LIGHT
NATURAL GAS
-- — _._.
OPT.
_. - - - --- --
OUTLET
®
TELEPHONE
COACH
JACK
r
U1N
IUATER HEAT,
LIGHTS
D 15CONNECT
MAIC-
AIR. COND.
DISCONNECT
tV.
TELEV15ION
JACK
C G ROX
REQUIRED TO
PF SUPPORTED
O
J -BOX
IN ACCORDANCE
W/ i3OX MARKED
AS SUCH FOR
INSPECTION
GFI LiNG
FANLIN -IT
0
G G 5X
REQUIRED TO
rz SUPPORTED
IN5 ACCORDANCE
Ill/ E3OX MARI<FD
AS 5UGH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
KP SECURITY
KEYPAD
PUSH- FOR
4 pp. SUTTON CHIMES
• LOCATION OF TV JACKS 4 PHONE OUTLETS
4 FANS TO BE VERIFIED 6 HOMEOWNER
PRE -CONSTRUCTION MEETING,
ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED
PER NEC 210.12(b)
. 20 AMP DEDICATED LAUNDRY CIRCUIT.
* GFI a 15LAND (NOT ON KITCHEN CIRCUIT)
* D15HUJA5HER D15CONNECT TO B!^
LOCKOUT IN PANEL
* BATHROOM EXAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT.(F5(--
2oo7,RE51DENTIAL CODE TABLE M15063)
* LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
WIRING METHOD SHALL 5E NON METALLIC
CABLE AS N.E.G. 2008 ARTICLE 300.(5) (2)
r ALL RECEPTACLES TO BE TAMPER-
RESISTANT TYP3=
0
GF I
WP
LANAI GSI
Gil EArr
GFI
OWNERS
Q SUITE
CEILING MTD.
L IGHT TO SE
INSTALLED,
PROVIDE
-E3
OFT.
FOR
\ OPT. FAN
\
1
DINING
ROOM \
a him
wl "
Esoollo,
"A
t7
F
LL
KITCHEN U l
/
NOOK
CEILING MTD.
LIGHT TO BE
INSTALLED,
PROVIDE
J - BOX FOR
OPT. FAN
0 1
/ — — — — — — — — — — -
/ \ BDRM. 2
I CEILING MTD
4-
GFI GFI
0. BATH 0
/
i
i
w.i.c. �
i
U CEILING MTD.
L IGHT TO 5E
INSTALLED,
PROVIDE
J - Box FOR
\�\ /PPT_ FAN ,cam
I `\
0 BDRM. 3
I /
/ r
FOYER
— —_
LIGHT TO BE
DESCRIPTION
co
OQ
VA
INSTALLED,
20/1
1 12
1500
REFRIGERATOR
PROVIDE J -SOX
FOR OPT. FAN
2 14
1200
DISHWASHER
15/1
3 14
1200
P 15P05AL
15/1
4 14
1000
MICROWAVE/HOOD
15/1
5 14
1500
DRYER
30/2
1,9 10
5600
RANGE
40/2
8,10 8 U
12000
WATER HEATER
30/2
11,13 10
4500
0 \
44"A.F.F.
_
8000
A/C CONDENSER,
30/2
15,11 10
300-1
SMALL AFFIANCE CIRUITS
20/1 18,19,20 12
4500
WALL MOUNTED
15/1 21
- -
-
- \
LIGHT W/SWITCH
_
- WP I
O
2' STEEL \
IN ATTIC
_
GFI I
1L�
PIPE
X
- \
I-•�'
- I
[L
\
L — — — — — J
I
�
-1 -
-
_
-
KEYLESS
-
FIXTURE
_
\;� \
OUTLET
-
\
e
\
-
2 -CAR GAR.
-_
\\
-----------------
--------------------
-------------------_-OPT.
-- — _._.
OPT.
_. - - - --- --
r r OPT.
COACH
COACH
LIGHTS
LIGHTS
ELEu"`TRlu`AL PLAN
NOTE:
ALL BRANCH CIRCUITS IN THE 5EDROOM5 ARE
TO ESE PROTECTED E3Y AN ARC -FAULT
INTERRUPTER LISTED TO PROVIDE
PROTECTION OF ENTIRE BRANCH CIRCUIT
`GOND.
METER
FIELD
VERIFY
LOC.
METER
FIELD
GFI VERIFY
Wp LOC.
- - - - - - - - - -
-- - - - - - - - - - - - - - -- Z$
--------------- - ��
OPT,
OFT. L IGNTS
COACH
L IGHT5
OPT. 3rd CAR GARAGE
OPT.
COACH
LIGHTS
1*1115- LOAD
INFORMATION
DESCRIPTION
co
CKT WIRE
VA
LAUNDRY/WA5IHER
20/1
1 12
1500
REFRIGERATOR
15/1
2 14
1200
DISHWASHER
15/1
3 14
1200
P 15P05AL
15/1
4 14
1000
MICROWAVE/HOOD
15/1
5 14
1500
DRYER
30/2
1,9 10
5600
RANGE
40/2
8,10 8 U
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
300-1
SMALL AFFIANCE CIRUITS
20/1 18,19,20 12
4500
175 50. FT.
LIGHTING/RECEPTa 3 WATTS
15/1 21
TO 29 14
5325
TOTAL VA
49392
TOTAL LE55 A/C LOAD5
15T 10000
RFEMAINDER PER
NEC -220-30 (ES) AIH UNITS
PER NEC -220-30 (C) (5)
38325
10000
28325
10995
1005.
40%
6550
TOTAL VA
AMP 5
38325
10000
11330
1104&
280502
119
CALCULATION IF HEAT FUME' 15 USED
TOTAL VA IN PANEL LESS A/C LOAD
HEAT PUMP LOAD PER NEC -220-30-(2)
100%
TOTAL VA
AMPS
21500
110ro-1
325671
13(0
NOTE: ALL E3REAKER5 5ERVING E3EDROOM
RECEPTACLES SHALL BE ARC -FAULT TYPE PER
NEC 210-12 REQUIREMENTS.
150 ,SMF L c-rFiGAL R«ER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH
APPLICAE3LE PROVISIONS OF THE 2000 NATIONAL ELECTRICAL CODE,
LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS.
E3. ALL CONDUCTORS SHALL ESE TYPE THHN/THWN UNLESS NOTED
OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE 5ECONDARY-
ELECTRICAL SERVICE. PROVIDE 3 4*1 COPPER (CU) IN
1-1/2'' DIA SCHEDULE &0 PVC CONDUIT OR PROVIDE 3
*2/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 00 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
CO IPANY PRIOR TO BID.
PROVIDE 3 01 CU, 1 *6 CU GND 2'' CONDUIT OR
PROVIDE 3 #2/0 AL, 1 #4 AL GNP IN 2'' CONDUIT.
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURE MLO
M O
PANEL
15OA/2 P
MCB
TELEPHONE SERVICE
ENTRANCE,
EQUIPMENT
INTERSYSTEM BONDING
TERMINAL AT LOW
VOLTAGE CONNECTIONS
CAPLE
TELEVISION
SERVICE
ENTRANCE
EQUIPMENT
1 #(o CU SERVICE GROUND
CONNECTED TO CONCRETE ENCASED
FOOTER STEEL PER NEC 2008 2F20-52(3).
5/s" DIA x a FT LONG COPPER CLAD GROUND ROD
ARC H I T E C .T S
I N. RONALD REAGAN BLV[
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
TUS C A
PLACE
NORTH
LOT 2
]PROJECT#
1703.0-0
MODEL
"1755"
GARAGE SVlN�z
RIGHTI
PAGE:
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
LL
DA �: 02/11 /10.
SCAB: 1 /4 I> _ 0„
SHEET
OF
(i) 5 REBAR VERTICALLY W/ CONC.
TEXTURED FINISH
TEXTURED FINISH
- _ CELLR-II
INSULATION MIN.
MIN.
�PouR
R -4a INSULATION
T_�
S7Up& Ib' O.G. MAX
STUDS raI O.CON
-
c TEXTURED FINISH
_
1/2' GYP. WL. BD.
�
1/2'GYP. WL. BD.
r
£ w - - a' CMU
SECURE BT. PLATE TO (SLK W/
ANCHOR BoL'1 W/ 2' WASHER SET IN
SECURE HT. PLATE TO BLAH W/ �'
ANCHOR poL T W/ 2' WASHER SET IN
SEGURE HT. PLATE TO SL.AB W/ 10d
CUT NAILS/ MASONRY NAIL m 32' O.C.
WOOD BASE
w
( SECURE BT. PLATE TO SLK W/ �'
Ir! "' WOOD BASE
SECURE EST. PLATE TO BLK W/
- _
N _ - I/2' CaYY. WL. BD.
i
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EMBED. MIN. m 32' OC MAX.
SIMP50N HIGH STRENGTH EPDXY -I'
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MAX
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7
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FIBERME3H ON (a -MIL POLY
4' LONG, f INF. W/ 6'x6' •10 IlAld 1 OR
- FIBERMESH ON 6 -MIL POLY
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FIBEWESH ON 6 -MIL POLY
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FIFsFFd 1FSH ON 6 -MIL POLY
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FIESERMESH ON 6 -MIL POLY
° ETHYLENE VAPOR BARRIER ON
dl
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WFLL-COMPACTED CLEAN TERMITE
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O WELL -COMPACTED CLEAN TERMITE
z W ETHYLENE VAPOR BARRIER ON
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;n O TRFATED FILL
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TEAT=D FILL
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(2) "5 REHAR ON CHAIRS
;n 1, 4, (2) 5 REBAR ON CHAIRS
1—STORY FOOTING
1—STORY FOOTING
2—STORY FOOTING
1—STORY FOOTING
1 -STORY FOOTING
2—STORY FOOTING
1 W BLOCK1 WALL
AT L.B.W. W UPLIFT)AT
AT L.B.W. W NO—UPLIFT)
W sRAMEI WALL
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SCALE:1 -1
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,l
SCALE: I/2"=1' -fa'
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(1) 5 REBAR VERTICALLY
=
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STUDS 16' D.C. MAX
-
=
? 8' CMU
a' CMU
z GURR HEIGHT VARIES
01
010/10 ILU.M OR FIBFRMF6N ON
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VARIES WITH SLOPE
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ANCHOR BOLT W/ 2" WASHER SET IN
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(2) 05 REBAR ON CHAIRS
£ >
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II 4"
> > 4" 6' b" 4"
m O
4. 4' ETHYLENE VAPOR BARRIER ON
�p
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WELL -COMPACTED CLEAN TERMITE
TREATE=D FILL
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GARAGE STEP—UP
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1—STORY FOOTING
2—STORY FOOTING
NON—BEARING
1—STORY L.B.W.
2— STORY L.B.W.
rr SERVICE DOOR
AT GARAGE
A AT GARAGE
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SCALE: /2
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FIi3ER"fESH ON 6 -MIL POLY
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SCALE: 1/2'=V-0'
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VARIES PER ELEV-
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7
2X6 GARAGE DOOR BUCK W/
J-BOLT6 T EMBEDMENT MIN W/ 2'X2'XYa
FP WASHER AND NUT SPADED EVENLY FROM
8' CMU (TYP.)
CELL (TYP,) FLOOR TO GARAGE DOOR HpK IN JOINTS
—2X WALL FRAMING
(3A'Xa' ANCHOR BOLTS yr (3.%'XS'
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d
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° GROUTED BOND BEAM
PRIOR TO FILLING.
1-2X6 PT BLOCK m CENTER OF DOOR
HEADER W/(I) �'X8' J -BOLTS 6'
WASHER AND NUT SPACED EVENLY FROM
FLOOR To BOND BEAM. SET IN JOINTS
PRIOR TO FILLING. (SLEEVED ANCHOR IN
SOLID ACCEPTABLE
I -Stogy
(2) "5 RFBAR ON CHAIRS
_
I •"
a
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EMBEDMENT W/ 2'X2Vk'V WASHER AND NUT
GARAGE DOOR INFO
POUR RETROFIT)
EXT. /INT. FRAME WALL TO
GAS LINE THRU BLOCK
17 SCALE, I'=1'-0'
2-5TORY
(3) 03 REBAR ON CHAIRS
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d
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."' CLEANOUT REQUIRED
.•+
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Q I Al
d' ••;d '.
E U- w 4' CONC, IRE INK W/ 6'xb' 010 WWM OR
1 Q FIBERMESH ON b POLY
- �j -; FOR INSPEGTIDN
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16 d b PVG CHASE THRU FOOTING
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4'L5�4' (2) 05 REBAR ON GHAIgS
ALL-COMPAc_TFD CLEAN T3=RMIT3
TREATED FILL
�° '' ., ' , .. ; •'. I
1. 4. 2 -&TORY
3)#5 REBAR ON CHAIRS
2'-I' MIN. LAP
PIPE THROUGH
HORIZONTAL/VERTICAL
'I'YP. RETROFIT FOR
TYP. REBAR LAP
1—STORY FOO'I'ING
_JORIZONTAL/VERTICAL
REINFORCING AT
A OMITTED DOWELS
6C F: 1/2'. -0'
� REBAR LAP AT FOOrI'ING
SCALE: 1/2'•1'-0'
C AT LINTEL CORNERS
SCALE: I/2'•I'-0'
� W BLOCK 'WALL
SCALE: 1/2'-1'-0'
� REINFORCING
G E: 112'•1'-0,
� BEARING CHANGE
SCALE; 1/2'•1'-0'
AL]C_d EXT'EFZIO f?, 1F0O TEF2S
A'-' FINIS I -I S ]L,AI3s
I-rO 131E mil -IT. 12" :BEI_.O -W
0 I:L
A R C H I 'T E C" S
1441 N. RONALD RFAGjLV
LONGWQOD, FL'32
PH: 407-774-607
FAX: 407-774-40www.abdesigngroup
AA #: 0003325
SUBDI". Ift IST:
TUS C; A
PLACE
�
NORTH-,
LOT 27
PROJECT#
1`03.00
MODIET�'
"1'55
GARAGE SWING:
FRIGHT
PAGI s:
MONO LITHIC
FO UND.A'11110
D'P-i 'AILS /
SECTIONS
AFiOHITEOT� � -
_QTATP: nF= m rimn A
JA E �ANJWE_LL
NO 12079 -
D M. 02/11/10
x:1/41) --01'
SHEET
D OF
PANEL ANCHOR
SEALANT
i
MINE
SEALANT
3/0" -EXPANSION STRfP- Q
FREE OF MORTAR
PANEL ANCHOR
1/4" EXP. BOLT
TWO PER ANCHOR
WALL FRAME SHOWN HERE
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL FRAMING GAN BE
CONCRf, TE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
PANEL ANCHOR S'T'YLE CONSTRUCTION
/SECURE 2x6 MIN. To BLK W/ (2),a'
/—ANCHOR BOLT W/ 2' WASHER SET
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2XE� GARAGE DOOR BUCK W/ (3) —
i XO' J -BOLTS -1' EMBEDMENT MIN.
W/ 2'X2'/'8 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR_ IN JOINTS
PRIOR TO FILLING.
1-2X(o PT BLOCK a CENTER OF
DOOR HEADER W/(I)Y'XO' J -P -30I. -TS
6' EMBEDMENT W/ 2'X2"X%a' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
8 NOT USED
Cl
0
LINTEL PLATE
- 3/8" EXPANSION STRIP FREE OF MORTAR
LINTEL
SEALANT TO BE MIN.
1/2" DEEP
SEE NOTE
EXPANSION STRIP
PANEL ANCHOR
GLASS BLOCK
NOTE: THIS DIMENSION IS
DETERMINED FY THE ANTICIPATED
DEFLECTION OF TE STRUCTURAL
MEMBER ABOVE THE GLASS FLOCK.
PANEL REINFORCING e EMERY OTHER
BEP 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= 5 OR N MORTAR
1/4" MIN. 1/2" MAX.
PANEL RE INFORCING
MORTAR
ASPHALT EMULSION a�
-1-3/4" X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GABLE END
W/(2)12dtvEA. UPRIGHT
2X4 SECURED TO
GABLE ENG W/(2)12d
GABLE BLOCKING
TRUSS - 1
2x4 BLOCKING
EA. RAFTER
L-30 EA.
I RAFTER
142.5 EA.
RAFTER
2x4 RAFTER
m 24' O.C.
2x4
FRAMING
(TYP)
FRAMED OVERHANG
4 N.T.S.
2X4 DBL TOP PLATE
2x4 METAL STUD
24" O.C.
1/2" DRY WALL
2X4 16' O.C. MAX
2X4 PT.
BT. PLATE
1/2' A.B W/
t MIN. l' EMBEDMENT
2' DIA. WASHER
32' D.C. MAX
"5 REBAR DONT.
WOOD FRAME TO BLK.
SCALE: 1/2"=I' -O'
SPARK ARREST
PER MANUFACTURER
IX2 PT. TOP OF PDX
DBL. TOP PLATE
2x4 STUD
TEXTURED FINISH OVER -
PAPER PACK EXP. MET.
LATH. W/ ON 0.5.8.
SHEATHING OR 21' CDX
PLYWOOD
PRE. ENCS. TRUSS
PLAN VIEW
SCALE:=1'-0"
SIMPSON H-5 (MIN.)
2X4 TO TRU55
PRE, ENG. TRU55
5P4 OR H-5 TOP PLATE TO STUDS
''1-0'1,45V. 10"-0' LEVEL TO ROOF
DR 2'-O' ARV. HIGHEST RIDGE WITHIN 10'-O'
51MP5ON H-5 (MIN.)
2X4 TO TRU55
1 CHIMNEY DETAILS
PRE -ENG TRU55E5 W/ TRU55
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE 5TUD5 m 16' D.C.
MAX
SIMPSON L6TA-12 m EA. JACK
STUD, BOTH 5IDE5 OF
OPENING.
2x STUDS 10 16" O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN j" OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY A A TIME.
USE 12d NAILS, TWO WITHIN 6"
FROM EACH END 4 NO MORE
THAN 12' D.C. STAGGERED
5P4 OR H5 Q TOP AND
BOTTOM PLATES v EA. FULL
LENGTH STUD, BOTH 51F -)E5
OF OPENING:.
SHEATH ING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
FLR LINE
TYP, EXTERIOR WINDOW/
5 DOOR OPENING WD FRAMED
NAILING SCHECDULE
ROOF DIAPHRAGM
USE 7/16" 0.5.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGE5 AND #8 RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE 5UPPORT5. 5EE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE *8 GUN NAILS g 4' O.G.
EXTERIOR SHEATHING
USE 7/16" 0.5.13. OR 1/2" PLY WITH *8 RING SHANK GUN NAILS AT 6' O.C. AT
PANEL 51DE5 AND NS RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 08 RING SHANK GUN NAILS AT 6" O.C. AT
INTERMEDIATE 5UPPoRT5. 5EE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL Rrz0U f izFMENT5
SIZE
IN 51MP5ON HIGH STRENGTH
LENGTH
EPDXY 6EMBED.
TENSILE 5T
8d
ROUND,MODIFIED
11/8'
.113
110,000
END AND 18" O.C. MAX
OR T
SPACING.
D.S.B. SHEATHING ORS
IOd
ROUNDMODIFIED
2 I/8'
.128
110,000
Ejj
r
.�
SECURE ON
BIL
—�
FLAT TO BLK
W/ CUT NAILS.
SIDES:
2XE� GARAGE DOOR BUCK W/ (3) —
i XO' J -BOLTS -1' EMBEDMENT MIN.
W/ 2'X2'/'8 WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR_ IN JOINTS
PRIOR TO FILLING.
1-2X(o PT BLOCK a CENTER OF
DOOR HEADER W/(I)Y'XO' J -P -30I. -TS
6' EMBEDMENT W/ 2'X2"X%a' WASHER
AND NUT
GARAGE DOOR
3 BUCK ATTACHMENT
8 NOT USED
Cl
0
LINTEL PLATE
- 3/8" EXPANSION STRIP FREE OF MORTAR
LINTEL
SEALANT TO BE MIN.
1/2" DEEP
SEE NOTE
EXPANSION STRIP
PANEL ANCHOR
GLASS BLOCK
NOTE: THIS DIMENSION IS
DETERMINED FY THE ANTICIPATED
DEFLECTION OF TE STRUCTURAL
MEMBER ABOVE THE GLASS FLOCK.
PANEL REINFORCING e EMERY OTHER
BEP 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= 5 OR N MORTAR
1/4" MIN. 1/2" MAX.
PANEL RE INFORCING
MORTAR
ASPHALT EMULSION a�
-1-3/4" X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GABLE END
W/(2)12dtvEA. UPRIGHT
2X4 SECURED TO
GABLE ENG W/(2)12d
GABLE BLOCKING
TRUSS - 1
2x4 BLOCKING
EA. RAFTER
L-30 EA.
I RAFTER
142.5 EA.
RAFTER
2x4 RAFTER
m 24' O.C.
2x4
FRAMING
(TYP)
FRAMED OVERHANG
4 N.T.S.
2X4 DBL TOP PLATE
2x4 METAL STUD
24" O.C.
1/2" DRY WALL
2X4 16' O.C. MAX
2X4 PT.
BT. PLATE
1/2' A.B W/
t MIN. l' EMBEDMENT
2' DIA. WASHER
32' D.C. MAX
"5 REBAR DONT.
WOOD FRAME TO BLK.
SCALE: 1/2"=I' -O'
SPARK ARREST
PER MANUFACTURER
IX2 PT. TOP OF PDX
DBL. TOP PLATE
2x4 STUD
TEXTURED FINISH OVER -
PAPER PACK EXP. MET.
LATH. W/ ON 0.5.8.
SHEATHING OR 21' CDX
PLYWOOD
PRE. ENCS. TRUSS
PLAN VIEW
SCALE:=1'-0"
SIMPSON H-5 (MIN.)
2X4 TO TRU55
PRE, ENG. TRU55
5P4 OR H-5 TOP PLATE TO STUDS
''1-0'1,45V. 10"-0' LEVEL TO ROOF
DR 2'-O' ARV. HIGHEST RIDGE WITHIN 10'-O'
51MP5ON H-5 (MIN.)
2X4 TO TRU55
1 CHIMNEY DETAILS
PRE -ENG TRU55E5 W/ TRU55
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PLATE
CRIPPLE 5TUD5 m 16' D.C.
MAX
SIMPSON L6TA-12 m EA. JACK
STUD, BOTH 5IDE5 OF
OPENING.
2x STUDS 10 16" O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN j" OF WINDOW/ DOOR
OPENING AND SECURE PER
NAILING SCHEDULE
KING STUDS (SEE HEADER
SPAN CHART FOR DETAILS
AND SPECIFICATION)
JACKS (SEE HEADER SPAN
CHART FOR DETAILS AND
SPECIFICATION)
JACK STUD ASSEMBLY TO BE
SECURED ONE PLY A A TIME.
USE 12d NAILS, TWO WITHIN 6"
FROM EACH END 4 NO MORE
THAN 12' D.C. STAGGERED
5P4 OR H5 Q TOP AND
BOTTOM PLATES v EA. FULL
LENGTH STUD, BOTH 51F -)E5
OF OPENING:.
SHEATH ING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
FLR LINE
TYP, EXTERIOR WINDOW/
5 DOOR OPENING WD FRAMED
NAILING SCHECDULE
ROOF DIAPHRAGM
USE 7/16" 0.5.B. OR 1/2" CDX PLY WITH *8 RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGE5 AND #8 RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE 5UPPORT5. 5EE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE *8 GUN NAILS g 4' O.G.
EXTERIOR SHEATHING
USE 7/16" 0.5.13. OR 1/2" PLY WITH *8 RING SHANK GUN NAILS AT 6' O.C. AT
PANEL 51DE5 AND NS RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND 08 RING SHANK GUN NAILS AT 6" O.C. AT
INTERMEDIATE 5UPPoRT5. 5EE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL Rrz0U f izFMENT5
SIZE
NEAP
LENGTH
IPIA.
TENSILE 5T
8d
ROUND,MODIFIED
11/8'
.113
110,000
END AND 18" O.C. MAX
OR T
SPACING.
D.S.B. SHEATHING ORS
IOd
ROUNDMODIFIED
2 I/8'
.128
110,000
OR T
r
.�
TOP CORD BLOCKING AT 4'
O.G. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END. —
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRUSS
STAPLE, NAIL 4 TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING -
2.
IN DIAMETER 01= 0012 OV1FR SHANK DIAMETER
3. 16 TO 20 RINGS PER INCH
4. 0.280 INCH FULL ROUND HEAD DIAMETER
5.2 INCH NAIL LENGTH
fi,00F SHEATHINC4 LA-T'OJT
EO}, C;,45LE ENI FRAMING
i SECURE 2x TO BLOCK
�W/ (2) a' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 14")
'
WITHIN 8' OF EACH
PRECAST _L
END AND 18" O.C. MAX
SPACING.
D.S.B. SHEATHING ORS
' CDX PLYWOOD
w
OPENING
U' TO d' -O'
V .ROUGH
f u-
-7�--
r
.�
_
PRECAST BILL
i SECURE 2x TO BLOCK
�W/ (2) a' TAPCONS OR
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 14")
'
WITHIN 8' OF EACH
a
END AND 18" O.C. MAX
SPACING.
D.S.B. SHEATHING ORS
' CDX PLYWOOD
2x4 BLOCKS
CMU WALL
ARCH WINDOW FRAME SECTION
SCALE : 1/2'=I' -O'
NOTE: TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (D.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REO.UIRED EXCEPT w OPENINGS
°3 RING SHANK GUN NAILS to d' o.C.
TOP 4 BOTTOM EDGES
w'
>P
PRE Cwlr_IwICCx�Cr
TRUE
MTS -
I/16'
2x4
BTM.
PLA"
MT5 -
32' C
PRE.- f -i .— .f -►-i .t -r
TRU55
2X4 DBL. TOP PLATE
2X4 STUD 16' O.C.
7/16" oS.B.
1/2' A.B. W/ MIN.
1" EMBEDMENT
LOCATE 6"-O" FROM ENDS
AND 32" O -G. MAX.
TEXTURED FINISH
META -16
V CMU WALL
KNEE WALL DETAIL
2 TO BLOCK
SCALE:
2X4x4' SECURE TO TRUSS W/ 3-12d
6"-8" O.C. MAX TTP.
2X4 SECURE TO 2x4 BLK W/2 -12d
SECURE TO BLK W/ META -16
2'-0" EXT]
SCALE: 1/2"=1'-O'
C ,
"8 RING SHANK GUN NAILS
-0 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.513. TO BE STRUCTURAL GRADE)
(05 2' DECK SCREWS 'm 6"-8"
D.G. MAX m EDGE5 4 12' O.C.
-- MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNESS OF SUB -FLOOR
SHEATHING
TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO
ALL EXPOSED MEMBERS
PRE -ENG. TRUSS
DBL. 2X TOP PLATE
2X BLOCKING lw
TOP OF
x/16' 0.5.13.
2X 5TUD5 Iro" O.G. MAX.
2X BTM. PLATE
a
3/4' FLOOR DECKING
PRE- ENGINEERED
FLOOR TRUSS --"
2X4 a TOP
4 BOTTOM CONT.
HETA-16
BLK WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK.
W/ 1/4' GAP FROM BLK. TO 0.5.8.
O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT
PERIMETER OF 0.5.E3. TO PROVIDE GOVT. NAIL PATTERN
�3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING 9 TOP OF WOOD FRAMED WALL TO BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
�5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO STUDS
EXT. WALL SHEATHING
11 SCALE: 1/2'=]'-O'
ARCH I T E C'T S
1441 N. RONALD REAGAN BLVI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
STJ13DI7. LOT:
TUSCA
PLACE.
"
NORTH
LOT 27
1`03.00.
MODEL.-
1755'
®DEL:1` 55'
GARAGE SWING:
RIGHT'
]PAGE:
MIS C..
DETAILS
ARCHITECT:
STATE OF FLORIDA
2f
JAMES CANTWELL
E: 02/11/1_0 "
SCA • •^•: T/4"—Il_oil
SHEET
D 2 OF 16
FIBERGLASS SHINGLES
OVER #15 FELT PAPER ON
O.S.B. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
PRE -ENG TRUSS
MTL. DMP EDGE
2x4 SUB -BAND
VENTED ALUM. SOFFIT
EMBED. STRAP VERIFY W/
TRUSS PLAN
"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
WOOD
CONSTRUCTION
a.
SEE ENERGY CODE FORMS
=0R INSULATION R -VALUES.
" GYPSUM BOARD OR 2" HIGH
STRENGTH CLG. BOARD
`.ONC. FILLED LINTEL BLK
Y (1) #5 REBAR CONTINUOUS
'RECAST LINTEL
-4.2 BATT. INSUL.
)INDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) #5 REE3AR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
a" cMU
1/2" GYP. WL. BD.
WOOD BASE
1- STORY
BLOCK -WALL
SCALE. 3/4'=V-0"
1/16" O.S.B. OR 2" CDX
.TYVEK 5UILDINC� WRAP
PAPER BACK
- GAL V'D MTL. LATH
-1/8" TEXTURED
FINISH a WOOD
-WEEP SCREED
8" GMU
1/2" TEXTURED
FINISH MASONRY
WEEP SCREED
DETAIL r� WOOD 'TO
FLOCK CONNECTJON
SCALE: 1 1/2" =1'-0`
FIBERGLASS SHINGLES
OVER #15 FELT PAPER ON
O.S.B. SHEATHING OR
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
P.T. 1x2 W/ MTL_ DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
STIFF�3ACK AT ALL. UPRIGHTS
OVER 4'-10" HIGH (SEE
SEALED ENG. FOR SIZE 4
CONI--) I T I ON.)
16 O.S.B. SHEATHING OR
CDX PLYWOOD. ATTACHED
PER NAILING SCHEDULE ON
SHEET D5
Ya" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PALER
WEEP SCREED
(SEE DETAIL 2)
SECURE GABLE TO 2x6 P.T.
PLATE W/ 126'5 a" O.C. MAX
SECURE 2x6 PT. PLATE TO
BLK W/ 2"x9" ANCHOR BOLT W/
2" WASHER SET IN SIMPSON
HIGH STRENGTH EPDXY 7
EMBED. MIN. a 32" OC MAX.
"'THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2X4:
SECURE TO BLOCK W/
TA CONS OR DRIVE PIN
(MIN. SHANK 61ZE .145
MIN. HEAD SIZE .300
MIN_ FMf31-PMFNT 14')
WITHIN 8" OF EACH END 4
18' O -C. MAX SPACING.
2Xro: r5;;Zl -
SECURE TO BLOCK W/2 -3/f6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD 51ZE 300
MIN. EMBEDMFNT 1 Y4')
WITHIN 8" OF EACH )=ND 4
18' O -C. MAX SPACING. F-1
2X8:
SECURE TO BLOCK W/2-3;1(6'
TAPCON5 OR DRIVE PIN
(MIN. 5HANK SIZE .145
MIN. HEAD SIZE 300
MIN. FMf3FPMFNT 1 Y4')
WITHIN 8" OF EACH END 4
18' O.C. MAX SPACING.
8' .CMU
DRYWALL
1'X4' OR 1'X2' P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM A$ NEEDED TO PLUMS JAMB (D0 NOT EXCEED Y4')
DOOR JAMB TO BLOCK +1-1/2"
'WINDOW TO BLOCK +1-1/2"
SCALE: I"=1'-0"
I- STORY GABLE
BLOCK WALL
ICA - SCALE. 3/4"=V-0"
2X4: CEM/
SECURE TO BLOCK W/
TAPCON5 OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4")
WITHIN 8' OF EACH ENC
18' D.G. MAX SPACING.
2X6:
SECURE TO BLOCK W/:
TAPCON6 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN S' OF EACH ENC
18' O.C. MAX SPACING.
2X8: L�9
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4")
WITHIN a' Cr- EACH EN1
1a' o.c. MAX SPACING.
4 BLOCKING BETWEEN
'USSES AT FIRST TWO BAYS
-0" O.C. (AT SHEATHING-;:
:AMS)
?E - ENG GABLE TRUSS
NAILER
)NT. 2x4 RAT RUN SECURED
(2) 12d'S a EACH TRUSS
BE INSTALLED Q NIB_
TINT OF TRUSS SPAN, OR
'-0" D.C. MAX.
E ENERGY CODE FORMS
)R INSULATION R -VALUES.
GYPSUM BOARD OR 2"
�H STRENGTH CL G.
)ARD
)NC. FILLED LINTEL 15LK
(1) #5 REBAR' CONTINUOUS
4.2 BATT. INSUL.
zECAST LINTEL
NpOW ATTACHMENT AS
=_R MANUFACTURES
=ECIFICATION5
zECAST SILL
#5 REBAR VERTICALLY
CONIC. POUR CELL
? P.T. FURRING STRIPS
16" O.C.
CMu
GYP. WL. BD.
70p BASE
NOTE: STRUCTURAL 2X MUST
5E ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
%' TAPCON MIN. I -A"
EMBEDMENT INTO BLOCK.
a' CMU
DRYWALL
11X4' OR 1'X2' P.T. NAILER
7(6' 0.6.5. x 4' MIN.
DOOR CASING
DOOR JAMS OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS N>=1=DED TO FLUM15 JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
2X4: ISI
SECURE TO BLOCK W/
TAPCON5 OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4")
WITHIN 8' OF EACH ENC
18' O.C. MAX SPACING.
2Xro:
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK 81ZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 14")
WITHIN S' OF EACH ENC
18' D.C. MAX SPACING.
2X8:
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 149
WITHIN 8' OF EACH ENI
18' O.C. MAX SPAGINC�.
SCALE: I"=1'-0'
NOTE: 6TRUGTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/f6' TAPCON MIN. I -Y4'
EMBEDMENT INTO 5LOCK.
a' CMU
DRYWALL
1'X4' OR 1'X2' P.T. NAILER
I' P.T. X 4' MIN.
DOOR CASINCs
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4")
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE. 1"=1'-0'
FIBERGLASS SHINGLES
OVER #15 FELT FAPER ON
f610.5.8. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING 5CHEI._)ULE
NTL. DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10"
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONS) I T I ON.)
0.5.8- SHEATHING OR
CDX PLYWOOD. ATTACHEL
PER NAILING SCHEDULE 0
SHEET D
Ya" THICK, 3 COAT CEMEN
PLASTER OVER GRAD
V" FELT PAPER BACI
METAL LATH OVEf
APPROVED HOUSE WiRA1
OR GRADE "D" FEL
PA F1
WEEP SCREET
(SEE DETAIL 2
SECURE GABLE TO 2x6 F."
PLATE W/ 12d'S V O.C. MA,
SECURE 2x6 PT. PLATE Tc
LK W/ 2"x9" ANCHOR BOLT 11
2" WASHER SET IN 51MPSO
HIGH STRENGTH EPDXY -
EMBED. MIN. ,�v 32" OC MA>
"THICK, 2 COAT CEME1\
PLASTER APDL IE
D IFECTLY TO NA50NR
2X4:
SECURE TO 51-OCK W/ %h'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN S" OF EACH END 4
18' O.G. MAX SPACING.
2xg,:
SECURE TO BLOCK W/2-%.'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 4
18' O.C. MAX SPACING.
2X8: IS
SECURE TO BLOCK W/2
TAPCONS OR DRIVE PIN
(MIN. SHANK 51ZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH EN]�
la; O.C. MAX SPACING.
1 -STORY GABLE
W/ VAULT C LG,
BLOCK WALL
SCALE. 3/4"=-
-,a
NOTE: STRUCTURAL 2X MUST
a' cMU
5E ON OUTSIDE 4 SECURED
v�
,�' DRYWALL
%.' TAPCON MIN. 1-Y4'
I'X4' OR I'X2' P.T. NAILER
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
S' CMU
THROUGH NON-STRUCTURAL
Ix4 P.T. OR !/4"X4" MIN. SECURE
I"X4' OR I'X2' P.T. NAILER
----DOOR CASING
THRU FRAME 4 EXTEND I -Y4'
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
EM5FDMENT INTO BLOCK
INTO BLOCK W/ %,' TAPCON5
8" CMU
OR DRIVE PIN
Yl' DRYWALL
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
11X4' OR 1'X2' P.T. NAILER
MIN. EMBEDMENT 1-)/4'
1' P.T. X 4' MIN.
WITHIN a' OF EACH END 4 18'
DOOR CASING
MIN. EMt3EDMENT 149
O.C. MAX SPACING
WITHIN 8' OF EACH END 4
— DOOR CASING
18' O.C. MAX SPACING.
- POOR JAMS OR WINDOW
ATTACH TO 2X PER
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAM5 (DO NOT EXCEED Y4')
DOOR JAMB TO BLOCK +3/4 OR +5/4
WINDOW
TO BLOCK +3/4 OR +5/4
2X4:
SECURE TO BLOCK W/
TA CONS OR DRIVE PIN
(MIN. SHANK 61ZE .145
MIN. HEAD SIZE .300
MIN_ FMf31-PMFNT 14')
WITHIN 8" OF EACH END 4
18' O -C. MAX SPACING.
2Xro: r5;;Zl -
SECURE TO BLOCK W/2 -3/f6'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD 51ZE 300
MIN. EMBEDMFNT 1 Y4')
WITHIN 8" OF EACH )=ND 4
18' O -C. MAX SPACING. F-1
2X8:
SECURE TO BLOCK W/2-3;1(6'
TAPCON5 OR DRIVE PIN
(MIN. 5HANK SIZE .145
MIN. HEAD SIZE 300
MIN. FMf3FPMFNT 1 Y4')
WITHIN 8" OF EACH END 4
18' O.C. MAX SPACING.
8' .CMU
DRYWALL
1'X4' OR 1'X2' P.T. NAILER
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM A$ NEEDED TO PLUMS JAMB (D0 NOT EXCEED Y4')
DOOR JAMB TO BLOCK +1-1/2"
'WINDOW TO BLOCK +1-1/2"
SCALE: I"=1'-0"
I- STORY GABLE
BLOCK WALL
ICA - SCALE. 3/4"=V-0"
2X4: CEM/
SECURE TO BLOCK W/
TAPCON5 OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT I Y4")
WITHIN 8' OF EACH ENC
18' D.G. MAX SPACING.
2X6:
SECURE TO BLOCK W/:
TAPCON6 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN S' OF EACH ENC
18' O.C. MAX SPACING.
2X8: L�9
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4")
WITHIN a' Cr- EACH EN1
1a' o.c. MAX SPACING.
4 BLOCKING BETWEEN
'USSES AT FIRST TWO BAYS
-0" O.C. (AT SHEATHING-;:
:AMS)
?E - ENG GABLE TRUSS
NAILER
)NT. 2x4 RAT RUN SECURED
(2) 12d'S a EACH TRUSS
BE INSTALLED Q NIB_
TINT OF TRUSS SPAN, OR
'-0" D.C. MAX.
E ENERGY CODE FORMS
)R INSULATION R -VALUES.
GYPSUM BOARD OR 2"
�H STRENGTH CL G.
)ARD
)NC. FILLED LINTEL 15LK
(1) #5 REBAR' CONTINUOUS
4.2 BATT. INSUL.
zECAST LINTEL
NpOW ATTACHMENT AS
=_R MANUFACTURES
=ECIFICATION5
zECAST SILL
#5 REBAR VERTICALLY
CONIC. POUR CELL
? P.T. FURRING STRIPS
16" O.C.
CMu
GYP. WL. BD.
70p BASE
NOTE: STRUCTURAL 2X MUST
5E ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
%' TAPCON MIN. I -A"
EMBEDMENT INTO BLOCK.
a' CMU
DRYWALL
11X4' OR 1'X2' P.T. NAILER
7(6' 0.6.5. x 4' MIN.
DOOR CASING
DOOR JAMS OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS N>=1=DED TO FLUM15 JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-15/16"
WINDOW TO BLOCK +1-15/16"
2X4: ISI
SECURE TO BLOCK W/
TAPCON5 OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4")
WITHIN 8' OF EACH ENC
18' O.C. MAX SPACING.
2Xro:
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK 81ZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 14")
WITHIN S' OF EACH ENC
18' D.C. MAX SPACING.
2X8:
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 149
WITHIN 8' OF EACH ENI
18' O.C. MAX SPAGINC�.
SCALE: I"=1'-0'
NOTE: 6TRUGTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
3/f6' TAPCON MIN. I -Y4'
EMBEDMENT INTO 5LOCK.
a' CMU
DRYWALL
1'X4' OR 1'X2' P.T. NAILER
I' P.T. X 4' MIN.
DOOR CASINCs
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: 6HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4")
DOOR JAMB TO BLOCK +2 1/4"
WINDOW TO BLOCK +2 1/4"
SCALE. 1"=1'-0'
FIBERGLASS SHINGLES
OVER #15 FELT FAPER ON
f610.5.8. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING 5CHEI._)ULE
NTL. DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 4'-10"
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONS) I T I ON.)
0.5.8- SHEATHING OR
CDX PLYWOOD. ATTACHEL
PER NAILING SCHEDULE 0
SHEET D
Ya" THICK, 3 COAT CEMEN
PLASTER OVER GRAD
V" FELT PAPER BACI
METAL LATH OVEf
APPROVED HOUSE WiRA1
OR GRADE "D" FEL
PA F1
WEEP SCREET
(SEE DETAIL 2
SECURE GABLE TO 2x6 F."
PLATE W/ 12d'S V O.C. MA,
SECURE 2x6 PT. PLATE Tc
LK W/ 2"x9" ANCHOR BOLT 11
2" WASHER SET IN 51MPSO
HIGH STRENGTH EPDXY -
EMBED. MIN. ,�v 32" OC MA>
"THICK, 2 COAT CEME1\
PLASTER APDL IE
D IFECTLY TO NA50NR
2X4:
SECURE TO 51-OCK W/ %h'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN S" OF EACH END 4
18' O.G. MAX SPACING.
2xg,:
SECURE TO BLOCK W/2-%.'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN 8" OF EACH END 4
18' O.C. MAX SPACING.
2X8: IS
SECURE TO BLOCK W/2
TAPCONS OR DRIVE PIN
(MIN. SHANK 51ZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH EN]�
la; O.C. MAX SPACING.
1 -STORY GABLE
W/ VAULT C LG,
BLOCK WALL
SCALE. 3/4"=-
-,a
NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT ExGEED Y4')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: PI' -0'
2X4: `
SECURE TO BLOCK W/ 3'16'
TAPCON6 OR DRIVE PIN
(MIN. SHANK 51ZE .145
MIN. HEAD 5fZE .300
MIN_ EMf3EDMFNT 1 Y4')
WITHIN 8" OF EACH ENI
18' O.G. MAX SPACING.
2X6:
SECURE TO BLOCK W/:
TAPCONS OR DRIVE F
(MIN. SHANK SIZE .145
MIN_ HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8" OF EACH ENI
18' O.G. MAX SPACING.
2X8: F----
SECURE
�SECURE TO BLOCK W/
TAPCONS OR DRIVE F
(MIN. SHANK 517F .145
MIN. HEAD SIZE .300
MIN. EMf5EDMENT 1 Y4')
WITHIN 8" OF EACH ENI
18' O.G. MAX SPAGINCz.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
TAPCON MIN_ 1-Y4'
EMPEDMENT INTO BLOCK.
8' CMU
�, DRYWALL
1"X4' OR 1'X2' P.T. NAILER
2ND 2X SECURE TO
STRUCTURAL MEMBER W/(2 )12d
WITHIN 8' OF EACH END 4 ro'
TO 8" O.G. MAX
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMIJ JAMS (Do NOT EXCEED Y4')
DOOR JAMB `:CO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: 1"=1'-0'
BLOCKING BETWEEN
.ISSES AT FIRST TWO BAYS
0" O.C. CAT SHEATHING
4MS)
:E -ENG GABLE TRUSS
lNT. 2x4 RAT RUN SECURED W/ (2)
'S @ EACH TRUSS
BE INSTALLED o MID. POINT OF
.ISS SPAN, OR lo' -O" O.C. MAX.
:E ENERGY CODE FORN5
)R INSULATION R- VALUES.
GYPSUM E3OARD OR 2"
21H STRENC-;TH CLG.
BARD
4 NAILER
.4 �@ 24" O.C. INTERIOR
IEE WALL
SNC. FILLED LINTEL BLK
(1) #5 REBAR. CONTINUOUS
RECAST LINTEL
NDOW ATTACHMENT AS
MANUFACTURES
�ECIFICATIONS
zECAST SILL
1 #5 REBAR VERTICALLY
CONC. POUR CELL
? P.T_ FURRING STRID'S
GNU
"I GYiP. WL. BD.
)0E-) BASE
2X4:
SECURE TO 51-OCK W/Y4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1V4')
WITHIN S' OF EACH ENC
18' O.G. MAX SPACING.
2X6:
SECURE TO 13LOCK W/1
TAPCONS OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD 51ZE 300
MIN. EMBEDMENT 1,V4')
WITHIN 8' OF EACH ENC
18' O.C. MAX SPACING.
2x8:
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH ENI
18' D.C. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-5TRUCTURAL
3/f6" TAPCON MIN. I -Y4'
EMBEDMENT INTO BLOCK
a" CMU
)�, DRYWALL
I'x4' OR I'X2' P.T. NAILI=R
W6' O.S.B. X 4" MIN.
POOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCI=1=p Y4')
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK +3-7/16"
2X4: C�n
SECURE To HLOCK W/Y4'
TAPCON5 OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1V4')
WITHIN 8' OF EACH ENC
18" O.C. MAX SPACING_
2x&: r-';<1
SECURE TO BLOCK W/
SCALE: I"=1'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
5E ON OUTSIDE 4 SECURED
NOTE: STRUCTURAL 2X MUST
THROUGH NON-STRUCTURAL
%.' TAPCON MIN. 1-Y4'
EMBEDMENT INTO BLOCK
MIN. HEAD SIZE 300
S' CMU
THROUGH NON-STRUCTURAL
DRYWALL
I"X4' OR I'X2' P.T. NAILER
----DOOR CASING
WITHIN a' OF EACH END 4
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
EM5FDMENT INTO BLOCK
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAM15 (DO NOT ExGEED Y4')
DOOR JAMB TO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: PI' -0'
2X4: `
SECURE TO BLOCK W/ 3'16'
TAPCON6 OR DRIVE PIN
(MIN. SHANK 51ZE .145
MIN. HEAD 5fZE .300
MIN_ EMf3EDMFNT 1 Y4')
WITHIN 8" OF EACH ENI
18' O.G. MAX SPACING.
2X6:
SECURE TO BLOCK W/:
TAPCONS OR DRIVE F
(MIN. SHANK SIZE .145
MIN_ HEAD SIZE 300
MIN. EMBEDMENT I Y4')
WITHIN 8" OF EACH ENI
18' O.G. MAX SPACING.
2X8: F----
SECURE
�SECURE TO BLOCK W/
TAPCONS OR DRIVE F
(MIN. SHANK 517F .145
MIN. HEAD SIZE .300
MIN. EMf5EDMENT 1 Y4')
WITHIN 8" OF EACH ENI
18' O.G. MAX SPAGINCz.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-STRUCTURAL
TAPCON MIN_ 1-Y4'
EMPEDMENT INTO BLOCK.
8' CMU
�, DRYWALL
1"X4' OR 1'X2' P.T. NAILER
2ND 2X SECURE TO
STRUCTURAL MEMBER W/(2 )12d
WITHIN 8' OF EACH END 4 ro'
TO 8" O.G. MAX
DOOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMIJ JAMS (Do NOT EXCEED Y4')
DOOR JAMB `:CO BLOCK +3"
WINDOW TO BLOCK +3"
SCALE: 1"=1'-0'
BLOCKING BETWEEN
.ISSES AT FIRST TWO BAYS
0" O.C. CAT SHEATHING
4MS)
:E -ENG GABLE TRUSS
lNT. 2x4 RAT RUN SECURED W/ (2)
'S @ EACH TRUSS
BE INSTALLED o MID. POINT OF
.ISS SPAN, OR lo' -O" O.C. MAX.
:E ENERGY CODE FORN5
)R INSULATION R- VALUES.
GYPSUM E3OARD OR 2"
21H STRENC-;TH CLG.
BARD
4 NAILER
.4 �@ 24" O.C. INTERIOR
IEE WALL
SNC. FILLED LINTEL BLK
(1) #5 REBAR. CONTINUOUS
RECAST LINTEL
NDOW ATTACHMENT AS
MANUFACTURES
�ECIFICATIONS
zECAST SILL
1 #5 REBAR VERTICALLY
CONC. POUR CELL
? P.T_ FURRING STRID'S
GNU
"I GYiP. WL. BD.
)0E-) BASE
2X4:
SECURE TO 51-OCK W/Y4'
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1V4')
WITHIN S' OF EACH ENC
18' O.G. MAX SPACING.
2X6:
SECURE TO 13LOCK W/1
TAPCONS OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD 51ZE 300
MIN. EMBEDMENT 1,V4')
WITHIN 8' OF EACH ENC
18' O.C. MAX SPACING.
2x8:
SECURE TO BLOCK W/
TAPCON5 OR DRIVE F
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 Y4')
WITHIN 8' OF EACH ENI
18' D.C. MAX SPACING.
NOTE: STRUCTURAL 2X MUST
BE ON OUTSIDE 4 SECURED
THROUGH NON-5TRUCTURAL
3/f6" TAPCON MIN. I -Y4'
EMBEDMENT INTO BLOCK
a" CMU
)�, DRYWALL
I'x4' OR I'X2' P.T. NAILI=R
W6' O.S.B. X 4" MIN.
POOR CASING
DOOR JAMB OR WINDOW
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCI=1=p Y4')
DOOR JAMB TO BLOCK +3-7/16"
WINDOW TO BLOCK +3-7/16"
2X4: C�n
SECURE To HLOCK W/Y4'
TAPCON5 OR DRIVE PIN
(MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1V4')
WITHIN 8' OF EACH ENC
18" O.C. MAX SPACING_
2x&: r-';<1
SECURE TO BLOCK W/
SCALE: I"=1'
TAPCONS OR DRIVE PIN
NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145
BE ON OUTSIDE 4 SECURED
MIN. HEAD SIZE 300
THROUGH NON-STRUCTURAL
MIN. EM13EPMENT 1,V4')
3&j " TAPCON MIN. 1-Y4'
WITHIN a' OF EACH END 4
EM5FDMENT INTO BLOCK
18' O.G. MAX SPACING.
8" CMU
2X8:
Yl' DRYWALL
SECURE TO BLOCK W/1-1/4'
TAPGONS OR DRIVE PIN
11X4' OR 1'X2' P.T. NAILER
(MIN. SHANK SIZE .145
1' P.T. X 4' MIN.
MIN. HEAP 51ZE 300
DOOR CASING
MIN. EMt3EDMENT 149
WITHIN 8' OF EACH END 4
DOOR JAMB OR WINDOW
18' O.C. MAX SPACING.
ATTACH TO 2X PER
MANUFACTURES DETAILS.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4')
DOOR JAMB
TO BLOCK +3 3/4"
r,-;\ WINDOW
TO BLOCK +3 3/4"
SGALE: I"=1'-0'
A R C H I T.E C T S
L44'1_ N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.coin
AA #: 0003325
�a
sulaDIEv LOT:
TUS C A .
]PLACE
N 0 R "I'l I
LOT 27...
PROJECT#
1'03.00
MODEL:
GARAGE SWING:
RIGHT
MONOLITHIC
i— STORY
WALL
SECTIONS
& NOTES
,ARCHITECT:
CANTWFI L
NO 12079
DATE: 02/11/10
19C AI 1/4"=1'--0„'
SHEET
FI5FRGLA55 SHINGLES
OVER #la FELT PAPER ON
i-"" O.S.B. SHEATHING OR 2"
CF ->X PLYWOOD SECURED
PER NAILING SCHEDULE
PRE - ENG TRUSS
MTL. DRIP EDGE
2x4 5UB - BAND
VENTFD ALUM.
SOFF I T
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PFR WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
16 O.S.B. SHEATHING OR z"
CF -)X PLYWOOD,
ATTACHED PER NAILING
SCHEDULE ON SHEET D5.
YS" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
1'D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAF'
OR GRADE "D I' FELT
PAPER
NOTE: SHEATHING MUST
NOT BREAK 11-011 MIN.
FROM 2ND FLR LINE
2x4 CONT. o TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT,
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
FMBFD. STRAP VERIFY
W/ TRUSS PLAN
'"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2- STORY
FIRST FLOORBLOCK SECOND dj.
I
FLOOR FRAME
SCALE: 3/4`=V -0'l 4 a
e' V n s s 4
a
2x STUDS Q Iro" O -C. MAX W/
R -I1 BATT. INSUL. MIN.
4" T 4 G SUfSFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE - FNG FLOOR -
51MP5oN HETA-I(o Er
STRAP 0 32` O.G. MAX V.
W/ TRUSS
" GYPSUM BOARD
HIGH STRENGTH CLG. Bc
EE ENERGY CODE FORMS
OR INSULATION R -VALUES.
" GYPSUM BOARD OR°
f IGH STRENGTH CLCD.
30ARD
'WIST STRAP VERIFY W/
'RUSS PLAN
.UINDOW ATTACHMENT AS
zDER MANUFACTURES
SPECIFICATIONS
,UINDOW SILL
?x STUDS v 1011 O.C. MAX W/
R-11 BATT. INSUL. MIN.
T" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
MAILING SCHEDULE
1-'RF-FNG FLOOR TRUSS
INSTALL PER MFG. SPECS.)
8" GYPSUM BOARD OR 2°
HIGH STRENGTH CLC.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) #5 REB AR CONT INUOU,'
R-4.2 BATT. INSUL.
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST 5111-t-
(1)
1LL(1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
'@ 1ro" 0.c,
?I'll
ll CMU
1/2" GYP. WL- BD.
WOOD BASF
FI5ERC:�LAS5 5HINC;LE5
OVER #15 FELT PAPER ON
i/16" 0.5.8. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 41-1011
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/ g'"x&" THRU-BOLTS
32" O.G. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 126'5 8" O.C. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ 51MPSON
HTC4 @ 24" O.C. MAX
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
O.S.B. SHEATHING OR 2'1
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE 11D" FELT
PAPER -
NOTE: SHEATHING MUST
NOT BREAK 11-011 MIN.
FROM 2ND FLR LINE
2x4 CONT. e TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SFE DETAIL 2A)
EMBED. STRAP VERIFY"
W/ TRUSS PLAN
2"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONR T'
2 -STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME ---
SCALE: 3/411=1'-0"
FLOOR CONNECTI.ON AT PARALLEL/
PERPENDICULAR PRE- ENG FLOOR TRUSS
SCALE: 3/4"=I'-0"
2x STUD 5 a 16" D.C. MAX W/
R-11 BATT. INSUL. MIN.
3" T $ G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRU55
811 GYPSUIYI BOARD DR"
HIGH STRENGTH CLG-
BOARD
CONC. FILLED LINTEL BLK
W/ (1) #5 RE BAR CONTINUOUS
2x4 BLOCKING BETWEEN
TRUSSES AT FIRST TWO 5AY5
4'-0" O.G. CAT SHEATHING
SEAMS)
PRE -ENC:; GABL.F TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's w EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
8" GYPSUM BOARD OF,
HIGH STRENGTH CLG-
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS Q 10" O.G. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
8" GYPSUM BOARF-) OR IS
HIGH STRENGTH CLC.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) #5 RE BAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P -T. FURRING STRIPS
v 10" O.C.
811 CMU
1/2" CWP. WL. BD.
WOOD BASE
-' '1�" O.S.B. OR 2" CDX
YVE< BUILDING WRA
'APER BACK
:;ALV'D MTL- LATH
/8" TEXTURED
IN 15H o WOOD
JEFF SCREED
r
8" CMU
1/2" TEXTURED
FINISH v MASONRY
WEEP SCREED
DETAIL C) WOOD TO
A LOCK CONNECTION
SCALE: 1 1/2"=V-0`1
-0
A R C H I T E C T'S
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ro
SUBDTV: & MT.-
TUSCA
PLACE
NORTH
LOT 2
PROJECT#
1703.00
1755"
GARAGE SWUNG:
RIGHT
]PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT:
NATE OF FLORIDA
CANTWELL
10 12079
Dai.tm': 02/11/10
SCS: 1/4"-1 0
STIEET -
D A OF �
0
O.5.B. SHEATHING OR z" CDX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE ON SHEET
r-
2"THICK, 3 COAT CEMENT
PLASTER AF'F'L IED TO MFTAL
LATH OVER 2 LAVERS OF
GRADE D BUILDING PAPER
OR PAPER BACKED LATH
OVER AN APPROVED HOUSE
WRAP
2x4 CONT. TOP AND BT. OF
- _
FL's: TRUSS (TOP 2x4
-
SUPPORTS PST Ft -ATF OF 2ND
FLR, BT. 2x4 I5 FOR WALL
-
-
SHEATHING NAILER)
WEEP SCREED
=o
(SEE DETAIL 2A)
_ —
EMBED. STRAP VERIFY
�1
W/ TRUSS PLAN
"'THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
FI5ERC:�LAS5 5HINC;LE5
OVER #15 FELT PAPER ON
i/16" 0.5.8. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
STIFFBACK AT ALL
UPRIGHTS OVER 41-1011
HIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/ g'"x&" THRU-BOLTS
32" O.G. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 126'5 8" O.C. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ 51MPSON
HTC4 @ 24" O.C. MAX
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
O.S.B. SHEATHING OR 2'1
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE 11D" FELT
PAPER -
NOTE: SHEATHING MUST
NOT BREAK 11-011 MIN.
FROM 2ND FLR LINE
2x4 CONT. e TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS BT
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SFE DETAIL 2A)
EMBED. STRAP VERIFY"
W/ TRUSS PLAN
2"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONR T'
2 -STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME ---
SCALE: 3/411=1'-0"
FLOOR CONNECTI.ON AT PARALLEL/
PERPENDICULAR PRE- ENG FLOOR TRUSS
SCALE: 3/4"=I'-0"
2x STUD 5 a 16" D.C. MAX W/
R-11 BATT. INSUL. MIN.
3" T $ G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRU55
811 GYPSUIYI BOARD DR"
HIGH STRENGTH CLG-
BOARD
CONC. FILLED LINTEL BLK
W/ (1) #5 RE BAR CONTINUOUS
2x4 BLOCKING BETWEEN
TRUSSES AT FIRST TWO 5AY5
4'-0" O.G. CAT SHEATHING
SEAMS)
PRE -ENC:; GABL.F TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2) 12d's w EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
8" GYPSUM BOARD OF,
HIGH STRENGTH CLG-
BOARD
DOUBLE TOP PLATE
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUDS Q 10" O.G. MAX W/
R-11 BATT. INSUL. MIN.
i" T 4 G SUBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
( INSTALL PER MFG. SPECS.)
8" GYPSUM BOARF-) OR IS
HIGH STRENGTH CLC.
BOARD
CONC. FILLED LINTEL BLK
W/ (1) #5 RE BAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P -T. FURRING STRIPS
v 10" O.C.
811 CMU
1/2" CWP. WL. BD.
WOOD BASE
-' '1�" O.S.B. OR 2" CDX
YVE< BUILDING WRA
'APER BACK
:;ALV'D MTL- LATH
/8" TEXTURED
IN 15H o WOOD
JEFF SCREED
r
8" CMU
1/2" TEXTURED
FINISH v MASONRY
WEEP SCREED
DETAIL C) WOOD TO
A LOCK CONNECTION
SCALE: 1 1/2"=V-0`1
-0
A R C H I T E C T'S
L441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
ro
SUBDTV: & MT.-
TUSCA
PLACE
NORTH
LOT 2
PROJECT#
1703.00
1755"
GARAGE SWUNG:
RIGHT
]PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT:
NATE OF FLORIDA
CANTWELL
10 12079
Dai.tm': 02/11/10
SCS: 1/4"-1 0
STIEET -
D A OF �
0
*NOTE. NAIL 5�4EATHING TO ALL 2X A5 PER EXT. 6HEATH1NC_3 NAI INC -s, 801 4" O.C_ 1" JAX 6 EDC:;E5 4 "-8" O.C_ MAX IN THE FIELD
PRECAST HEAPER(MINJ ----- 7/4
DBL. TOP PLATE
2X4 16' O.C. MAX.
SECURE 2X4 TO
WOOD W/2 -12d A 6"-8'
O.C. STAGGERED
31 CURE 2X4 W/ 2-3//f„'
TAfi CONS OR DRIVE
PIN (MN. SHANK SIZE
145 MIN. HEAD 817E
30,0 MIN.
EMBEDMENT I Y4' WIN
S' EA. END NOT TO
EXCEED 18' O.C.
MAX
2X4 SOLID
BLOCKING 5ECURF
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA. END
EXTERT_OR ARCHWAY
(1) x6' O.S_B. ORY' PL YWOOD SHEATHING
Co "15 E3LDG. FELT
03- 24' WIDE 26 GA. C,ALVANVEP METAL
FLASHING
MUST ADD D1910, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
C5) FIBERGLA5S SHINGLE6
< < PRE-FAF TRUSS
1/2' CLG. BOARD 4 TEXT.
5IMP50N SP4 2X4 DBL, TOP PLATE
m EVERY 1/2" FDR -T WALL.
OTHER STUD 2X4 WOOD STUDS 016' O.G.,
U.N.O. ON TRUSS PLAN
2X4 CONT. STRE56
BLOCKING MID -WALL
2X4 PT_ PLATE
SIMP50N SP -4 v
32' O 1. MAX
1/2'X9" A.B. 32' O.C.
1' EMBEDMENT
1
,• a
° caNG.5LAB
2 *5'a GONT.
1—STORY
INT. BEARING" WALL
SCALE: 1/2' =1'-0"
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
PREGA$T HEAPER(MIN)
2 X 4 (MIN 2 X 3) 1-3116 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD 51ZE .300
MIN EMBEDMENT 1 1/4')
S' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4” EMBEDMENT
2 X Co (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK $IZE.145
MIN HEAD SIZE= .300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
D.C. MAX. MIN 1-114' EMFsFOMENT
2 X 8 (MIN 2 X 3) 2-3116 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD 51ZE 300 1/16'05e SHEATHING
MIN EMBEDMENT 1 1/4') 2X4 16' O.C. MAX.
8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.)
O.C. MAX. MIN 1-1/4' EMBFOMFNT 2X4 SOLID E31-OCKINCs
5ECURF TO SHEATHING W/
MIN. 2-12d P3=R 15LK EA. E=ND
ARCgWAY DETAIL
A>--16 AND UP
SCALE, 1/2"=1'-0'
I—CLOSED VALLEY FLASHING DETAIL
N.T.S.
PRE -ENC, TRUSS
DOUBLE TOP PLATE
2x CONTINOUS 5TRE55
BLOCKING MID WALL
2x 5TUD5 w 16' O.G. MAX
J" T 4 G 5UE3FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
15T FLOOR 5TUD5 TO
2ND FLOOR 9TUD5
SIMPSON M5TA-36 m 32'
O.C. MAX
PRE -ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x CON-rlNou5 5TRE55
BLOCKING MID WALL
2x STUDS Q 16' O.C. MAX
1/2' GYP. WL_ BD.
SECURE BT. PLATE TO SLAB
W/ �'xg' ANCHOR BOLT W/ 2'
WASHER SET IN 6IMP50N
HIGH STRENGTH EPDXY 1"
EMBED. MIN.
51MP50N SP4 m 32' O.G. MAX
INT2—STORY L.B.W.
INT.
1/2-4-0-
2 X 4 (MIN 2 X 31 1-3116 TAPCON
I `t- CONT. 2x4 SFS RAT RUN
DBL. TOP PLATE
2 X 4 (MIN 2 X 3) 1-3/16 TAPGON
MIN HEAD 51E.300
SECURE 2 X RIP TO FIT
OR DRIvF PIN (MIN SHANK 51,ZE.145D5L.
TOP PLATE
W/2-I2dS 6'-8' O.C. MAX.
MIN HEAD 51ZE .300
2X4 16' O.G. MAX.
7/5" TEXTURED FINI81 {
MIN EMBEDMENT 1 1/4') -_
2,
1/8" TEXTURFD FINISH
i/16" 055SHEATHING
8' FROM EACH END AND 18'
MIN HEAD SIZE 300
HIGH STRENGTH CLC.
D.C. MAX. FEIN 1-1/4' FMBFDMFN*
MIN EMPEDMENT 1 1/4'J
2 X 4 16' O.C. MAY..
2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON
8' FROM EACH END ANP 18'
(WHEN OVER 16' IN HIEGHT.)
OR DRIVE PIN (MIN SHANK 51ZE.1451uvi
-'-
`
SECURE 2X4 W/ 2-3/16"I I i
"
2 X 4 (WHEN OVER Iro IN HIEGHT.)
MIN HEAD SIZE 300
MIN EMBEDM3=NT 1 1/4")
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE MIN.
{/4' TEMPERED MASONITE
8' FROM EACH ENP AND IS'
.145
HEAD 51zE 300 MIN_
GLUE 4 NAIL W/8d'S S'-12" O.C.
_
O.C. MAX. MIN 1-1/4' FM5EDMI=NT
EME3EDMENT I Y4' WIN 8'
IF N1=EpED.
2 X 8 (MIN 2 X 3) 2-3116 TAPCON
EA. END NOT TO EXCEED
PT. PLATE 2 X SOLID RLK'Cx 6 ARCH
DR DRIVE PIN (MIN SHANK 51Z)=.145
18' O.G. MAX
SECURE W/2 -12d EACH END
MIN HEAD SIZE .300 2X4 90LIP BLOCKING
1/4' TEMP1wREP MA50NITE 'NOTE:
NO GAP w WDW FRAME=
MIN E=M331=DMFNT 1 1/49) SECURI= TO SHEATHING W/
MIN. 2-12d PER E3LK. EA. E=ND
VCMU
IF NEEDE=D.
ATTACHMENT PER
MANUFACTURER'S 51=EC'S.
8' FROM EACH END AND 18'
O.G. MAX. MIN 1-1/4' FME3EDMEN7 7116' 0513 5HEATHING
DETAIL
I/2" PLYWOODMTL WDW FRAME
WALL.
2X4 SOLID
BLOCKING SECURE
..B.
OR 6' 0$
111 -NOTE.- NO CsAP 6 WDW FRAME
TO SHE=ATHING WITH
TO EXCEED 1/4'
ARCHWAY DETAIL
MIN. 2-12d PER BLK EXTERIOR ARCHWAY
ARCHWAY DETAIL
16" AND UNDER
EA. END
WITH WINDOW
CUTAWAY
1
� SCALE= V2"=1'-(0'
,(�
SCALE:
DBL. TOP PLATE
2X4 16' O.C. MAX.
SECURE 2X4 TO
WOOD W/2 -12d A 6"-8'
O.C. STAGGERED
31 CURE 2X4 W/ 2-3//f„'
TAfi CONS OR DRIVE
PIN (MN. SHANK SIZE
145 MIN. HEAD 817E
30,0 MIN.
EMBEDMENT I Y4' WIN
S' EA. END NOT TO
EXCEED 18' O.C.
MAX
2X4 SOLID
BLOCKING 5ECURF
TO SHEATHING WITH
MIN. 2-12d PER BLK
EA. END
EXTERT_OR ARCHWAY
(1) x6' O.S_B. ORY' PL YWOOD SHEATHING
Co "15 E3LDG. FELT
03- 24' WIDE 26 GA. C,ALVANVEP METAL
FLASHING
MUST ADD D1910, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
C5) FIBERGLA5S SHINGLE6
< < PRE-FAF TRUSS
1/2' CLG. BOARD 4 TEXT.
5IMP50N SP4 2X4 DBL, TOP PLATE
m EVERY 1/2" FDR -T WALL.
OTHER STUD 2X4 WOOD STUDS 016' O.G.,
U.N.O. ON TRUSS PLAN
2X4 CONT. STRE56
BLOCKING MID -WALL
2X4 PT_ PLATE
SIMP50N SP -4 v
32' O 1. MAX
1/2'X9" A.B. 32' O.C.
1' EMBEDMENT
1
,• a
° caNG.5LAB
2 *5'a GONT.
1—STORY
INT. BEARING" WALL
SCALE: 1/2' =1'-0"
NOTE: FOR WALLS W/NO UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
PREGA$T HEAPER(MIN)
2 X 4 (MIN 2 X 3) 1-3116 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD 51ZE .300
MIN EMBEDMENT 1 1/4')
S' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4” EMBEDMENT
2 X Co (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK $IZE.145
MIN HEAD SIZE= .300
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
D.C. MAX. MIN 1-114' EMFsFOMENT
2 X 8 (MIN 2 X 3) 2-3116 TAPCON
OR DRIVE PIN (MIN SHANK SIZE.145
MIN HEAD 51ZE 300 1/16'05e SHEATHING
MIN EMBEDMENT 1 1/4') 2X4 16' O.C. MAX.
8' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.)
O.C. MAX. MIN 1-1/4' EMBFOMFNT 2X4 SOLID E31-OCKINCs
5ECURF TO SHEATHING W/
MIN. 2-12d P3=R 15LK EA. E=ND
ARCgWAY DETAIL
A>--16 AND UP
SCALE, 1/2"=1'-0'
I—CLOSED VALLEY FLASHING DETAIL
N.T.S.
PRE -ENC, TRUSS
DOUBLE TOP PLATE
2x CONTINOUS 5TRE55
BLOCKING MID WALL
2x 5TUD5 w 16' O.G. MAX
J" T 4 G 5UE3FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
15T FLOOR 5TUD5 TO
2ND FLOOR 9TUD5
SIMPSON M5TA-36 m 32'
O.C. MAX
PRE -ENG FLOOR TRUSS
DOUBLE TOP PLATE
2x CON-rlNou5 5TRE55
BLOCKING MID WALL
2x STUDS Q 16' O.C. MAX
1/2' GYP. WL_ BD.
SECURE BT. PLATE TO SLAB
W/ �'xg' ANCHOR BOLT W/ 2'
WASHER SET IN 6IMP50N
HIGH STRENGTH EPDXY 1"
EMBED. MIN.
51MP50N SP4 m 32' O.G. MAX
INT2—STORY L.B.W.
INT.
1/2-4-0-
2 X 4 (MIN 2 X 31 1-3116 TAPCON
I `t- CONT. 2x4 SFS RAT RUN
OR DRIVE PIN (MIN SHANK 5[ZE.145
5ECUR3=D W/ (2) 12d'a N EACH
MIN HEAD 51E.300
TRU55
MIN EMBEDMENT 11/4')
- (2) 2x4 02 5-Y.F. DIAGONAL BRACE W/ (3)
8' FROM EACH ENP AND 18"
EXISTING BLK ABY.
O.C. MAX. MIN 1-1/4' EMBEDMENT
1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
1/8" TEXTURFD FINISH
OR DRIVE PIN (MIN $HANK 51ZE.145
GYPSUM BOARD OR
MIN HEAD SIZE 300
HIGH STRENGTH CLC.
1/16' 055 SHEATHING
MIN EMPEDMENT 1 1/4'J
1-175-12 m EVER STUD
2 4 I6' O.G. MAX.
8' FROM EACH END ANP 18'
[DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0" OR GRATER REFER TO
EN OVER 16 IN HEIGHT)
(WHEN
O.C. MAX. MIN 1-1/4' EMBEDMENT
2 x 4 (WHEN ov>=R 16'
2 X 8 (MIN 2 X 3) 2-3116 TAPCON
30'-1' TO 60'-0' (3) X -BRACE (1) X-k3RACE g CENTER AND (2)
le," IN HEIGHT.)
OR DRIVE PIN (MIN $HANK 51ZE.I45
2 X SOL.IP C3LK'G � ARCH
MIN HEAD SIZE 30m
SECURE W/2 -12d EACH END
MIN EMBEDMENT 1 1/4')
8' FROM EACH END AND 18'
ATTACHMENT PER
O.C. MAX. MIN 1-1/4' 1=M13FDMFNT
MANUFACTUR3=R'S 5PEC'5.
MTL WDW FRAME
1/4' TEMP1wREP MA50NITE 'NOTE:
NO GAP w WDW FRAME=
GLUE E NAIL LU/8d'9 8'-12' O.C. TO EXCEED 1/4'
IF NEEDE=D.
ARCHWAY
DETAIL
� CUTAWAY
SCALE: i/2'=1'-0'
ASPHALT SHINGLES OVER
* 15 FELT ON 1/16' 0.8.13.
PRE -ENG TRUSSES OR PRE -ENG GABLE TRU55
CONY. FRAMED RAFTERS
SPF STIfF5AGK
(SEE SEALD ENG. PACK FOR
SIZE 4 CONNECTION)
FIR6TS
) BLOCKING
O BAYS
4'-0' O.C.OR
(AT SHEATHING
SEAM
15' o_S.B. SHEATHING OR �'
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
2x RIDGE ONE 51ZE LASER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 106 GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 126 NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTI=RS
1x8 NAILER SECURE TO TRU55E6
BELOW UJ/
(2) 12d NAILS OR
(3) 10d GUN NAILS 10 EA. TRU55-
RAFTER TO TRUSS MTS -12
CREATE VOID FOR STRAP
PENETRATION-
ROOF
ENETR.ATION-ROOF DECKING OVER
PRE -ENG TRU55E5-
PRE-FNC;. TRUSS
ALTERNATE CONNECTION
M5TA-24 RAFTER TO 6LK'G
BETWEEN TRUSSES
1� CONV. FRAMED ROOF
0'-0' TO 30'-0" (U 'X' BRACE
30'-1' TO (o0'-0' (3) 'X' BRACE
(I 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EaUALZ' FROM CENTER TO END)
FIBERGLASS SHINGLES OVER -�
" 15 FELT ON 1/I6' 0.5.5.
(2) 2X4 12 SYP DIAGONAIL BRACE �
W/ 3-12d v EA TRUSS ( DIA 0NAIL BRACE
TO COVER 5-TRU55E5
2X4 E5LOCKING FIRST 2 BA r5
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
5PF STIFFBACK
(SEE SEALD ENCT. PACK FOR
SIZE 4 CONNECTION)
7/16' 055 SHEATHING
USE S6 NAILS AT
4' O.C. EDGE 4 6' O.G. FIELD
2X4 W/ 3/8' X 5 LAG Q32" O.G. MAX.
OR SIMI SON MSTA-24 A 32' O.G. MAX.
SHEATHING NAILING TO BE
6"-8" O.C. IN FIELD
4" O.C.1wALL EDGES Wad NAILS
—STO
GABLE END
SCALE: 1/2'=I'-0"
TRUSS 24' o.c.
1/2" CLG. 13CARD
NAIL GOVT. RAT RUIN TO
-TRUSS W/ (2)12a w EA. TRU85
2X4 SYP RAT ADJACENT
TO DIACzONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
CROSS BRACI
FINISH Q LANDING
3/4" 1=l_YWOOF-) F.F.
" 1115 UPLIFT
SIMPSOM HT5M20
W/10 10d TO TRU55
AND (4) 1/4' x 2 1/4'
TAPCON$ TO CONT
POURED LINTEL
" 2350 UPLIFT
(2) SIMPSOM HT5M20
ONE EA. SIDE OF TRUSS
OPP051TE SIDE OF BLOCK
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE -ENC- TRUS5
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COYER
2' APART
TRUSS (��ANS �IOF1 RETROFIT
12'
301, MIN. FINiS1�
3/4" 1�LYuJooD WITH�
412-D COMMONS WINDER DETAIL
LANDING DETAIL NAILED THRU 3/4"
FINISH o LANDING PL 7 -WOOD INTO
3/4" pl_'1 WOOD F.F. EACH STRINCsER
3-2x12 SYP 5TRINGER DE3L 2X12 — _.� 2X12 TREAD
REINFORCED W/2x4 S1zF Ol_ROOR JOIST CUT TO FIT
W/CONT. 5EAD OF-_—.----lxa RI5ER
5UB-FLOOR ADHESIVE -- _ 10° _
LESS THAN 4" TYP.
BETLUEEN SPINDLES
PL -400 OR 51MILAz
I `t- CONT. 2x4 SFS RAT RUN
5ECUR3=D W/ (2) 12d'a N EACH
II
TRU55
2x4 l3cKlNG UNDER
- (2) 2x4 02 5-Y.F. DIAGONAL BRACE W/ (3)
WALL 5TUD5 SCURE
12d'e m EACH TRUSS (DIAGONAL
BETWEEN TRUSS BAYS W/
1 X-5R.ACING TO COVER 5-TRU55E5
(3) 12d'a EACH END
5ECURF TREADS TO STRINGF�E
GYPSUM BOARD OR
2x DOUBLE TOP PLATE"
HIGH STRENGTH CLC.
STUDS 67 16' O.C.
NOTE- BOARD
1-175-12 m EVER STUD
DIA6PONAL BRACE to CENTER OF TRU55 SPAN OR HIGHEST RIDGE.
5TRINC�ER, UNTHRF_ADED SHANK
[DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0" OR GRATER REFER TO
2X4 BT_ PLATE
TRU55 ENG. FOR ADP[7ONAI_ HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0' (I) X -BRACE
OF 5UF3-PLOOR 5PFATHIN6
30'-1' TO 60'-0' (3) X -BRACE (1) X-k3RACE g CENTER AND (2)
DORMER
BRACE DIVIPED EQUALY FROM CE=NTER TO 1=ND
8 ATTACHMENT
SCALE- 1/2'=1'-0'
GABLE X—BRACING
SCALE: I/2'=1'-0'
2x RIDGE ONE 51ZE LASER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 106 GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 126 NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTI=RS
1x8 NAILER SECURE TO TRU55E6
BELOW UJ/
(2) 12d NAILS OR
(3) 10d GUN NAILS 10 EA. TRU55-
RAFTER TO TRUSS MTS -12
CREATE VOID FOR STRAP
PENETRATION-
ROOF
ENETR.ATION-ROOF DECKING OVER
PRE -ENG TRU55E5-
PRE-FNC;. TRUSS
ALTERNATE CONNECTION
M5TA-24 RAFTER TO 6LK'G
BETWEEN TRUSSES
1� CONV. FRAMED ROOF
0'-0' TO 30'-0" (U 'X' BRACE
30'-1' TO (o0'-0' (3) 'X' BRACE
(I 'X' BRACE m CENTER)
(2 'X' BRACE DIVIDED EaUALZ' FROM CENTER TO END)
FIBERGLASS SHINGLES OVER -�
" 15 FELT ON 1/I6' 0.5.5.
(2) 2X4 12 SYP DIAGONAIL BRACE �
W/ 3-12d v EA TRUSS ( DIA 0NAIL BRACE
TO COVER 5-TRU55E5
2X4 E5LOCKING FIRST 2 BA r5
AT SHEATHING SEAMS
(2) 10d NAILS EA END
TO TRUSS
5PF STIFFBACK
(SEE SEALD ENCT. PACK FOR
SIZE 4 CONNECTION)
7/16' 055 SHEATHING
USE S6 NAILS AT
4' O.C. EDGE 4 6' O.G. FIELD
2X4 W/ 3/8' X 5 LAG Q32" O.G. MAX.
OR SIMI SON MSTA-24 A 32' O.G. MAX.
SHEATHING NAILING TO BE
6"-8" O.C. IN FIELD
4" O.C.1wALL EDGES Wad NAILS
—STO
GABLE END
SCALE: 1/2'=I'-0"
TRUSS 24' o.c.
1/2" CLG. 13CARD
NAIL GOVT. RAT RUIN TO
-TRUSS W/ (2)12a w EA. TRU85
2X4 SYP RAT ADJACENT
TO DIACzONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.C. MAX.
CROSS BRACI
FINISH Q LANDING
3/4" 1=l_YWOOF-) F.F.
" 1115 UPLIFT
SIMPSOM HT5M20
W/10 10d TO TRU55
AND (4) 1/4' x 2 1/4'
TAPCON$ TO CONT
POURED LINTEL
" 2350 UPLIFT
(2) SIMPSOM HT5M20
ONE EA. SIDE OF TRUSS
OPP051TE SIDE OF BLOCK
W/10 10d TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCONS TO CONT
-POURED LINTEL
PRE -ENC- TRUS5
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COYER
2' APART
TRUSS (��ANS �IOF1 RETROFIT
12'
301, MIN. FINiS1�
3/4" 1�LYuJooD WITH�
412-D COMMONS WINDER DETAIL
LANDING DETAIL NAILED THRU 3/4"
FINISH o LANDING PL 7 -WOOD INTO
3/4" pl_'1 WOOD F.F. EACH STRINCsER
3-2x12 SYP 5TRINGER DE3L 2X12 — _.� 2X12 TREAD
REINFORCED W/2x4 S1zF Ol_ROOR JOIST CUT TO FIT
W/CONT. 5EAD OF-_—.----lxa RI5ER
5UB-FLOOR ADHESIVE -- _ 10° _
LESS THAN 4" TYP.
BETLUEEN SPINDLES
PL -400 OR 51MILAz
II
IIS
EA HORIZONTAL RUN
5ECURF TREADS TO STRINGF�E
W/(3)#8 3" SCREWS �@ EA
r
5TRINC�ER, UNTHRF_ADED SHANK
TO EXTEND 1 E't OND TH[CKNES5
OF 5UF3-PLOOR 5PFATHIN6
-
NOTE:
STAIRS RISERS TO CONFORM
TO FSC' 2001
(3) 106 CUT NAILS
2f2+1T=24 -2F?
3/1ro" MAX_ VARIATION [N R15ER5/TREA1D5
2X11. P.T.
SLEEPER INTO
ADJACENT TO EACH OTHFfR
SLAB
3/8 MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR C-RO55 SECTION DIA.
TO f5E 13/4" +-1/4" OR PROVI�)E EQUIVALENT
HAND
ORyw.
1X10 T
-1" NOSING
q
WINDERS- 1''11N. 0" Wive Q N/ -4' -,t -,UW SNL-)
MIN. 11" WIDTH Q 12" I=RON NARROW END SCALE: 3/11"=1'-O°
34" MIN_ HANDRAIL HC>:T.
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
L ONGWOOD, FL 32750
PH. 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUDDIV. & LOT:
TUS CA
PLACE
NUJ RT'H
LOT 27
PROJECT #
1703.00
MODEL:
"1755"
GARAGE SWING:
RIGHT
]PAGE:
MIs.0 .
DETAILS
ARCHITECT.
STATE OF ELC IDA '
JA CANTWELL
/AR NO 12079 .
02/11/10
SCALA: 1/4"-1'-61/4j,^1,-6»
SHEET
D 503p
J