HomeMy WebLinkAbout2636 Vineyard Cir (a)® STATE OF
CERTIFIED
FLORIDA
BUILDING
CONTRACTOR:
y
D.R.
HORTON HOMES
32822
5850
T.G.
LEE
BLVD. SUITE 600
ORLANDO,
FL,
32822
TEL:
(407)
850-5200
FAX:
(407)
850-5300
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (4.07) 774-8078
Fax: (407) 774-4.078
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DESIGN CRITERIA: ABBREVIATIONS REVISIONS (
,.YDATE DESCRIPTIONINDEX DRAWINGS
• FLORIDA BUILDING CODE (FBC) 200`7 RESIDENTIAL ABV. ABOVE LAV. LAVATORY
W/2009 SUPPLEMENT A/C AIR CONDITIONING LUM. LUMINOUS 11/3/00 ID-R_H F3ASF MODEL CHANGES
ADJ. ADJUSTABLE M.C. MEDICINE CABINET SHEET # DESCRIPTION
• 2007 FLORIDA FIRE PREVENTION CODE ALT. ALTERNATE MFR. MANUFACTURER 4/20/09 R.L. R.FVISIONS - REMOVE "F" 4 "E" FLFVATIONS
AMP. AMPERAGE MIN. MINIMUM
• NATIONAL ELECTRICAL CODE (NEC) — 2008 EDITION BD. BOARD M.T. METAL THRESHOLD PLUM15-CUA' OVERHANGS RAISF F3RCF. NC�TS. TO
ALL LOCAL AND STATE CODES CL CENTERLINE MTD. MOUNTED IPG C1—COVER PAGE
CAB. CABINET MTL. METAL a'-8" ON "A" 4 115" ELEVATIONS
CLO. CEILING N.T.S. NOT TO SCALE P G GN — GENERAL NOTES
CLR. CLEAR O,C. ON CENTER 7/3p/sag REMOVED FRAMING AT A/C CL.05ET IN GARAGE PER LOU AVELLI PG 1—FOUNDATION PLAN
CONC. CONCRETE Pi, PROPERTY LINE 10/10/09 C+ -DANCED a/C PLAT1=801-1
CPT. CARPET P.B. PUSHBUTTON PG 1A—DOWEL PLA1V7��
C.T. CERAMIC TILL I'H. PHONE
-OCCUPANCY — RESIDENTIAL, GROUP R3 D. DRYER PLT. PLATE PG 1B— LINTEL SCHEDULE (CAST—CRETE)
•CONSTRUCTION TYPE — VB DG' DUAL.. GLAZED PR. pair OOD PG 113.1— LINTEL SCHEDULE (WEKIWA)
•MIN. INTERIOR FINISH — CLASS B DIA. DIAMETER P.T. PRESSURE TREATED PG 113.2— LINTEL SCHEDULE (PRO—CRETE)
BASIC WIND SPEED — 120 MPH M S
DIM.
DIMENSION
RAD. RADIUS • ( /) PG 1C—WIND LOAD CALCULATIONS
91—STORY RESIDENCE — DP. DEEP R.A.G. RETURN AIR GRILL
DR. DOOR REF. REFRIGERATOR PG 2— FIRST FLOOR PLAN
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER D.S. DOWNSPOUT RM. ROM >> >> ,
LOCAL AND STATE CODES DTL, DETAIL R.O. ROUGH OPENING PG 3B—ELEVATION B FRONT & REAR
D.W. DISHWASHER S.C. SOLID CORE EXT DR » ��
SPECIFIC PARAMETERS FROM FBC 2007 CH. 3 EA. EACH S.D. SMOKE DETECTOR PG 413—ELEVATION B LEFT & RIGHT
USED FOR DESIGN INCLUDE: "
ELEV. ELEVATION S.H. SINGLE HUNG 7
EQ. EQUAL SHT. SHEET PG SAB— FRAMING- PLAN B
• CONCRETE -MASONRY RESIDENTIAL F.XH. EXHAUST SHTHG. SHEATHING v v
S CONSTRUCTION WOOD FRAME CONSTRUCTION EXT. EXTERIOR SHWR. SHOWER PG 6—ELECTRICAL PLAN
*AMERICAN SOCIETY OF CIVIL ENGINEERS 7-05 F.G./FX. FIXED GLASS SIM. SIMILAR PG D1—FOUNDATION DETAILS
F.G. FUEL GAS SL. SLIDING
RFINISH
SL. STIAss PG D2—MISC. DETAILSSQ.FT.CALCS R D AND
FLUOR. FLUORESCENT SWS SHEAR WALL PG D3-1—STORY WALL SECTIONSFR. FRENCH _
SECTION
L f V INS 1542 5Q. ET.
FGR FOOTING OOR TEMP. 'TEMPERED GLASS PG D4—MISC. DETAILS
GA. GAUGE THK. THICK PG D5—MISC. DETAILS
ENTRY ELEV. "A" 4 "�3" 14 5Q. FT. GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB
G.F.I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE
ENTRY ELEV. "C" 4 "D" 42 SQ. FT. INTERRUPTER T.O.S. TOP OF SLAB elft *0
GL. GLASS TYP. TYPICAL
GARAGE3 �SQ. T. GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED ,.
H.B. HOSE BIB OTHERWISE
H.C. HOLLOW CORE V.P. VAPOR PROOF
TOTAL. ELEV. "A" 4 13" 1948 5Q. ET. HDR. HEADER W, WASHER
HGT. OR HT HEIGHT W/ WITH
TOTAL ELEV. "C" 4 "D" 19-1ro 5Q. FT. INSUL. INSULATION WD. WOOD
NT. INTERIOR WDW. WINDOW
PATIO35 5Q. F=T. W/H WATER HEATER
W.I. WROUGHT IRON
OPT. GOY. PATIO 00 5Q. F=T.
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
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GARAGE SWING:
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PAGE:
COVER
PAGE
ARCHITECT:
STATE OF FLORIDA
3
DATE: 12/23/09
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GENERAL NOTES
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA
BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
A. FLOOR LIVE LOADS (PSF)
I. SLEEPING ROOMS 30
II. ATTICS W/ STORAGE 20
III. ATTICS W/OUT STORAGE 10
IV. POOLROOMS 75
V. BALCONIES 60
VI. DECKS 40
VII. STAIRS AND EXIT WAYS 40
VII. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS 10 (PSF)
C. ROOF LIVE LOADS **
I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17
II. CONCRETE TILES 25
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED 120 MPH
II. WIND IMPORTANCE FACTOR (IW) 1.0
III. EXPOSURE CATEGORY B
IV. WIND DIRECTIONALITY FACTOR (KD) 0.85
V. INTERNAL PRESSURE COEFFICIENT (GCPI)
OPEN BUILDINGS 0.00
PARTIALLY ENCLOSED BUILDINGS ±0.55
ENCLOSED BUILDINGS ±0.18
F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR
BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY
THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS.
THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3,
SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION.
3. DO NOT SCALE_ DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK
PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND.
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION
OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE
CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR
FABRICATION OF THE WORK.
5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES,
OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR
SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING
CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 120 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2. AS PER FBC 2007 SECTION R309.1: OPENINGS FROM A PRIVATE_ GARAGE DIRECTLY. INTO A ROOM USED FOR SLEEPING
PURPOSES SHALT_ NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE_ AND RESIDENCE SHALL BE EQUIPPED WITH
SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS.
3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE_ SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN.
RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED FROM ALL HABITABLE ROOMS ABOVE_ BY NOT LESS THAN 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'/rINCH GYPSUM BOARD OR EQUIVALENT.
SITE WORT'(
1. REEFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL
OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND
IRRIGATION.
3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.).
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM
THE NEAREST EDGE OF THE FOOTING.
6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS
AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE
KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE
REQUIREMENTS.
11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE
ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES
HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3/"
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4'.
7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION..
MASONRY
1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE_ REQUIREMENTS FOR CONCRETE
MASONRY STRUCTURES, ACI 530.1 /ASCE 6, LATEST REVISION.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500
PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY
VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/4 INCH, REFER TO FBC 2007, SECTION R607.2.1.1 FOR
MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS.
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA.
HORIZONTAL JOINT REINFORCEMENT; FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16"
ON CENTER (MAX).
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN
BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM Al 85. LAP SIDES
AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS
REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL
SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS
THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/4"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/21
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 1/2" CDX PLYWOOD. 1/2" CDX
SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALT_ SPAN A
MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL
UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES
CONFORMING WITH PERFORMANCE_ SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALT_ SHEATHING SHALL BE APA RATED 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND
STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER
FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER
REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH
GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR
LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN
APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE
GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR
EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS
RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE CPUC.
3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH w AMAFLF_X.
4. SHOWER, HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6, NO VENT STACKS SHALT_ PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE_ AND LOCATION OF CLEANOUTS SHALT_ CONFORM TO THE 2007 FLORIDA BUILDING CODE.
8. FIXTURE SUPPLY SIZES SHALT_ 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, Y8" 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 -0926
2 -STORY GYPSUM BOARD
UNDER STAIR PROTECTION:
1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON
THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 311.2.
A R C H IT EC TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4076
www.abdesigngroup.com
AA #: 0003325
ONE
SU13 SIV. LOT:
TUSCA
SOUTH
LOT # 3 0
PROJECT #
1'03.00
MODEL.-
"1542"
ODEL:"1542"
GARAGE SWIING:
RIGHT
PAGE:
ARCHITECT,
STATE CTE FLORIDA
DEX 2/12000
JAMES/CCANTW€
AR ,NN, O12079
]DATE: 12/23/09
SCA1/4"=1'- 0"
SHEET
1"�
OF 110
ATI ,A I)
FOUND_AT]fON lyLAN ELEVATION " A„ & „ B„
15'-5" 101-0II 141- I"`
24"x24"x12" GONG.
PAP W/ 3-05 E3ARS
E.W. ON CHAIRS MIN_
3" GOV)=R
■ ■ ■
4 1/2
4 D 1
411
GONG.
SLAC . O
-3 1/2" Uj
■ ■ ■
COV. PORCI-1
---—— 0'-0"ELEv.—
FIN. CONC. SLAG
Ll
)\�E, LEV.
SECURE STRAP TO
CONC. W/ (2)-3/1ro"X2
TAP -CONS
CONC. SLAB.
�-4"
�r
GONG.
5!_AF
99 c 99 &
9D99
"D99
3IMPSON WB
;OLL STRAP
)R EQUAL
SECURE STRAP TO
UNIT W/ (2) #8x1 1/4
SHT MTL SCREWS
A/C c
„0 PAD DETAIL
A R C M I T E C T
N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUDDIV. & LOT:
TUSCA
SOUTH
.LOT X30
PROJECT #
1703.00
MODIML:
1542"
GARAGE :SWING:
RIGHT
IPAGE:
FOUNIDA.TIO
PLAN
rARCHITECT:
STATE OF FLORIDA
DEC 2 3h0o9
JAMES OANTWELII
Aa NO 12079
rATA: 12/23/09
SCS:
SHEET
DOWEL PLAN ELEVATION 99 A 99 & 99 B 99
ELEVATION 'T 13 & 35 D 99
I A R C H ITEC T S 1
Despin
Grounc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDiV. & LOT:
I' UTSTC A
s O V rlllL
1
LOT #30
PROJECT#
1'03.00
MODEIL,:
"1542"
GARAGE SWING:
RIGHT
PAGE:
DOWEL
PLAN
ARCHITECT -
STATE OF FLORIDA
DEC 2 , 2009
JAMESA TWEL L
AFS O 12979
IDATIE: 12/23/09
SCALA-: 1/4"=1'-0
SlUEET
1 A OF 101
�AFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U -LINTELS
8" PRECAST & PRESTRESSED U -LINTELS
— —
LINTEL LENC TI -E TY ,�F TY„PF I GOl li 1ENT5
NO_ ELEV. A ]`3 ELEV. G D
GRAVITY
UPLIFT
8'-8' GLCa•
ATERA8f�
TYPE
LENGTH
$U$
01`0_0155F12 -ma 16-m m -m 4- 28-0 32-0
8F8-15 8F12-16 SF16-15 br20-15 SF24-1B SF28-115 BF32-15
2'-10'(34') PRECAST
2302
3166
4413
6039
1526
9004
10412
11936
3166 4413 6039 1526 9004 10412
11936
3'-6' (42') PRI CAST
2302
3138
3311
4689
6001
1315
8630
9941
3166 4413 6039 1526 9004 10412
11936
4'-0' C48') PRI=CAST
202"J2325
1192
2496
3461
4438
5410
6384
1358
26464413 6039 1526 9004 10412
11936
4'-6' (54') PRECAST
1651
1161
1913
2651
3403
4149
4896
5644
2110 4021 6039 1526 9004 10412
9668
5'-4' (64') PRECAST
1184
1223
1301
1809
2311
2826
3336
3x46
1665 2869 5051 6096 5400 6424
1450
5'-10'(10') PRECAST
912
1000
1059
1414
1889
2304
2121
3131
1459 2464 4144 5458 4431 5280
6122
6'-6' (1$"J PRECAST
931
1255
2101
3263
2146
3358
3911
4585
1255 2101 3396 5260 1134 8995
6890
-i'-6" (90')PRECAST
161
1029
1615
23e5
1 1994
2439
2886
3333
1029 1615 2610 3839 5596 6613
5041
9'-4' (112') PRECAST
613
632
1049
1469
1210
1482
1154
2027
16B 1212 1818 2544 3469 4030
3121
10'-6"(126') PRECAST
456
482
802
1125
9151122
10'-6"(1269 PRF -CAST
1328
1535
658 1025 1514 2081 2114 3130
2404
11'-4' 0136') PRECAST
445
598
935
1365
1854
2355
1193
2015
598 935 1365 1554 2441 3155
4044
12'-0'(144') PRECAST
414
545
864
1254
1689
2014
1510
IBIS
555 864 1254 1693 2211 2832
3590
13'-4' C160') PR1=GA5t
362
421
126
1028
1331
1635
1224
1418
485 148 1016 1438 1555 2343
2920
14'-0'(168') PRECAST
338
381
648
919
1190
1462
1081
1260
455 100 1003 1335 1114 2153
2666
PRESTRESSEDNR
N.R.
Im65
NR
NR
NR
NR
NR
NR
465 165 1310 2045 2610 3185
I 3165
15'-4' (184') PRESTR! SSFP
N R
NR
NR
NR
NR
NR
NR
NR
420 695 1250 1855 2310 2890
3410
ll' -4' C2m8') i'RESTRESSED
N R
NR
NR
NR
NR
Nit
NR
NR
310 530 950 1400 1 1800 2200
2600
19'-4'(232') FR! BTREBSEp
KR.
NR
NR
NR
NR
NR
NR
NR
240 400 150 1090 1400 1120
2030
21'-4" (256') PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
183 330 610 940 1340 1780
2110
22'-0"(2roW)PRE5TRE5SED
NR
NR
NR
NR
NR
NR
NR
NR
160 300 510 810 1 1250 1660
1910
24'-01'288') PRESTRESSED
NR
NR
NR
NR
NR
NR
NR
NR
130 240 t 410 120 1030 13501
1610
8" PRECAST & PRESTRESSED U -LINTELS
•RLL,�uL. r: v/A"ur- P i Avro m/M wlwvc -two
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
R�
— —
LINTEL LENC TI -E TY ,�F TY„PF I GOl li 1ENT5
NO_ ELEV. A ]`3 ELEV. G D
UPLIFT
UPLIFT
8'-8' GLCa•
ATERA8f�
LATERAL
L�NC�tH Tl P
8F5-1
12-17
16 -IT 20-1T
24-I
28 -IT 8F32 -1T
We
5FS
8-2 12-2 16-2 2m-2 4-2 28-2 aP32-2T
2'-10'(34') PRECA5T
2121
tale
4101
5332
6569
1811
9055
2021
2021
2121 2184 3981 5190 6401 1630 8851
3'-6' (42') PRECAST
2165
2289
3260
4231
5219
6204
1192
1251
1251
2165 2215 3165 4125 5091 6061P(24
4'-0'(40') PRECAST
1818
1989
2832
3680
4532
5381
5'-10' (10') PRECAST
1192
938
1518 1925 2750 3583 4422 5264938
4'-6' (54') PRECAST
1660
1162
2501
3251
4010
4161,2172"11660
6'-$' (00') PRECA5T
901
1105 2435 3111 3913 46585'-4'
(64') PRECAST
1393+
1484
2110
2141
3315
4010
505
505
1393 1 1431 2050 2610 3293 3920 4549
5'-10'(10') PRECAST
1212-1
1351
1930
2505
3084
3665
4241
418
418
1212 1 1315 1815 2441 3010 3583 4151
6'-6'(l$") PRECAST
1011
1342
1133
2250
2169
3290
3812
101
88 16"
1182 1684 2192 2103 3216 3132
(90') PRF=CAST
K11441-1200
912
1419
1914
2354
2191
3240591
3581
65-1
102 9 1466 1901 2351 2191 3245
9'-4' (1129 PRI=CAST454
5'-10' (70') PRECAST
612
1380
1269
1560
1852
2144
630
801 155 1192 1550 1910 2211 2634
10'-6"(1269 PRF -CAST
116•
498
193
1021
1261
1496
1131
396
493
116 611 1039 1389 Illi 2034 2358
ll' -4' (136") PRI=CA5T
666•
439
696
899
1104
1309
1515
363
556
666 535 905 1295 1595 1896 2198
12'-0'(144') PRI=CAST
601•
400
631
816
1001
1186
1312
340
494
631 486 ale 1209 1514 1199 2086
13'-4' (160') PRI=CAST
500•
340
532
686
841
991
1153
3�2
398
513 409 682 1004 1361 1631 1891
14'-0"(168') PRECAST
458•
316
493
635
118
922
Im65
286
360
548 318 629 922 1254 1561 1816
14'-8' (116') PRESTRE5Sf p
243
295
455
591
124
851
990
N"R'
35 1
243 352 582 852 1156 1491 1142
15'-4" (184') PRESTRESSED
228
218
430
553
611
801
925
N.R.
327
228 329 542 191 1012 1381 1616
(20a')PRESTRE66IED
188
236
361
464
561
610
114
N.R.
255
188 216 449 649 014 1121 1389
19'-4' (232') PRI=5TRI=BSEP
165
201
313
401
490
518
661
N.R.
204
165 239 383 550 136 940 1160
21'-4' (256")PRi STRI=BSEP
145
186
218
356
433
512
590
N.R.
172
142 1 212 336 411 635 801 993
22'-0'(264')PRE5TRE88ED
140
180
268
343
418
493
568
N.R.
161
131 205 322 45l 601 111 941
24'-0'(288') PRESTRESSED
121
165
244
312
1 380
441
515
N.R.
135
124 186 290 408 538 680 833
•RLL,�uL. r: v/A"ur- P i Avro m/M wlwvc -two
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
R�
— —
LINTEL LENC TI -E TY ,�F TY„PF I GOl li 1ENT5
NO_ ELEV. A ]`3 ELEV. G D
UPLIFT
GRAVITY
8'-8' GLCa•
ATERA8f�
-1 -,T -PE
L- N_ {-i
0 -IT etN IT a IT =22 IT =6 IT OW30-I
=6 IT 81 1 B 1Si�
6- 0f�10-IDB Bf�Fl4- IB -0 8122- 8126-
8130-mB
�
8fi�6-16 8f�10-IB 8F�14-IB 8RFI8-IB Bt Z2 -1H gl'�26-IB
BI�F3m-IS
4'-4' (52') PRECAST
b
1591
3053
2982
3954
4929
5904
688ID
1489
1821 3412 4982 6412 1941 9416
10818
4'-6' (54') PRECAST
1440
2182
2114
3600
4481
5315
6264
1351
1102 1 3412 4982 6412 1941 9416
10818
5'-8' (68") PRECAST
i
832
1602
1550
2058
2566
3015
3585
185
1153 2162 4014 9,412 6516 5814
6839
5'-10' (10') PRECAST
1192
119
1500
1449
1924
2400
2816
3352
135
1103 2051 3611 6412 6516 5450
6411
6'-$' (00') PRECA5T
901
1611
2933
2516
3223
3812
4522
822
W1 1611 2933 4100 6130 8111
6101
(9m') PRECA5T
2240
161
1311
2252
1958
2451
2944
3439
665 164 1311 2329 3609 5492 6624
5132
9'-8' (116'1 PRECAST
2423
3055
834
1253
1011
1342
1614
1886
all420
535 928 1491 2119 2618 3595
2815
8" PRECAST W/ 2" RECESS DOOR U -LINTELS
•DUCE VALUE 0Y 15% FOR GNADE 40 FIELD KEf3AK
L-9
e L-8
25-5H 25-5H
EGRESS EGRESS
OWNERS
SUITE
a' -a" GLG.
0.
BATH
S' -S" CLG.
r --
I
I
W.I.C.
I
LIVING ROOM/
DINING ROOM/
.� OPT. BEDRROOM #4
i3'-8" CLC.
35 -SH W/
ARCH TOP
L-1
a�
0
PATIO
506 a S.G.p.
FAMILY
ROOM
S'-8" CLG.
I
HEN oI�
cLG. O
n—
— —
LINTEL LENC TI -E TY ,�F TY„PF I GOl li 1ENT5
NO_ ELEV. A ]`3 ELEV. G D
UPLIFT
I
I
8'-8' GLCa•
ATERA8f�
:Tf-:r=
0 -IT etN IT a IT =22 IT =6 IT OW30-I
=6 IT 81 1 B 1Si�
Le, 41_6" BF24-OEMT
8Fi6-0EVIT
LENGTH
6-2T 1 10-2
! 8
0�14-2T 01 18-2T ei'W22.2T afW26-2 SW30-2
b
$
8F16-OFMT
1244
1513
2413
3260
4112
4961
5825
i �
4'-4' (52') PRE=CAST
032
932
i
1244
1519
2339
3110
4008
4850
5696
1192
1501
2311
3121
3931
4156
5511
4'- 6 (54') PRECAST
853r416-
1192
1455
2240
3036
3831
4643
5453
924•
1112
1195
2423
3055
3689
4325
')
5'-8' (68PRECA5T
924
1132
1141
2351
2918
3603
4230
5IDI
896•
1138
1142
2352
2965
3581
4195
5'-10' (70') PRECAST
469
896
IID99
1690
2288
2891
3491
4106
882
1513
2042
2519 1
3101
3642
ro'-8' ($0'JPR�CAST118
830
1100
118
956
1468
1981
2509
3035
3563
688
691
1325
1810
2200
2153
3221
(90') PRECAST
110
941
688
849
1302
1162
2225
2690
3151
533•
433
828
1123
1413
1104
1995
(116") PRECAST
516
614
533
521
1009
1369
1126
aIDea
2450
•DUCE VALUE 0Y 15% FOR GNADE 40 FIELD KEf3AK
L-9
e L-8
25-5H 25-5H
EGRESS EGRESS
OWNERS
SUITE
a' -a" GLG.
0.
BATH
S' -S" CLG.
r --
I
I
W.I.C.
I
LIVING ROOM/
DINING ROOM/
.� OPT. BEDRROOM #4
i3'-8" CLC.
35 -SH W/
ARCH TOP
L-1
a�
0
PATIO
506 a S.G.p.
FAMILY
ROOM
S'-8" CLG.
I
HEN oI�
cLG. O
n—
— —
LINTEL LENC TI -E TY ,�F TY„PF I GOl li 1ENT5
NO_ ELEV. A ]`3 ELEV. G D
FOYER
I
I
I
8'-8' GLCa•
I I
u
II
�
u
8 BRKFST
. S Z
ELEVATION "A 99 & 99 B 99
S'-8" BEARING HEIGHT THROUGH OUT
ELEVATION "A" 4 "I3"
F ------i
I I
GARAGE
V-0` CLC.
BDRM.#3
8'-8" GLCa_
BDRM. 2
a' -a" GLC.
--------------------
--------------------
L— 4
CA"T-u"RETE LINTEL Su"HEDULE
C�
� l�
v LU -
/ 1
O
V"� -
�44i'® T4f LINTEL
SCHEDULE
LINTEL LENC TI -E TY ,�F TY„PF I GOl li 1ENT5
NO_ ELEV. A ]`3 ELEV. G D
L 1 5'-4" SRF14-05AT
L 2 4'-611 5RF22-0E3/1T
&RF14-05/1T
5RF30-05/1T
L 3 3'-6" OF24-015/1T
51=16-05AT
L 4 1-l'-4' SF28-]EMT
51=36-1F3/1T
Le, 41_6" BF24-OEMT
8Fi6-0EVIT
L 6 4'-6" 81=24-05/1T
8F16-05AT
L 7' _64 OF24-01~3/1T
■ ■
1- a 4'-6" 8F24-013/iT
8F16-OFMT
i i
aFlb-OP/iT
i
■
■ i
i �
:WIN
i
i i
001■110
■
�44i'® T4f LINTEL
SCHEDULE
LINTEL LENC TI -E TY ,�F TY„PF I GOl li 1ENT5
NO_ ELEV. A ]`3 ELEV. G D
L 1 5'-4" SRF14-05AT
L 2 4'-611 5RF22-0E3/1T
&RF14-05/1T
5RF30-05/1T
L 3 3'-6" OF24-015/1T
51=16-05AT
L 4 1-l'-4' SF28-]EMT
51=36-1F3/1T
Le, 41_6" BF24-OEMT
8Fi6-0EVIT
L 6 4'-6" 81=24-05/1T
8F16-05AT
L 7' _64 OF24-01~3/1T
aF32-013/iT
1- a 4'-6" 8F24-013/iT
8F16-OFMT
L C3 4'_6" aF24-OE34T
aFlb-OP/iT
fi l
FOYER P
9'-4" CLG.
I I II
LIVING ROOM/_ - - BRKFST
F (DINING ROOM/ _ 9'-4" cLc_
OPT. BEDRR00M #4
9 4 CLCD L-2 INS -SH
'X
ENTRY (nLD-13i
35-5H W1{�
ARCH TOP
fi <
L-1
ELEAVATION 99 C" & "D99
OUT
ELEVATION "C" 4 "D"
SAFE LOAD TABLE NOTE5 "5 REDAR AT TOP
MIN. (U REQ'D
GENERAL NOTES 1-1/2' CLEAR
MATERIALS i. All values baeed on minimum 4' bearing. Exception_ safe loade for unfilled TYPE DESK -:NATION
I. f'c precast lintels = 3500 psi. I. Provide full mortar head and bed joints. lintels must ba reduced by 2051 If bearing length Is leee than 6-1/2'. a ''j GM.U.
2, f'c prestressed lintels 6000 psi. 2. Shore Filled Ilntels as reclulred. Safe loads for all recessed lintels based on 6' nominal bearing. F = FII_l_EP WITH CsROUT / U - UNFILLEID v �
3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. ;• .,
3. f'c grout - 3000 psl w/ maximum 3/8" aggregate. GaUANTITY OF *5 RE13AR AT
4. Lintels are manufactured with 5-1/2' long natchoe at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. z t
4. Concrete masonry units (CMU) per ASTM G9rD w/ BOTTOM OF LINTEL CAVITY
minimum net area compressive strength = 1900 sl. vertical cell reinforcing and grouting. 4. Ufa loads based on grade 40 or grade 60 field rebar. F '� " GROUT
pp 5. All Ilntele meet or exceed L/360 vertical deflection, except Ilntele 17'-4' and D. Additional lateral load capacity can be obtained by the designer by providing _
5. Rebar provided In recast lintel per ASTM AA GRA10. - b' '
p longer with a nominal height of 8' meet or exceed L/I80. addional reinforced masonry above tha precaot [Intel. Field r®bar per ASTM A615 C,R40 or GR60. 6. bottom Field added rebar to be located at the bottom of the [Intel cavit -/ REESAR AT 60TTOM
6. Prestreesine strand per ASTM A416 grade y 6. One "1 rebar may be substituted for two *5 rebars In 3' lintels only. • • OF LINTEL CAVITY
ee mechanical anchorage -
e t bottom et I For m hanical
2 diameter wire stlrru s are welded to the 1. "I/3 diemcs
0 o aaloadtabl sb
e a a e e concentrated t atsd l ads from the o f
21rD low relaxation. p"l. 7h d sign r may valuat n en r y
1. 1/32 wire per ASTM A510. 8. Gast -fn -place concrete may be provided in composlte lintel In lieu of concrete masonry units. calculating the maximum resisting moment and shear at d -away from the Face of support. NOMINAL OUTH 62UANTITY OF 05 BOTTOM f2EINFORGING
9. SaFe load ratings based on rational design anal sfs per ACI 318 and ACI 53(0 NOMINAL HEIGHTJ RE5AR AT TOP 1-5/8'AGTUAL vl
8. Mortar per ASTM C210 type M or 5. g g y p 8. For composite lintel heights not shown, use safe load from next lower height. F'RO PED IN LINTEL
g. All safe loads in units of pounds per linear Foot. 8' NOMINAL. WIDTH (VARIES)
A R C H IT E C TS
Design
Grou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
TUSCA
SOUTH
LOT X30
PROJECT#
MODEL,'
MODEL,
1542"
GARAGE: SWING:
DIGHT
PAGE:
LINTEL
SCHEDULE
(CAST— CRETE)
ARCHITFCT-
STATE OF FLOI�IC7A
DEC 2
J
DATE: 12/23/09
SCAI :1/4"=1'-0"
SHEET
or
A R C H I T E C T S
1441 N. RONALD REAGAN BLVI
LONGWOOD, FI_ 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SU391DIV & I.OT:
TUSCA
S 0 UrM
LOT #30
]PROJEC #
1703.00
MODE
7)1542"
GARAGE SWING:
RIGHT
]PAGE:
LINTEL
SCHEDULE
( WEKIWA)
ARCHITECT:
STATE OF FLORIDA
D C 2,� 2009
DATE: 12/23/09
sc :1/4" — 0"
SHEET
o lo F -
R C H! T 6 C T S 1
Design
Grou�rnc.
1 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www,abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
TUSCA
SOUTH
LOT #30
PROJECT
1'03.00
MODEL.:
"1542"
GARAGE SWING:
RIGHT
IPAGE:
LINTEL
SCHEDULE
(PRO -CRETE)
ARCHITECT:
STATE OF FLORIDA
DE C r 2003
DAMELtSANTWELL
AR 012079
DATE: 1.2/23/09
SC AT
SHE
ET
TFDQ2OF
�
PATIO
80---------
25-SH
-------
25-SH 25 -SH O
EGRESS EGRESS
SP,�oB S.G.D.
OWNEIRS
SUITE FAMILY
ROOM
0.
BATF
r --
I
I
I
� W.I.C. O
i
i
LIVING ROOM
DINING ROOM
-- OPT. BEDRROOM #4
35 -SH W/
ARCH TOP
0�
0
FOYER
II
II
HEN
BDRM. #3
BATH #2
II
-47
LAUN.
L --J
r ---I
L_ -J
GARAGE
CI'
0-:
ELEVATION "A9% & 99 B 99
5EARING HEIGHT THROUGH OUT
ELEVATION "A" 4 "5" ® -
e
--------------------
'WIND
---- ----------
111 ) LOADu"ALU"'ULATIONS
COMPONENT AND CLADDING WIND LOADS
BASIC WIND EXPOSURE FOR 3 SECOND GUSTS
CAII #
SOUARF
FOOTAGE
WINDOW 517E
AND TYPE
ZONE
110 MPH WIND
REMARKS
130 MPH WIND
1
26
35-3H W/
ARCH TOP
4
20.5/ -22.3
24.4/ -2k2.&
2
20
3068 DR
4
20.8 / -22.0
24.-I/ -20.9
3
12
L-
1H5 -SH
5
21.ro/ -28.1
L 25.-1/ -34.2
4
112
16'-0 X _11-0
GARAGE DR.
5
183/ -22.4
21.8/ -26.1
5
l�
25 -SN
EGRE55
4
21.1 / -22.9
25.1/ -2-1.3
ro
l�
25-3N
EGRESS
4
21.1 / -22.9
25.1/ -21.3
-1
34
5068 S.G.D.
4
20.2 / -22.0
24.0/ -20.2
8
1_1EGRESS
25 -SH
4
21.1 / -22.9
25.1/ -21.3
9
1-1
25-6H
EGRESS
5
21.1 / -25.0
25.0/ -3:l
WHEN CALCULATING WIND PRESSURES ON A GARAGE DOOR, FLORIDA
BUILDING CODE, 2004 ALLOWS THE PRESSURES TO 5E AVERAGED WHEN
THE OPENING 15 PARTIALLY LOCATED IN BOTH ZONE 4 AND ZONE 5
WIND PRESSURES ARE 5A5ED ON WIND SPEED=120MPH (3 SECOND GUST)
IMPORTANCE FACTOR= 1.0
EXPOSURE CATEGORY = B
MEAN ROOF HEIGHT=LESS THAN 30 FT. FOR AN ENCLOSED BUILDING
/-. m,
PERCENTAGE OF AREA WITRIN ZONE 4:
A;,=11.33-16=0.71ft"
PERCEN'T'AGE OF AREA WITHIN ZONE 5:
A5=41.66-1 L6=0.29 fL2
AVERAGE POSITIVE PRESSURE ON GARAGE DOOR:
P =21.8 (0.9) -+- 2I.8 (0.10)
= t9.62-+-2.18
= 21.8 psP
AVERAGE NEGA'I'tVE PRESSURE ON GARAGE DOOR:
p = -24.0 (0.7 l) -+- - 26.55(0.29)
_ - 17.05 -+- (-7.7)
_ -24.75 psC
AVE:RA(iE (_GARAGE' DOOR PRESSURE;:
p=21.8/-24.8
L -7
35 -SH W/
ARCH TOP
ri---� E LE VAT I O N
c31-411 BEARING HEIGHT THROUGH OUT
ELEVATION "C" 4 "D"
BRKFST
8' - 8" CLCx.
"D 79
A R C H 1 T E C TS
Design
Grou Ine_
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SU'BIJIV. & LOT:
TUSCA
SOUTH
LOT #30
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SSI qG:
RIGHT
PAGE:
WIND -LOAD
CALCULATIONNS
rARCHITEE%NATE
OF FIIDA
3 ItIV
DATE: 12/23/09
SCALE: 1/41?=V-0"
SHEET
OF rn
a
a
(
"ARCH
411
4"
OWNER'S
DOOR
I�3EYOND
ARCS[
3-1/2"
2_
ELEC. OUTLET
PER ELEC. GODS
NICHE jAR_ DETAIL
N(D (Or
1R -15H
w �r
4-0
E3.F.
18" PLANT SH. Qj
88" A.F.F.
BDRM. #
a' -a" CLG.
40'-0"
12'-2"
4'-4" -1'-a" / Il' -0" 1 13'-8" 3'_4..
PATIO
-1'-011x51_011
25-5H 25 -SH
EGRE55 EGRESS 500a S.G.D.
28" OVER
HANG 0 5GD
25 -SH
EGRE55
OWNERS BDRM.#3
SUITE FAMILY
a' -a" cLG = ROOM
a' -a" CLG.
3'-4" 8 1'_o" -
3 _a 1_-11 3 _0 5 _1 3 _a 3 _o -01 1'-10" 3'-2" g _0,
-0
c� B -F
BATH #2 -
LAV. _ AI ?8 a HG.AGG_ M3
0. a' _ AV. O �3
-3 (
:T BATH
X 6
-
`�
Its
■ I vu �Q w :06I -W.I. c. a 4 _o I KITCHEN z I BDRM. 2
— I S -all 0 CEG. 4 5,_4.. I 8'-8" GLG. O a'-8" CLG. —
IR -154
— WC. @ W — 6y I v�
u
o I F -J-1
I I 4'-6 a _o cv
D10 W (� I 4-0 -
W LAUN.
-a"-
LIVING ROOM/--
DINING ROOM _ - - - r - - _1 _
BRKFST = �
OPT. BEDRROOM #4 M.T.8a ,� I F2 I
„ - CEG. .�, 10-61
L
■ 8'-8" GLC. 4'-0" a' I 0 Q I ctl Z
IH5-5N S.0 - - J - 1 l
36 "X4a" A/C =
PLATFORM
t�
41-011
01 -all 30" AFF a _ o ■
■ I ATTIC I 2" STEEL -
35 -SH W/ACCESS PIPE
ARCH TOP L - - - - - U BOLLARCU -
0,
Q.FT.
CALC.'S
LIVING
ENTRY ELEV. "A"
ENTRY ELEV. "C"
GARAGE
4 "B"
& "D"
1542
14
42
392
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT,
TOTAL ELEV. "A"
TOTAL ELEV. "C"
4 "B"
4 "D"
194&
19716
eO. FT.
SQ. FT.
PATIO
OPT. COV. PATIO
35
80
5Q. FT.
50, FT.
EXTERIOR MASONRY
WALL BRG, HEIGHTS
MODEL SPECIFICATIONS
* GARAGE DRYWALL To BI✓
TAPED, UNPAINTED, UNFINSHED
* WINDOW SILLS TO BE OPTIONAL
* MASTER AND SECONDARY LATH
TO RECEIVE 36" MIRROR
* VANITY MIRRORS TO E3E RAISED
OFF >3ACK3PLASH
ALL. DOORS ARE 6'-a" HIGH
UNLESS NOTED OTHERWISE.
* ALL TUB FIXTURES TO BE WALL
MOUNTED
1
II
I I II
'e
BOOM -- - IIS
_ o BRKFST
ROOMS
V-4" CLG.
ARCH SSTOP
fi
ELEVATION 99 C 77 & 97 D 79
C� -4" BEARING HEIGHT THROUGHOUT ELEVATION "C" 4-b"
35-5H W/
ARCH TOP — — —
EGRESS ML GARAGE
a -a-' GLC.
12_0
_ I --_ ----- -r�
J -
BED
0
r Q = ® LAY.
OOM #4 CnD 0.
■ _ -� BATH
— - a
a'-" cLG.
� - LAV.
4'-4" 3'-6" 3'-10"
- 91
9'-011�
- [Il r
to
.� -- - ---- _®-- -
--.—._.wee--- _ _
POST — I -------- - - _c1
II 8' 2.. 3' 10" ,t�_8u 3' IOn 10" y I_&
COV. PORCH I `+ I - (kl� a' g" GLC 4 /
a I 10' o"xa'-0°91-411- -
0
12'-0"1 4 lam'-rD° I _ 1R-ISFI
r I I
21 —
- ----- WG.
'-4" la' -a"
_ _'ATH
5068 S.G.D. I _ 40 -0 �j
T. OWNER'S JD
--- FLOOR PLAN
OPT ® COV. PATIO S' -S" BEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B"
8'-8" SEARING HEIGHT THROUGHOUT ELEVATION "A" 4 "B"
9'-4" fi3EARING HEIGHT THROUGHOUT ELEVATION "C" 4 "D"
A R C H! T E C T S
Design
Gourfrn�_
1441-_ N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
TUSCA
SOUTH
LOT X30
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
FLOOR
PLAN
r„ARCHITECT-
TATE OF FI_ORIDA
DEG 2 3//2009
JAME r OANTWELI-
A NO 120%9
DATE: 12/23/09
SCS: 1/4"=1'-0”
SHEET
2 OF
K/ " SCORI•
a' -a" BRG. HGsT.
1'-sa
0'-0" FIN. FLR_ -� —
1-11
FRONT ELEVATION
TEXTURED FINISH
REAR ELEVATION
TEXTURED F-IN15H
ll' -1" BUILDINGS HC -;T.
OL V-5" 15RG4. HG;T.
6" SCORED SAND CTYPJ
OI, O' -D" FIN. FLR.
V - V 55�C . HG;T.
O' -O" FIN. PLR.
6" SCORED F3AND
�u
KEYSTONE DF]CAIL
SCALE 3/0`=I`-0`
,,OPT. COV. PORCH
R C H IT EC TS
Design
Group �ne.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
a BDIV. 8c I�caT:
TUSCA
SOUTH
LOT X30
]PIR®JECT#
1703.00
MODEI4
"1542"
GARAGE SWING:
RIGHT
]PAGE:
ELEVATION
77 B 27
FRONT &
REAR
ARCHITECT:
STATE OF FLORIDA
r
�L•C 2 , , r -�- --l'
JAME [NTINELL
A N®12079
DA 12/23/09
SCA: 1/4"=l'—o"
SFIEET
®r
3 -)
0
10
O' -O" FIN. FLR-
OPT. COV.
0'_0" FIN.
RIG4T SIM.
PORCH
&'-8" FRCS. HGT.
0'-0" FIN. FI--R-r4
1�
5 01=F RIDGE VENT
Rluf-"HT ELEVATION
TEXTURED FIN15H
1 I _ •/J� II
21-411
OFF RIDGE \/ENT
TEXTURED FIN15H
1' -OI'-
�1 - 21_4'
Ilk 0I-0" FIN. FLR.
J
-F--
ELEVATION
S' -S" 5f;PG. HGT.
o' -o" FIN. FLR.
ARCHITECTS
Design
Gurofrnc.
144. N. RONALD REAGANBLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www,abdesigngroup.com
AA #: 0003325
S`UDDIV. & LOT:
TUSCA
SOUTH
-LOT X30
]PROJECT#
1`03.00
MO]DEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
ELEVATION
>> B,)
LEFT &
RIGHT
ARCHITECT:
MATE OF FLORIDA
DATE: 12/23/09
SCALE: 1/4"-1'-0"
SEEET
11-Bolplo
HEADER . PAN CHART
CONNECTOR SCHEDULE
5'-0" TO
SIMPSON
STORY APPLICATION
DES.
UPLIFT
GRAVITY FASTNFR
>-
META -I6
1450
(1) 10d x 1 1/2 1 -PLY/ (6) Ibd 2 -PLY
`Y
Z
(a) META -16
1985
(10) 100 x 1 12 I -PLY
Q
Moo
(14) Ibd 2 -PLY
(/)
a
HETA-16
1810
(9) Trod x 1 1/2 I -PLY/ (e) 16d 2 -PLY
s
HETA-20
11310
(9) IOd x 1 1/2 I -PLY/ (a) 16d 2 -PLY
(2) HETA-20
2035
(10) 10d x 1 12 I -PLY
2500
(12) 16d 2 -PLY
MGT +
3965
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM3ED), (22) lOd TO WOOD
HGT-2 +
10980
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD
HGT-3 +
10530
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) lod TO WOOD
L7A1
1420
(12) 10d x I -l2'
VGT
4940
(1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 6D6 1/4' X 3' TO WOOD
(2)VGT (2-PLT/3-PLT)
7185/8890
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' FMBFID), (32) SDS 1/4' X 3' TO WOOD
MT6-12
1000
(14) lod x 1 12
HTS -I6
1150
(16) 10d x 1 12
HT6-20
1458
(24) 10d x 1 12
LSTA-12 ++
925
(10) lod
L5TA-15 ++
1235
(14) lod
V)
META -la ++
1315
(14) IOd
a
.Q
META -24 ++
1640
(18) loci
f -y
M5TA-3(2 ++
2050
(26) loci
V)
M6TI-36
3800
(36) loci x 1 12
MBTI-40
5065
(413) IOd x 1 12
H6
950
(a) ad TO PLATES, (a) ad To STUDS
5P4
885
(6) 106 x 1 1/2' TO STUDS
A33
150
(4) I0d TO BEAM (4) IOd TO POST.
HCP2
645
(6) lod x 1-12'
H10
995
!16) ad x 1-12
ABU 44
2200
6665 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED.) IN CONC. (12) I(od TO WOOD
V)
ABU 66
2300
12000 (1) 5/8' A.T.R. IN HIGH 5TRFNGTH EPDXY, (MIN. 1' EN13ED.) IN CONC, (12)16d TO WOOD
tY
LTT19 +++
1340
(1) 3/4' A.T.R. IN HIGH 57RENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (8)1od To WOOD
0
LTT205 +++
1625
(1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (2) ' DOLT TO WOOD
V
ZHTT-16
+++
3955
(1) 5/a' A.T.R. IN HIGH 5Tfw,ENGTH EPDXY, (MIN. 1' EMBED.) IN CoNG, lls)16d X 2 12 To WOOD
HTT-22 +++
4165
(1) 5/8' A.T.R. IN HIGH STRE=NGTH EPDXY, (MIN. Z' EMBED.) IN GONG, (32)16d TO WOOD
HHDOII-606 2.5+
11,445
(11) V A..r551- IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (245D5 a' x 2,15' WOOD
HDI
6480
(1) -1/5' A.3. IN HIGH STRENGTH EPDXY, (MIN. 'T' ENDED.) IN GONG., (3)Ya' STUD BOLTS TO WOOD
M5HA 3.56/1125
34-15
5330 (1) 3/4' A.T_R. IN HIGH 5TRENC-fTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M" u. TOP,
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE,
(18)I0d TO DEAN
(n
Ld
W
HUBC412 (WOOD)
3240
2510 (FLOG (10) 16d TO HEADER, (10) 16d TO WOOD
3140 (ROOF)
(D
HUC-410 (CMU)
1510
5085 16-1/4'x 2-3/4' TITEN ( 9 PER FLANGE) TO CMU (10) lod To WOOD
Z
Q
1E
HIGH STRENGTH EPDXY - SIMPSON '5ET EPDXY-TIE'. CONTACT THE ARC-HITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL
PRIOR TO 5U35TITUTING FOR SIMILAR EPDXY PRODUCTS.
+ WHERE ANCHOR FMBFDM£NT IS GREATER THAN 1' DEFP, THE v£RTICA!_ CELL IN r -M -U. WALL MUST FsF FILLFD SOLID w/ GROUT.
++ IOd COMMON NAILS CAN BE SUB6TITUTED WITH Trod x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE
LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION.
W
F--
+++ MINIMUM EMDEDMENT INTO THE TOP OF A BON013EAM WILL 13F 5', MINIMUM FMf5FDMFNT INTO THE FOUNDATION WILL BE 1'
0
A.T.R. - A-301 ALL THREAD ROD (51ZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
Z
BECAU6E OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR
MUST BE RE5PONSIDLE FOR MAKING 5URE THAT THE PROPER CORROSION PROTECTION 18 U8ED.
WHEN USING 5TAINLE66 STEEL CONNECTOR6, U8E STAINLE36 STEEL FABTENERB. WHEN U51NG ZNAX / HDG GALVANIZED CONNECTORS,
USE FASTENERS GALVANIZED PER A51M-A153
USE OF EXPANSION ANCHORS WILL BF EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAvE WRITTEN APPROYAL FROM THE
ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BAKED ON 51MP6ON 'WOOD CONSTRUCTION CONNECTORS G-2009', 'HIGH WIND-RE616TANT CONSTRUCTION
C-HW05-R', 'r-ANCHoR5PECo1, AND ANCHORING 4 FASTENING 5Y5TEM5 FOR CONCRETE 4 MASONRY CATALOG C-2009.
HEADER . PAN CHART
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
SINGLE
STORY APPLICATION
4'-I1 1/2'
-1'-ll 1/2"
AND UP
SIZE
CLEAR SPAN
DBL 2
DBL 2
DBL 2
DBL 2
x io
x 0
x 10
x 12
UP TO 5'-4"
5'-4" TO -1'-0"
1'-0" TO 10"-0"
10'-0" AND OVER
TWO STORY AFFL I CATION pOWN STAIRS
3
NUMBER OF FULL LENGTH STUDS
SIZE
CLEAR SPAN
DBL 2
DBL 2
DBL 2
PBL 2
x 6
x 5
x 10
x 12
UP TO 5'-0"
5'-0" TO 01-4"
6'-4" TO 5"-0"
3'-O" AND OVER
MINIMUM WALL AND HEADER
STUD RE UIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
5'-0"
U.N.O.
4'-I1 1/2'
-1'-ll 1/2"
AND UP
NUMBER OF HEADER 5TUD5
SUPPOIRTINC:T END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
2 x 12
(#2 SYP)
-1/16" OSB
NAIL (3) 12d v ro"-5" O.G.
TYYP. 2x12 13M./HDR.
FRAMINC3 NOTES:
1_ HURRICANE STRAPS TO E3E MANUFACTURED DY
5I1„1PSON STRONCr-TIE OR EQUAL, U.N.O.
2. TYFICAL HURRICANE STRAPS ARE AS FOLLOWS/
U.N.O:
* TRUSS TO MASONRY/CONCRETE 5HALL 5E
META -1G
* FLOOR JOIST TO MASONRY/CONCRETE SHALL DE
HETA-16 AT EACH END AND 32" ON
CENTER ON JOISTS PARALLEL TO WALL.
* TRU55 TO WOOD FRAMING SHALL. F�E MT5-12
3.TRUSS TO TRUSS CONNECTIONS AND HANGERS
SHALL BE DESIGNED AND SUPPLIED 5Y TRUSS
MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND
5E -AL -ED DRAWiNG5 FOR LOCATIONS, PROFILE, AND
SIZE OF ROOF/FLOOR TRUSSES_
5. HEADER SPAN CHART 4 MINIMUM WALL $ HEADER
STUD REca ARE STANDARE) U_N.O ON FR.AMINC-i
F=LAN
ro. MIN. 2X4 HIP CUT F3LOCKING SECURED W/3-106
C-iUN NAILS OR 3-12d HAND pRIVES �w EA_ ENp_ CUT
PITCH 4 5EVEL TO FIT TIC:iHT TO TRUSS AS PER
APA REQUIREMENTS.
2X10 BM TO 6X6 POST
(2) MSTA-24
POST TO SLAB
A»I I-/
HUC410 _<{
U)/5 -3/6"X2" �
�TAPCONS (4
PER FLANGE)
(1 COV.
!�vV L HUC410
L1/5 -3/6"X2"
TAF -CONS (4 )
PER FLANGE)
PC�1RC1[S
(2) META -16
I �1 b/ I lY
(4 PER EA.
FLANGE)
25" OVER
NANO @ LGD
TRUOO_'�'�1 FRAMING PLAN
(2) META -16
SOUTHERN TRUSS 03/26/09
A R C H I T E C TS
Design
Group Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT.*
TUSCA
SOUTH
LOT X30
PROJEC` #
1'03.00
MODEL*-.
"142>>
GARAGE SW11'G:
RIGHT
PAGE:
FRAMING
-P
RAMINGI-
1PLAN
]ELEVATION
"A" & "B"
ARCHITECT:
STATE CSE FLORIDA
D -G 2 3,1000
JAMES
AR1
DATE: 12/23/09
SCALE: 1/41f-1'-0"
SHEET
5 Alter
ELECTRICAL LEGEND
5YMB0L
DEFINITION
NOTES
(b
125V OUTLET
20 AMp
1504, MAIN
110V OUTLET
3W
LOAD INFORMATION
CB
I/2 OF OUTLET
WIRE
VA
110V OUTLET
WIREp TO
20/1
1
12
SWITCH
REFRIGERATOR
20/1
EQUIPEP WITH
ciROUNP FAU[.r
12
dr:rFi
11OV OUTLET
INTERUPTER
20/1
3
12
(TAMPER RE515TANT
D 15P05AL
20/1
4 WIRE
12
500
220V OUTLET
CONNECTION
WP
EXTERf OR
GROUND FAULT
GFI
WATERPROOF
INTIERRUPTER
30/2
OUTLET
10
500
SWITCH
60/2
SWITCH
3 -WAY OPER.
' 4
SWITCH
4 -WAY OPER.
30/2
WALL
10
4500
MOUNTED
20/1
LIGHT
12
ww
1
M
CEILING LIGHT
20/1
1
VAPOR
4614
`oJVP
PROOF
50/2
23:25
L IGHT
8500
1
RECESSED
40/2
24:26 1
CAN
14060
V ENT. FAN
1 GF PER
41,514
SERVICE LOAD 5UMMARY
VA LE /G LO75
.
5Q. FT,
DEMAND
VENT. FAN
1 CFM PER
W/LIGHT
50. FT.
2' LIGHT STRIP
REMAINDER PER NEC -220-30 (8) ;:70
N AT EUME COMERESSOE 100%
4' LIGHT STRIP
TOTAL
VOLT
LOAD
240
4' RECE55EP
2-BUL15 WRAP
FLUORESCENT
LIGHT
AROUND
=
2' FLUORE5CENT
_ - -
4' FLUORE6GENT
4' TRACK LICzHT
®
PANEL
METER
SMOKE
BATT. BACK-UP
OS.D.
DETECTOR
W/ IN F=R-
WAILL
BATT. BACK-UP
MOUNTE=D
W/ HARDWIRE
5.D
SMOKE
INTER -
DETECTOR
GONNEGTED
BATT. BACK-UP
(�
GARCON
W/ HARDWIRE
INTER-
`<�'S/GO
5MOKE QFTECTOR
HALL FSE A
COl'1C30
DISTANCE of NOT
LESS THFN 4'
FROM WALL
PENDANT
LIGHT
TELEPHONE
®
JACK
WATER HEAT.
u
DISCONNECT
AIR COND.
A/C
DISCONNECT
TELEv151ON
TV.
JACK
REQUIRED To
BE 5UPPORTED
J
O
J -BOX
IN ACCORDANCE
W/ BOX MARKED
A5 SUCH FOR
INSPECTION
CEILING
FAN/LIGHT
CEILING O
REQUIRED TO
EsF SUPPORTED
IN ACCORDANCE
W/ BOX MARKED
A5 SUCH FOR
INSPECTION
FLOOD
LIGHT
OPTIONAL
H
5EGURITY
KEYPAD
s
PUSH-
FOR
PB.
i3UTTON
CHIMES
NoTEs:
LOCATION OF TV JACKS a PHONE OUTLETS
4 FANS TO 5E VERIFIED 0 HOMEOWNER
PRE -CONSTRUCTION MEETING.
r ALL RECEPTACLES IN ALL HA5ITABLE
ROOMS TO E3E ARG FAULT PROTECTED
PER NEC 210.12(b)
20 AMP DEDICATED LAUNDRY CIRCUIT.
R GFI to ISLAND (NOT ON KITCHEN CIRCUIT)
DISHWASHER D15CONNECT TO BE
LOCKOUT IN PANEL
o BATHROOM EXAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT.(FBC
2001,RE5IDENTIAL CODE TABLE M1E,063)
LAUNDRY ROOM RECEPTACLE SHALL 5E
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL. ON FEEDERS
R WIRING METHOD SHALL 5E NON METALLIC
GABLE AS N.E.C. 2008 ARTICLE 300.(5) (2)
ALL RECEPTACLES TO BE TAMPER-
RESISTANT TYPE
OWNERS
SUITE
CE IL. ING MTD.
LIGHT TO E3E
INSTALLED, —
PROVIDE J -BOX
FOR OPT. FAN
S.D.
0
BATH
0
WPf
PATIO
CEILING MTD.
L IGHT TO BE
FAMILY INSTALLED,
ROOM PROVIDE J -BOX
FOR OPT. FAN
I �
R
I �
( i I
W.I.C. I r
T �_ FOYER
LIVING ROOM/I jI I L- J 1 ��
DINING ROOM I / II / [ -
� LAUN.
I _ _
•\.L - - - _ _ J Ls 1
/\\ F — - -I -- -
CEILING MTD. BRKFST 1 (W F/GOND
i
LIGHT TO BE r�F[:1
INSTALLED, I— — — — —
PROVIDE J-PDX P
1 .B. 1=0R PANEL M GFI� A/
FOR OPT. FANCHIMES P-5. FOR 42 "A.F.F.
\ GARAGE 2" STEEL
�\ DOOR F------\\ POE A FIELD
\ I -- 1 B LL RD
\\ WALL MOUNTED - - - J 36"X48" A/C LOC.
\\ LIGHT W/SWITCH IN 30FA.RF
\ ATTIC �^(,
KEYLESS
FIXTURE
\I
1 CLC.
OUTLET ��p1
1
GARAGE
I
I
— — — —
-------
— — — — — — — — — — — — — — — — — — — — �
1
OPT.
CARRIAGE CARRIAGE
L IGHT 4 L IGHT &
SWITCH SWITCH
GFI
a KITCHEN 1 Lu
rzFlI
I � z
\I
BDRM. 3
/ CEILING MTD.
LICxHT TO BE
/ INSTALLED,
PROVIDE J -BOX
I FOR OPT. FAN
® BATH # 2
I /co
II
T
Czf I
I F- I-1
5D.vt
O
11
CEILING MTD.
LIGHT TO 13E
BDRM. 2 INSTALLED,
PROVIDE J-15OX
FOR OPT. FAN
ELEu*`TRlu"AL PLAN
NOTE:
ALL I5RANCH CIRCUITS IN THE BEDROOMS ARE
TO BE PROTECTED BY AN ARC -FAULT
INTERRUPTER LISTED TO PROVIDE
PROTECTION OF ENTIRE BRANCH CIRCUIT
1 1/2"
2" V.T.R.I�
I-- SHWR
2
_2 1 1/2 "-
MAIN
PLUMBING RISER DIAGRAM
- - - - - - - - - - -
I
5/CO
i
/ 1
CEILING MTD.
BDRM. 4 LIGHT TO BE R
INSTALLED,
PROVIDE J -BOX
FOR OPT. FAN
(:DOPT. BEDROOM #4
OPT. OWNER 9 S
-2 "
PANEL.:
UNIT 1,542
1504, MAIN
LUG, 120/24OV, 1 -PHASE,
3W
LOAD INFORMATION
CB
CKT.
WIRE
VA
LAUNE)RY/ WASHER
20/1
1
12
1500
REFRIGERATOR
20/1
2
12
1200
DISHWASHER
20/1
3
12
1200
D 15P05AL
20/1
4
12
500
MICROWAVE/ HOOP
20/1
5
12
1500
PRYER
30/2
6:5
10
500
RANGE
60/2
-1:9
6
120001
WATER HEATER
30/2
10:12
10
4500
SMALL APPLIANCES CIRCUITS
20/1
11,13
12
300
I538 50. FT. LIGHTNING/ RECEPT 3 WATTS
20/1
14 THRU 22
12
4614
A/C AIR HANDLER
50/2
23:25
6
8500
A/C CONDENSER
40/2
24:26 1
10
14060
TOTAL CONNECT!=D VA
41,514
SERVICE LOAD 5UMMARY
VA LE /G LO75
DEMAND
-
0 000OO
io
1000 0
10,00
4,060
5,525
REMAINDER PER NEC -220-30 (8) ;:70
N AT EUME COMERESSOE 100%
HEAT EUME SUFFLEMENTAL LEC HEAT r'95%,
TOTAL
VOLT
LOAD
240
VA 29,59
AMPS 123
NOTE: ALL BREAKERS SERVING 15EDROOM
RECEPTACLES SHALL BE ARC -FAULT TT -FE PER
NEC 210-12 REOUIREMENT5.
POWER COMPANY
P1=DI=STAL %
'SERVICE 15Y
OTHERS
J
J
ELEECTICAL RISE
GRADE LI
SCALE: NT5
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL
ELEG. CODE, LOCAL CODE5, AND THE LOCAL POWER GO.
NEMA 3R
e
150
AMP.
(2) # 4/0 XHHW ALUMINUM CONDUCTORS
(1) # 2/0 XHHW ALUMINUM NEUTRAL.
(1) M 4 XHHW ALUMINUM EQUIP.GRD
COMBO
DISCONNECT
AND
METER CAN
150 AMP
120/240 VOLT
42 CIRCUITS
MLO
INTERSYSTEM BOND INC
TERMINAL AT LOW
VOLTAGE CONNECTIONS
PHONE / DATA
WEATHER
PROOF E30X
CABLE / TV
WEATHER
PROOF E30X
(1) # 4 THHN/THWN COPPER SERVICE
GROUND CONNECTED TO CONCRETE
ENCASED FOOTER STEEL PER NEC
2008 250.52(3).
5/8"DIA X aFT LONG COPPER GROUND ROD
A R C H 1 T EC TS
Design
Guropr�nc.
1 441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
-SiUBDI . & WT:
rI"USCA
SOUTH
LOrI' X30
PROJECT#
1703.00
M®D33:311:
"15-2"
GARAGE S`i IXG:
RIGHT
PAGE:
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
i CANTWELL
NO 12070
DA'C'E: 12/23/09
SCALIE: 1/4„_!P_Q$f l
SHEET
O or
O
(1)'5 REBAR VERTICALLY W/ CONC.
URED FIN15H
POUR CELL TEXTURED FINISH R -INSULATION MIN.
R-11 INSULATION MIN
R-42 INSULATfON-� 6TUD6 16' OAC. MAX
_ STUDS 16' O.G. MAX
I-Nf/2' GYP. WL. BD. 1/2' GYP. WL. BD.
_L TEXTURED FINISH SECURE BT. PLATE TO BILK W/ �' SECURE BT. PLATE TO SLAB W/ �' ! WOOD BAS %" WOOD BASE
a' CMU ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2" WASHER SET IN SECURE BT. PLATE TO SLAB W/ 106 w u1 r
0 - GUT NAILS/ MASONRY NAIL �+ 32' U.G. C l SECURE BT. PLATE TO BLK W/ }' p S]=CURE EST. PLATE TO BLK W/
SIMPSON HIGH STRENGTH EPDXY 7' 61MP60N HIGH 5TREh1GTH EPDXY T' 1 ` z
1/2' GYP. WL BD. MAX 0U/ ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN
EMBED. MIN. * 32' OC MAX EMBED. MIN. a 32' OC MAX.
SIMPSON HIGH STRENGTH EPDXY 7' Q 51MP60N HIGH STRENGTH EPDXY l'
WOOD BASE <_ EMBED. MIN. 1w 32' OG MAX. p EMBED. MIA. A 32' OC MAX.
- �- _
Nei
1 M M
4.
4 ?d• 4' cONc, REINF. IJi 6'x6' "Ira uAUM OR " • 4" GONG., REINF. W/ 6'x6' "Im uAu1 OR • -n 4' GONG., REINF. W/ 6'x6' +gym WUM OR 4' CONI, REINF. W/ b'x6' "Im ILIU1 OR a 4 a 4' GONG, RE INF. W/ 6"xS' '10 ULM OR
c0K-4
4' CONC„ RE INF. W/ 6'x6' •1m ULM OR •� � iA 4 a � N
_ FIBEI�MESN Oh! 6 -MIL POLY FIBER"IESN UN 6 -MIL POLY FIBEt�"IE6H ON 6 -MIL POLY FIpER`1ESH ON 6 -MIL POLY FIBERMESN ON 6 -MIL POLY
FIBERMESN ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON ETHYLENE VAPOR BARRIER ON ETHYL VAPOR BARRIER ON z ETHYLENE VAPOR BARRIER ON ., ' ETHYI-EN£ VAPOR BARRIER ON ° ETHY!_ENE vAPOR BARRIER ON
WELL -COMPACTED CLEAN TER 117E F > WELL -COMPACTED CLEAN TERMITE p WELL -COMPACTED CLEAN TERMITE p) WELL -COMPACTED CLEAN TERMITE WELL -COMPACTED CLEAN TERMITE < WELL -COMPACTED CLEAN TERMITE
TREATED FILL �� TREATED FILL U TREATED FILL `U TREATED FILL TREATED FILL TEATED FILL
4' S' 4" I'-0" 4' 4" B'4"l3) "5 REBAR ON CHAIRS (3) #5 REBAR ON CHAIRS
I._4, () #5 R)=BAR ON CHAIRS ''-4"(2) �v REBAR ON CHAIRS y } 4" S" 4" in 0 4'"6"4'(2) 45 REBAR ON CHAIRS in U 1, 4° (2) "5 REBAR ON CHAIRS U 1'-B'
1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING 1 -STORY FOOTING 1 -STORY FOOTING 2 -STORY FOOTING
1 W BLOCK WALL AT L.B.W. W UPLIFT AT L.B.W. B AT L.B.W. W NO -UPLIFT W FRAME WALL 3A W/ FRAME WALL
SCALE: I/2'=1' -O' SCALE: 1/2'.1'-0' SCAT. I/2' = I' -(d' SCALE: 1/2' • I'-0' SCALE: 1/2'-P-0' SCALE: 1/2'4-0'
(1) "5 RE15AR VERTICALLY W/ CONC.
a = = POUR CELL- - (U S REBAR VERTICALLY
W/ cmcPOUR CELL
I = _ a' CMU
STUDS 16' O.G. MAX Z = _� = CURB HEIGHT VARIES
4' CONC, IRE INF. W/ 6'x6' ? 8' CMu _
"IO/Im WiN OR FIBERMESH ON S I/2' 9 HEAD OF GARAGE 5 I/2' HEAD OF GARAGE E U- Lu = Vz
= 0.Lu h'6 -MIL POLY ETHYLENE VAPOR VAKES WITH SLOPE VARIES WITH SLOPE - d 4' CONC,, REINF. W/ 6'x6' "10 W.LM OR
T3ARRIER ON WELL -COMPACTED MBER'1E5H ON 6 -MIL POLY
a'CLEAN TERMITE TREATED FILL SECURE BT. PLATE TO BLAB W/ �' SECURE ST. PLATE TO SLAG W/ }' ` E - i a ETHYLENE VAPOR BARRIER ON
ANCHOR BOLT W/ 2' WASHER SET IN ANCHOR BOLT W/ 2' WASHER SET IN Al(1)'5 REBAR ON CHAIRS w SIMPSON HIGH STRENGTH EPDXY -I' SIMPSON HIGH STRENGTH EPDXY 1' EXTENDED SLAB I I/2' CURES HEIGHT VARIES _ _ CURB HEIGHT VARIER ro = WELL-COMPACTEp CLEAN TERMITE
�K
EMBED. MIN. a 32' UC MAX. EMBED. MIN +a 32' oC MAX.1/2' RECE66 FOR SERVICE DR TREATED FILL
y
4 THICKEN EDGE w U W
0. u
z- # c >z00,
• • • i.. • • U (3) 05 REBAR ON CHAIRS
/ 4' GONG, REINF. W/ 6'x6' 0I0 ULM OR 4' GGNC., REINF- W/ 6'x6' "I(D WWM OR ip 4' GONG., REINF. W/ 6'x6' "Im WJ1 OR ro d , 4' GONG-, REINF. W/ 6'x6' ilD LLAWK OR
FIBER IESI { ON 6 -MIL POLYFIBFF2MESH ON 6 -MIL POLY FIBERl1E6H ON 6 -MIL POLY FIBERMESH ON 6 -MIL POLY
— s _ 0. ETHYLENE VAPOR BARRIER ON 0. ETHYLENE VAPOR BARRIER ON a °,' ETHYLENE VAPOR BARRIER ON - ETHYLENE VAPOR BARRIER ON b s
\ 4' C 4 E T WELL CLEAN TERMITE E WELL -COMPACTED CLEAN TERMITE - • WELL -COMPACTED CLEAN TERMITE ,; • WELL -COMPACTED GLEAN TERMITE
1 -7U 4' I' 4' 4" 0 4" 6' a6' 4" 4 - (4AREBAR ON CHAIFcS - 1i (2) "5 REBAR ON CHAIF� L 4° 6° 6
TREATED FILL n p TREATED FILL TREATED FILL (C
CONC-, REINF. W/ 6"xb' +10 Wal oR z IK L 4' a' 4' c 6 (K E tl 4'
I�' FIBERMESH ON 6 -MIL POLY (2) "5 REBAR ON CHAIRS (3) 05 MBAR ON CHAIRS E i i Q —
4' ETHYLENE VAPOR BARRIER ON m 13
ill I -4
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP SLAB AT GARAGE 1 -STORY FOOTING 2 -STORY FOOTING
l NON-BEARING 1 -STORY L. B. W. A9C V 2 -STORY L.B.W. SERVICE DOOR 8 AT GARAGE A AT GARAGE ALE: 9G LE:I/2'= 0 SCALE: 1/2"=1'-0' LE: /2 = -0SCALE:� • -0' SCAL.�:
(1) "5 REBAR VERTICALLY W/ CONC.
POUR CELL
_ I = R-42 INSULATION
TEXTURED FINISH
IL u1 8' GI tU
REGE66 FOR iv = I/Z' GYP. WL- BP.
't P-0' GARAGE DOOR WOOD BASE
GRADE
A
d 4 6' 1' RECESS FOR 4" GONG., REINF. W/ 6'x6' "Im W11JM OR E
t�l
4' GONG., REINF. W/ 6'x6' 010 WWM OR 6�ZD. TRACK LL COMPACTED GLEAN TERMITE rPERME5H ON &-MIL POLY • d a FI GONG, REINF. W/ 6'x6' 0I0 WU 1 OR
• d ° •d • FIBERMESH ON 6 -MIL POLY FIBERI 1ESH ON 6 -MIL POLY
FINISH FLOOR 1'_0' ETHYLENE VAPOR BARRIER ON
JL ETHYLENE VAPOR BARRIER ON d ,' ETHYLENE VAPOR BARRIER ON
�? WELL -COMPACTED CLEAN TERMITE 4: TREATED FILL. ° WELL -COMPACTED GLEAN TERMITE
O 4' a" a" 4" TREATED FILL > a d a a.•. d 4' ED F LL
(U "v REBAR ON CHAIRS' (3RJE"5TREBAR ON CHAIRS
REBAR ON CHAIRS , "' 4' a
4' 6 6 4
2 -STORY FOOTING
((�� CONCRETE PAD rl SL AB AT S. G. D. GARAGE DOOR FOOTING NOT USED W/ BLOCK WALL NOrI' USED
SCALE: 1P1'=I'_m' 1 V ec - I'=1'-0' 11 BCALE: I/2'=1' -m' 1 �� SCALE: 1/2"4-0' 14
POURED LINTEL CONT. (TYP.)
®.: a' GMU FILLED G LL (TYP.)
—2X WALL FRAMIW-5
ANCHOR BOLTS or (4)NX7'
J -1501 -TS MIN. 5' EMBEDMENT W/ 2'X2'XI/3'
WASHER AND NUT SPACED EVENLY FROM
FLOOR TO BOND BEAM. SET IN JOINTS
PRIOK TO FILLING. (SLEEVED ANCHOR IN
SOLID POUR ACCEPTABLE RETROFIT)
EXT. /INT. FRAME WALL TO
15 BLOCK WALL CONNECTION
SCALE: I/a'.1'-0'
(1) "5 REBAR SET IN SIMPSON HIGH
STRENGTH EPDXY T' FNBFD. MIN.
- 4' GONG, REINF. W/ 6'x6' •10 WWM OR
4 FIBERMESH ON 6 -MIL POLY
ETHYLENE VAPOR BARRIER ON
WELL -COMPACTED CLEAN TERMITE
TREATED FILL
TYP. RETROFIT F O R
AOMITTED DOWELS SCALE:1/2'=1'-0'
CAULK AND SEAL
7 _
GAS LINE
I }' PYG SLEEVE FOR GAS LINE
a' CMU
cv �I/2' DRYWALL
WOOD BASE
a d 4•
4i
1 C,AS L INE TIIRU BLUCK
SCALE: I'.I'_®•
(2) "5 REBAR a 1-6TORY
(3)15 RI=BAR c 2-5TORY
OUTSIDE REBAR TO BE
CONTINUOUS
TIE VERTICAL f;4_ -BAR
TO HORIZATIONAL
REBAR W/ a' HOOK
GROUTED BOND BEAM
Ya
d
IL '1 CLEANOUT REQUIRED
.— I FOR INSPECTION
r
0'-0' FIN. FLR
4 y TIE VERTICAL REHAR
TO HORIZATIONAL
4 REBAR W/ a' HOOK
L
d° n,
(2) "5 REBAR ON CHAIRS
2 -STORY
�l
(3) "5 REBAR ON CHAIRS
E
in u
(1) 5 REBAR VERTICALLY W/ CONC.
I d
I -STORY
(aJ 05 REBAR ON CHAIRS
POUR CELL
i}
in u
R-42 IN6ULATION
a' CMU
- -
1/2' GYP. WL. SO.
Z
WOOD SASE
Q 1u
4' cONc., REINF. W/ 6'x6' "Im WuM OR
z
FIBERMESH ON 6 -MIL POLY
_ -
ETHYLENE VAPOR BARRIER ON
PIPE THROUGH
WELL -COMPACTED CLEAN TERMITE
0 I
TREATED FILL
1_ -STORY FOOTING
(1) "5 VERT. DOWEL
d
Y °
LJ LAPPED W/ BOND BEAM
-
— 6' PVC CHASE THKU FOOTiW-i
(1) "5 REBAR AT COMERS
s
BREBAR
SCALE: I!1'=1'-0'
r W/ 25' LAP MIN.
a �.
TIE VERTICAL f;4_ -BAR
TO HORIZATIONAL
REBAR W/ a' HOOK
GROUTED BOND BEAM
Ya
d
IL '1 CLEANOUT REQUIRED
.— I FOR INSPECTION
r
0'-0' FIN. FLR
4 y TIE VERTICAL REHAR
TO HORIZATIONAL
4 REBAR W/ a' HOOK
L
GROUTED BOND BEAM
VARIES PER ELEv-
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ a' HOOK
VARIES PER ELEV.
' —GROUTED BOND BEAM
4
4 4
I d I 4
CLEANOUT REQUIRED
r FOR INSPECTION
d I
iv
0'-0' FIN. FLR
TIE VERTICAL RFOAR
9: 'TO HORIZATIONAL
' REBAR W/ a' HOOK
a. a
ij
in O
HORIZONTAL/VERTICAL
REINFORCING AT
T)REARI NG CHANGE
9GALE: 1/2'
A R C H I T 1E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngro'up.com
AA #: 0003325
SUBDiv & L.OT:
TUSCA
S0'UUrl'H
LOT X30
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
MONOLITH!
C
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
3 '�hj
DATA: 12/23/09
SCALA': 1/4 1,_0I,
SHEET
d° n,
�l
E
in u
I
I d
I -STORY
(aJ 05 REBAR ON CHAIRS
i}
in u
d a
I4 ,,,111«<
(3JS'5 REBAR ON CHAIRS
Z' -I' MIN. LAP
PIPE THROUGH
TYP. REBAR LAP
1_ -STORY FOOTING
HORIZONTAL/VERTICAL
LAP AT FOOTING
AT LINTEL CORNERS
r� W BLOCK WALL
�{ REINFORCING
E
BREBAR
SCALE: I!1'=1'-0'
C SCALE: 1R'=1'-0'
1J 9GALE: I/2'=I'-B'
SCALE: IR'=1'-0'
ALS X'2' 1E?.I0 f?. I4__'0 0'_= YZ
AT SLAIE3'S
TO IB :E M 1 12 " jB T-, 0' -
C37l�T]D TS�U_U �_D SOIL,
GROUTED BOND BEAM
VARIES PER ELEv-
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ a' HOOK
VARIES PER ELEV.
' —GROUTED BOND BEAM
4
4 4
I d I 4
CLEANOUT REQUIRED
r FOR INSPECTION
d I
iv
0'-0' FIN. FLR
TIE VERTICAL RFOAR
9: 'TO HORIZATIONAL
' REBAR W/ a' HOOK
a. a
ij
in O
HORIZONTAL/VERTICAL
REINFORCING AT
T)REARI NG CHANGE
9GALE: 1/2'
A R C H I T 1E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngro'up.com
AA #: 0003325
SUBDiv & L.OT:
TUSCA
S0'UUrl'H
LOT X30
PROJECT#
1703.00
MODEL:
"1542"
GARAGE SWING:
RIGHT
PAGE:
MONOLITH!
C
FOUNDATION
DETAILS/
SECTIONS
ARCHITECT:
STATE OF FLORIDA
3 '�hj
DATA: 12/23/09
SCALA': 1/4 1,_0I,
SHEET
PANEL. ANCHOR
SEALANT
SEALANT
E0E.E
3/8 -EXPANSION STRIP
FREE OF MORTAR
PANE=L_ ANCHOR
1/4" EXP. DOLT
TWO PER ANCHOR
WALL FRAME SHOWN HERE
FOR ILLUSTRATIVE PURPOSES
ONLY. WALL_ FRAMING CAN PE
CONCRETE, MASONRY, WOOD
STEEL OR ANY OTHER
STRUCTURAL SURROUND
PANEL ANCHOR STYLE CONSTRUCTION
SECURE 2x6 MIN. TO BLK W/ (2),�'
ANCHOR BOLT W/ 2' WASHER SET
IN 5IMP50N HIGH STRENGTH
EPDXY 4' EMBED.
I I I
Cl
SECURE 2x4 ON
FLAT TO BLK
W/ CUT NAILS.
"' SIDES:
2X6 GARAGE DOOR BUCK W/ (3)
Y"Xo" J-50LT6 4" EMBEDMENT MIN_
W/ 2'X2'XYa WASHER AND NUT
SPACED EVENLY FROM FLOOR TO
GARAGE DOOR HDR IN JOINTS
PRIOR TO FILLING.
1-2X6 PT BLOCK tv CENTER OF
DOOR HEADEiR W/(1)Yz'XV J -501-T5
4' EMBEDMENT W/ 2'X2 "X%'a' WASHER
ANP NUT
0
GARAGE DOOR
3 BUCK ATTACHMENT
SCALE: 1/2'=I'-0"
8 NOT USED __
m❑
Eal
CJ
LINTEL PLATE
- 3/a" EXPANSION STRIP FREE OF MORTAR
LINTEL
SEALANT TO PE MIN.
1/2" PEEP
SEE NOTE
--EXPANSION STRIP
`--PANEL ANCHOR
GLASS BLOCK
NOTE: TH15 DIMEN51ON 15
DETERMINED BY THE ANTICIPATED
DEFLECTION OF TE STRUCTURAL_
MEMBER ABOVE THE GLASS BLOCK.
PANEL REINFORCING e EVERY OTHER
BED JOINT MUST EXTEND THE
ENTIRE LEN(:::TH OF THE PANEL- BUT
NOT ACROSS )=XPAN510N JOINTS
GL.A55 E3L-OCK
POSITION (2)1-1/4' 5-4
HEX WASHER HEAD WITH
ANTI -CORROSIVE COATINCx
TIGHT TO PEND OF ANCHOR
AND END OF SLOTTED HOLE
TYPE 5 OR N MORTAR
1/4" MIN. 1/2" MAX.
PANEL_ REINFORCING
MORTAR
/ASPHALT 1=MUL5ION a�
1-3/4" X 20 GAUGE X 24" LONG
GALVANIZED STEEL ANCHOR
PANEL ANCHOR DETAIL
2X4 SECURED TO
GABLE END
W/(2)12d,sEA. UPRIGHT
2X4 SECURED TO
GABLE ENG W/(2)12d
6' - a' O.G.
L-30 lw
GABLE r BLOCKING
TRU55 2x4 BLOCKING
6 EA. RAFTER
L-30 EA.
RAFTER
✓— H2.5 EA.
RAFTER
2x4 RAFTER
m 24' O.C.
2x4
FRAMING
(TYP)
4 FRAMEDNOVERHANG
2X4 DDL TOP PLATE
\� 2x4 METAL STUD
24" O.C.
1/2" DRY WALL
�— 2X4 16' O.C. MAX
2X4 PT.
BT. PATE
1/2' A.B W/
MIN. i' EMBEDMENT
2' DIA. WASHER
32' D.G. MAX
*5 RE13AR CONT.
0 WOOD FRAME TO BLK.
'GALE: 0'
SPARK ARREST
PER MANUFACTURER
IX2 PT. TOP OF BOX
DBL. TDP PLATE —
2X4 STUD
TEXTURED FINISH oVER-
PAPER BACK EXP. MET.
LATH. W/ ON O.5.B.
SHEATHING OR �' COX
PLYWOOD
PRE. ENCz. TRUSS
1 A PLAN VIEW
SCALE. 1/2' = I'-0"
SIMPSON H-5 (MIN.)
tv 2x4 To TRU55
PRE. ENG. TRU55
5P4 OR H-5 TOP PLATE TO STUDS
2'-0" ABY. 10"-0' LEVEL TO ROOF
OR 2'-0' ABV. HIGHEST RIDGE WITHIN 10'-0'
2A
SIMPSON H-5 (MIN.)
V 2X4 TO TRUSS
1 CHIMNEY DETAILS
PRE -ENC: TRUSSES W/ TRU55
CONNECTOR VERIFY W/
FRAMING PLAN
DOUBLE TOP PL ATE
CRIPPLE STUDS w 16' O.G.
MAX
SIMP50N LSTA-12 o EA. JACK
STUD, 130TH SIDES OF
OPENING.
2x STUDS -0 16" O.C. MAX W/
SHEATHING. SHEATHING TO BE
WITHIN J" OF WINDOW/ DOOR
OP3=NING 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 w A TIME.
USE 12d NAILS, TWO WITHIN 6"
FROM EACH END 4 NO MORE
THAN 12' O.C. STAGGERED
5P4 OR H5 m TOP AND
BOTTOM PLATES lw EA. FULL
LENGTH STUD, BOTH SIDES
OF OPENING.
SHEATHING TO LAP TO TOP
OF MASONRY WALL.
SHEATHING MUST NOT
BREAK 1'-4' MIN. FROM 2ND
FLR LINE
TYP. EXTERIOR WINDOW/
5 DOOR OPENING WD FRAMED
SCALE: 1/2"=I' -O'
NAILINQ SCHECl)ULE
ROOF DIAPHRAGM
USE 1/16" O.S.B. OR 1/2' CDX PLY WITH "a RING SHANK GUN NAILS AT 4' O.G. AT
SUPPORTED PANEL EDGES AND *a RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME
USE *a GUN NAILS A 4' O.C.
EXTERIOR SHEATHING
USE 1/16" 0.5.13. OR 1/2' PLY WITH *8 RING SHANK GUN NAILS AT 6' O.G. AT
PANEL SIDES AND "a RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM
PANEL AND *a RING SHANK GUN NAILS AT 6" O.C. AT
INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN
ACCEPTABLE FASTENER FROM ANY MANUFACTURER.
NAIL F�EOUIfi�PEl"lENTS
61ZE
HEAD
LENGTH
DIA.
TEN611E rvTfR
ad
ROUNDMODIFIED
I I/a'
.113
110000
ROUGH OPENING
UP To a' -m'
OR T
10d
ROUND,MODIFIED
2 1/a'
.125
110,000
I
OR T
TOP CORD BLOCKING AT 4'
O.C. MAX. IN FIRST 2 FRAMING
SPACES AT EACH END.
NOTE: NAILS TO BE MFG. BY MEMBER OF INT. RAFTER OR TRU55
STAPLE, NAIL 4 TOOL ASSOCIATION
1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF 5HEATHING-
2. RING DIAMETER OF 0ID12 OVER SHANK DIAMETER
3- 16 TO 20 RINGS PER INCH
4. 0.2aO INCH FULL ROUND HEAD DIAMETER
5.2 INCH NAIL LENGTH
fi';�,'00F SHfz—ATNIING; LAT'OUT
AND ENDWAL.L. 5FACING�
FOS G; 45L.E ENFD FFAI fNG�
(t�'>
VIII
LPRECAST
L
ROUGH OPENING
UP To a' -m'
-
z '
0
yl
L7
I
PRECA5T SILL
SECURE 2x TO FLOCK
W/ (2) �,' TAPCONS OR \
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 1 J") a o
WITHIN a' OF EACH n w
END ANp la" O.C. MAX =4t
a
SPACING.
a' 0.5.8. SHEATHING oR�
COX PLYWOOD
2x4 BLOCKS
'--CMU WALL
6 ARCH WINDOW FRAME A SECTION
SCALE: 1/2' =1'-0'
NOTE. TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REOUIRED EXCEPT OPENINGS
00 RING SHANK GUN NAILS e 4' O.G.
TOP 4 BOTTOM EDGES
A
z
w
�y
PRE -
TRUE
MT6-
7/16 '
2X4
BTM,
PLA
MT5-
32' C
.�.,.-
TRU65
2X4 DBL. TOP PLATE
2X4 5TUD 16' O.C.
x/16" 05.8.
1/2' A.B. W/ MIN.
7" EMBEDMENT
LOCATE 6"-a" FROM ENDS
AND 32" O.C. MAX.
TEXTURED FINISH
META -16
a' CMU WALL
KNEE WALL DETAIL
� TO BLOCK
STALE:
2X4 �DtZ(- K= IV G=!_.t` W/[ -1[G
SECURE TO BLK W/ META -16
2'-0" EXTENSION @ OPT SERVICE D
SCALE: 1/2"=I' -O'
C
$
8 RING SHANK GUN NAILS
v 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.6. TO BE STRUCTURAL GRADE)
08 2' DECK 6GREW5 lw
O.C. MAX v EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNESS OF 5U8 -FLOOR
SHEATHING
TYP. 3/4" T4G 5IJ -FLOOR DECKING GLUED TO
ALL EXP05Ep MEMi3ERS
PRE -ENG. TRUSS —f`
D5L_ 2X TOP PLATE f
2X BLocKING tv
TOP OF
0.5.8.
2X STUDS Iro" O.G. MAX.
2X STM. PLATE —``
3/4' FLOOR DECKING
PRE- ENC-;INEERED
FLOOR TRUSS ;o
2X4 1w TOP
4 BOTTOM CONT.
HETA-16
BLK WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK.
W/ 1/4' GAP FROM BLK. TO 0.5J3.
O HORIZONTAL 2X 5.P.F. STRUCTURAL BLOCKING AT
PERIMETE=R OF 0.6.k3. TO PROVIDE CONT_ NAIL PATTERN
�3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING to TOP OF WOOD FRAMED WALL To BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO 5TUD5
11 EXT. WALL SHEATHING
SCALE= 1/2'=I'-0'
A R C H IT E C 'T S
Design
Gurop �nc.
.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
� y r�� z�►Ta
_YUSC
SOUTH
UTH
LOT X30
IPRDJECT#
1'03.00
MOOED:
1542"
GARAGE SWING:
RIGHT
]PAGE:
MIsc.
DETAILS
ARCHITECT:
STATE OF FLORIDA
3 2009
JAMS CANlWE
AR/ NQ 12079
DATE: 12/23/09
-11
SHEET
D 2 OF�
VIII
SECURE 2x TO FLOCK
W/ (2) �,' TAPCONS OR \
DRIVE PIN
(MIN SHANK SIZE .145)
(MIN EMBED. 1 J") a o
WITHIN a' OF EACH n w
END ANp la" O.C. MAX =4t
a
SPACING.
a' 0.5.8. SHEATHING oR�
COX PLYWOOD
2x4 BLOCKS
'--CMU WALL
6 ARCH WINDOW FRAME A SECTION
SCALE: 1/2' =1'-0'
NOTE. TYP. EXT. SHEATHING ATTACHMENT
FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL
GRADE) CONNECTORS FROM STUD TO PLATE ARE
NOT REOUIRED EXCEPT OPENINGS
00 RING SHANK GUN NAILS e 4' O.G.
TOP 4 BOTTOM EDGES
A
z
w
�y
PRE -
TRUE
MT6-
7/16 '
2X4
BTM,
PLA
MT5-
32' C
.�.,.-
TRU65
2X4 DBL. TOP PLATE
2X4 5TUD 16' O.C.
x/16" 05.8.
1/2' A.B. W/ MIN.
7" EMBEDMENT
LOCATE 6"-a" FROM ENDS
AND 32" O.C. MAX.
TEXTURED FINISH
META -16
a' CMU WALL
KNEE WALL DETAIL
� TO BLOCK
STALE:
2X4 �DtZ(- K= IV G=!_.t` W/[ -1[G
SECURE TO BLK W/ META -16
2'-0" EXTENSION @ OPT SERVICE D
SCALE: 1/2"=I' -O'
C
$
8 RING SHANK GUN NAILS
v 6" O.C. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF
SHEATHING (0.5.6. TO BE STRUCTURAL GRADE)
08 2' DECK 6GREW5 lw
O.C. MAX v EDGES 4 12' O.C.
MAX IN FIELD. UNTHREADED
SHANK TO EXTEND BEYOND'
THICKNESS OF 5U8 -FLOOR
SHEATHING
TYP. 3/4" T4G 5IJ -FLOOR DECKING GLUED TO
ALL EXP05Ep MEMi3ERS
PRE -ENG. TRUSS —f`
D5L_ 2X TOP PLATE f
2X BLocKING tv
TOP OF
0.5.8.
2X STUDS Iro" O.G. MAX.
2X STM. PLATE —``
3/4' FLOOR DECKING
PRE- ENC-;INEERED
FLOOR TRUSS ;o
2X4 1w TOP
4 BOTTOM CONT.
HETA-16
BLK WALL
O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK.
W/ 1/4' GAP FROM BLK. TO 0.5J3.
O HORIZONTAL 2X 5.P.F. STRUCTURAL BLOCKING AT
PERIMETE=R OF 0.6.k3. TO PROVIDE CONT_ NAIL PATTERN
�3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP
PLATE TO HORIZONTAL BLOCKING.
® SHEATHING to TOP OF WOOD FRAMED WALL To BE
STAGGERED MIN. OF 16' FROM SHEET BELOW
O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL
TO 5TUD5
11 EXT. WALL SHEATHING
SCALE= 1/2'=I'-0'
A R C H IT E C 'T S
Design
Gurop �nc.
.441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
� y r�� z�►Ta
_YUSC
SOUTH
UTH
LOT X30
IPRDJECT#
1'03.00
MOOED:
1542"
GARAGE SWING:
RIGHT
]PAGE:
MIsc.
DETAILS
ARCHITECT:
STATE OF FLORIDA
3 2009
JAMS CANlWE
AR/ NQ 12079
DATE: 12/23/09
-11
SHEET
D 2 OF�
FIBERGLASS SHINGLES 2x4 BLOCICINC-; BETWEEN
OVER #15 FELT PAPER ON 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES TRUSSES AT FIRST TWO BAYS
TRUSSES AT FIRST TWO BAN'S
16" 0.5.8. SHEATHING OR " 4'-0" O.G. (AT SHEATHING OVER #15 1=ELT PAPER' ON 4'-0" O.C. (AT SHEATHING
CDX PLYWOOD SECURED SEAMS) 16 O.S.B. SHEATHING OR 2" SEAMS)
PER NAILING SCHEDULE
CDX PLYWOOD SECURED PRE -ENG GABLE TRUSS
PRE -ENG GABLE TRUSS PER NAILING SCHEDULE
P.T_ Ix2 W/ MTL. DRIP EDGE 2x4 NAILER MTL. DRIP EDGE --CONT. 2x4 RAT RUN SECURED W/ (2)
>=f BEizGL.ASB SHINGLES 2x4 SUB-8,4Np � CONT. 2x4 RAT RUN SECURED 2x4 SUB=BAND
\ ! ' 12d'5 Q EACH TRUSS
OVER #15 FELT PAPER ON ALUM. SOFFITW/ (2) 12d'S EACH TRUSS TO BE INSTALLED a) MID_ POINT OF
16 O_S.B. SHEATHING ORSTIFFBACK AT ALL UPRIGHTS TO BE INSTALLED MID. ALUM. SOFFIT TRUSS SPAN, OR 10'-0" O.C. MAX.
CDX PLYWOOD SECURED
PER NAILING SCHEDULE OVER' -10" HIGH (SEE POINT OF TRUSS SPAN, OR STIFFBACK AT ALL SEE ENERGY CODE FORMS
SEALED ENG. FOR SIZE 4 10'-0" O.C. MAX_ UPRIGHTS OVER 4'-10" FOR INSULATION F -VALUES.
CONDITION.) HIGH (SEE SEALED ENG.
PRE -ENG TRUSS =- = SEE ENERGY CODE FORMS , , - SEE ENERGY CODE FORMS =" GYPSUM BOARD OR z°
FOR SIZE 4 CONDITION.) - f NIGH STRENGTH I GLG.
16 O.S.B. SHEATHING OR FOR INSULATION R -VALUES. I O.S.B. SHEATHING OR 1" - BOARD
FOR INSULATION R -VALUES. CDX PLYWOOD. ATTACHED 1� 2
-_ . _
MTL. DRIP EDGE - S" GYPSUM BOARD OR CDX PLYWOOD. ATTACHED
GYPSUM BOARD OR 2" HIGH PER NAILING SCHEDULE ON - HIGH STRENGTH GLC. 2 PER NAILING SCHEDULE ON 2x4 NAILER
a. STRENGTH GLG. BOARD SHEET D5 - ..
2x4 SUB -BAND - BOARD SHEET D5 Y 2x4 a) 24" O.C. INTERIOR
VENTED ALUM. SOFFIT GONG. FILLED LINTEL BLK- KNEE WALL
W/ (1) REBAR CONTINUOUS Ya THICK, 3 COAT CEMENT - CONC. FILLED LINTEL 5LK a THICK, 3 COAT CEMENT
�- PLASTER OVER GRADE W/ (1) #5 REBAR CONTINUOUS - - FILLED -----PRECAST L INTEL "D" FELT PAPER BCONC. FILINTEL 5L<
ACK PLASTER OVER GRADE �� C N LLED CONTINUOUS
EMBED. STRAP VERIFY W/ METAL LATH OVER R-4.2 5ATT. INSUL_ D FELT PAPER BACK
1`-,..�
METAL LATH OVER
TRUSS PLAN R-4.2 BATT. INSUL. APPROVED HOUSE WRAP PRECAST LINTELAPPROVED HOUSE RAP PRECAS�r LIN`CEL
WINDOW ATTACHMENT A5 OR GRADE "D" 1=ELT WINDOW ATTACHMENT AS OR GRADE "D" FELT
"THICK, 2 COAT CEMENT - PER MANUFACTURES PAPER WINDOW ATTACHMENT AS
PER MANUFACTURES C'AP'ER PER MANUFACTURES
PLASTER APPLIED SPECIFICATIONS WEEP SCREED SPECIFICATIONS WEEP SCREED SPECIFICATIONS
DIRECTLY To MASONRY PRECAST SILL (SEE DETAIL 2) PRECAST SILL (SEE DETAIL 2)
PRECAST SILL
Cly #5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T.(l) *5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. (1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL PLATE W/ 12d'S 8" O.C. MAX W/ CONC. POUR CELL PLATE W/ 12d .5 c5O.C. MAX W/ LONG. FOUR CELL
lx2 P.T. FURRING-; STRIP5 SECURE 2x6 PT. PLATE To Ix2 P.T. FURRINC-r STRIPS SECURE 2x6 PT. PLATE TO ( - Ix2 P.T. FURRINc3 STRIP'S
BLIC W/2"x9" ANCHOR BOLT W/ _ 16 O.G. LK W/ z"xg" ANCHOR BOLT W/ __ 16 " O.C.
a" CMu 2 WASHER SET IN SIMPSON - 8" CMU 2" WASHER SET IN SIMPSON - -
-111_ _ _------ 3 CMU
HIGH STRENGTH EPDXY - K -
HI H STRENGTH
1/2 GYP. WL. BD. a.� G RE GTH EPDXY -f I ��
_--- I/2 GYP. WL. 3D. a -_ 1/2 GYP. WL_ 5D.
r� EMBED. MIN. 32 OC MAX. EMBED. MIN. e 32" OC MAX. - --
1, WOOD BASE - _ WOOID BASE _ = WOOD F3ASE
:i
"THICK 2 COAT CEMENT 2"THICK, 2 GOAT CEMENT - -
PLASTER APPLIED
PLASTER APPLIED
4 43 DIRECT Y TO MASONRY I ' . j'
L NRY � 4 I C O
DRE TLY T MASONRY
y o
4
�] a
1 -STORY GABLE
1 -STORY 1 -STORY GABLE W/ VAULT CLG.
BLOCK WALL BLOCK WALLBLOCK WALL
SCALE. 3/4`=v_oI,IA SCALE: 3/4_1-0` -JJJLLL __11���////
2X4: CE� 2X4: ® 2X4:
SECURE TO BLOCK W/ 3/(6' SECURE TO BLOCK W/ X16' SECURE TO BLOCK W/Y4'
TAPCON5 OR DRIVE PIN TA ICON5 OR DRIVE PIN TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 (MIN. SHANK SIZE .145
MIN. NEAP 51ZE 300 MIN. HEAD SIZE 300
MIN. EMBEDMENT 1)/4') MIN. EMBEDMENT 1,V49 MIN. EMRODMENT YSIZE m')
WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH ENp 4 WITHIN 8' OF EACH END 4
18' O.C. MAX SPACING.
a' crlu 2x6: 18' O.C. MAX SPACING. 18' D.C. MAX SPACING.
2X1,: ® 2X6:
Yz' DRYWALL SECURE TO BLOCK W/2 -w6' NOTE: STRUCTURAL. 2X MUST SECURE TO BLOCK W/2-3/(6' SECURE TO 51-OCK W/1-1/4' NOTE: STRUCTURAL 2X MUST
I"X4' OR I"X2' P.T..NAILER TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPCON5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST TAPCON5 OR DRIVE PIN 0E ON OUTSIDE 4 SECURED
Ix4 P.T. OR 5/4"X4' MIN. SECURE (MIN. SHANK 51ZE .145 THROUGH NOM -STRUCTURAL. (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL
MIN. HEAD SIZE 300 %6' TAPCON MIN. 1-Y4' MIN. HEAD SIZE .300 THROUGH NON-STRUCTURAL MIN. HEAD SIZE .300 3`6" TAI -CON MIN. 1-Y4'
INTO FRAME 4 EXTEND I -Y4' MIN. EMBEDMENT 1 Y4') FMBEDMFNT INTO i3LOCK EMBEpMFNT INTO BLOCK.
INTO BLOCK W/ 3r(6' TAPGONS WITHIN 8' OF EACH END d 1"11N. EMBEDMENT 1 Y4") 3i(�," TAPCON MIN. I -Y4' MIN. EMBEDMENT 1 Y4'J
O_S.B. OR 2" GD(MIN..O.C. . OR DRIVE PIN 18' OCMAX SPACINGYi8,' CMU WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. WITHIN 8' OF EACH END 4
(MIN. SHANK SIZE .145 -
DRYWALL 8' CMU 18' O.C. MAX SPACING16' O.C. MAX SPACING. 8" CMU
TYVEK BUILDINC:� WRAP MIN. HEAP SIZE .300 2X8: I2X8: ® 2X8: Ya' PRYWALL
'X4 OR IX2 P.T. NAILER
MIN. EMBEDMENT 1-Y4' SECURE TO BLOCK W/2 -r(6' SECURE TO BLOCK W/2-3�i,, DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR I"X2' P.T. NAILER
PAPER BACK WITHIN 8' S EACH END 4 la' T IN. SHA OR DRIVE PIN ;(b' O.S.B. X 4' MIN. TAPCON5 OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN ,(6' 0.5.13. X 4' MIN.
O.G. MAX SPACING (MIN. SHANK SIZE .145
i DOOR CASING (MIN. SHANK SIZE .148
GALY D MTL. LATH ----- MIN. HEAD SIZE 300 '-DOOR CASING (MIN. SHANK SIZE .145 �_pooR CASING
- - DOOR CASING �--DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 � MIN. HEAD SIZE' 300
DOOR JAMS OR WINDOW
7/8" TEXTURED -DOOR JAMB OR WINDOW WITHW S'EoF EACHYEND 4 ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4") ATTACH TD 2X PER MIN. EMBEDMENT l Y4') DOOR JAMB OR WINDOW
ATTACH To 2x PER MANUFACTURES DETAILS. WITHIN a' of EACH END 4 MANUFACTURES Dl;TAIL$. WITHIN 8 OF EACH END 4 ATTACH TO 2X PER
x FINISH I a WOOD MANUFACTURES DET41L5. IS D.C. MAX SPACING. 18' D.C. MAX SPACING. la' D.C. MAX SPACINcz. MANUFACTURES DETAILS.
WOOD \
x
CONSTRUCT I oWEEP SCREED NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMS (PO NOT EXCEED Y4') NUTI=: SHIM AS NEEDED To PLUMS JAMB (DO NOT EXCEED Y4") NOTE: SHIM AS NEFDED To PLUMB JAMB ((TDO NOT EXCEED y4")
N �,
�
DOOR JAMB TO BLOCK +3 4 OR +5 4 �, / / DOOR JAMB TO BLOCK +1--15/1_6" _ DOOR JAMB "YO BLOCK -I-3" _ DOOR JAMB `l'0 BLOCK +3-7/16
. WINDOW 10 BLOCK +3/4 OR +5/4 CWINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 16"
SCALE: 1"=1'-o'SCALE: 1,=1'-0" G SCALE: I'=1 -o,
all CMu 2X4: ® 2X4: ® 2X4: ® 2X4: IS]
5EGURE TO BLOCK W/ Wc,' SECURE To BLOCK W/ 3/(6' SECURE To BLOCK W/ 3/(6' SECURE To BLOCK W/
Y4'
TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCON3 OR DRIVE PIN
1/2" TEXTURED (MIN. SHANK SIZE .145 (MIN. SHANK 51ZE .145 (MIN. S ANK SPF 1.145 PIN (MIN. SHANK SIZE .145
MIN_ HEAD SIZE .300 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300
MIN. HEAD SIZE .300
FINISH -,4 MAr.JONR� MIN. FMSEpMENT 1,V4") MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 y4") �
WITHIN 8' OF EACH ENp 4 WITHIN S' OF EACH END 4 WITHIN 8' OF EACH ENp 4 NOTE: STRUCTURAL 2X MUST WITHINT MS' OF ACHYEND 4
18' O.C. MAX SPACING. 18' O.C. MAX SPACING. 18' O.G. MAX SPACING,. BE ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING.
THROUGH NON-STRUCTURAL
2X6: [I�Kj 2X6: ® 2X6: �1 3if$" TAPCON MIN. 1-Y4' 2X6' r>_7 -;q
5EGURF TO BLOCK W/2-34' SECURE To BLOCK W/2-%6' NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/2-3/%' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4'
T IN. SHACNS OR DRIVE PIN TAPCON5 OR DRIVE PIN BE ON OUTSIDE 4 SECURED TAPGON5 OR DRIVE PIN TAPGON$ OR DRIVE PIN NOTE: STRUCTURAL 2X MUST
(MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. $HANK 51ZE .145 8" CMU (MIN. SHANK $1ZE .145 BE ON OUT51PE 4 SECURED
WEEP SCREED
REED MIN. HEAD SIZE .300 MIN. HEAD SIZE 300 %&' TAPCON MIN. 1-Y4' MIN. HEAD 51ZE .300 -- '' DRYWALL MIN. HEAD 51ZE 300 THROUGH NUN -STRUCTURAL
WEEP �✓ MIN_ EMBEDMENT 1 Y4") MIN. EMBEDMENT 1,V4') EMBEDMENT INTO BLOCK. MIN. EMBEDMENT 1 Y4") 3 "
WITHIN 8' OF EACH END 4 I X4 OR I'X2' P.T. NAIL ER MN. EMBEDMENT 1 Y4) /fa TAPCON MIN. I -Y4
' rri Al L � WOOD TO 18' O_C. MAX SPACING. WITHIN 8' OF EAG-} END 4 8, CMU WITHIN S' OF EACH ENp 4 - WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK.
J 8' CMU IS O.C. MAX SPACING. 18' O -G. MAX SPACING. 2ND 2X SECURE TO 18' O.G. MAX SPACING. 8" GMU
2x8: ® �" DRYWALL
LOCK ,(- O N Ifs IC, C T T v �I� r 3 , Yz' DRYLUALL 2X8: ® I"X4' OR I"X2' P.T. NAILER 2XS: ® WITHIN HITS' OFL EACH ENRD 4 ro' 2X8: J�' DRYWALL
1� �I V I �J 1 II_e 1 1 V TAPCON5
)= TO BLOCK W/2-,{� SECURE TO BLOCK W/2 -i{6' SECURE TO BLOCK W/2-3,{6' SECURE TO BLOCK W/1-1/4'
- TAPCONS OR DRIVE PIN 1'X4' OR 1'X2' P.T. NAILER TAPCON5 OR DRIVE PIN 1' P.T. X 4' MIN. TO 8 O.C. MAX - -- I'X4' OR I'x2' P.T. NAILER
SCALE= 1 1/2 I'- D" (MIN. SHANK 51ZE .145 `-POOR CASING (MIN. SHANK 617E.145 �` TAPCON5 OR DRIVE PIN TAPCON5 OR DRIVE PIN
MIN. HEAD 3I7F 300 DOOR CASING (MIN. SHANK SIZE .145 `� DOOR CASING (MIN. SHANK SIZE .145 1' P.T. X 4' MIN.
DOOR JAMB OR WINDOW MIN. HEAD 317E 3mv MIN. HEAD 51ZE 300 MIN. HEAD SIZE 30®
MIN_ EMBEDMENT 1 Y4") DOOR JAMES OR WINDOW �- DOOR JAMS OR WINDOW DOOR CASING
ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENT 1 Y4")
WITHIN 8' OF EACH FND 4 WITHIN 8' OF EACH END 4 ATTACH TO 2X PER ATTACH TO 2X PER MIN, EMBEDMENT 1 Y4'1
18' O -C. MAX SPACING. MANUFACTURES DETAILS. IS' O.C. MAX SPACING. MANUFACTURES DETAILS. WITHIN 8' OF EACH FN. 4 MANUFACTURES DFTAIL5. WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW
18' D.G. MAX SPACING. 18' G.C. MAX SPACING. ATTACH TO 2X PER
MANUFACTURES DFTAIL5.
NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y41) NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED )/49 NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4")
DOOR JAMB TO BLOCK +1-1/" DOOR JAMB TO BLOCK +2 14" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4"
B WINDOW TO BLOCK +1-1 D WINDOW TO BLOCK +� 1/47' WINDOW TO BLOCK +3" WINDOW TO BLOCK +3 3 4"
SCALE: I"= I'-0' SCALE: I"= I'-0' SCALE: I' =1'-�° SCALE: 1'=V-0"
A R C H I T E C T S
t41 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & ,OT:
TUSCA
SOUTH
LOT #30
PROJECT#
1703.00
MODEL. -
7? 1542"
ODEL:"1542"
GARAGE SWING:
RT_G HT
PAGE:
INTO NO LITHIC
1- STORY
.WALL
SECTIONS
& NOTES
ARCHITECT:
STATE- OF FL DI11�A
DEC A 13 X000
L
DAi�E: 12/23/09
I SCA :1/4 1)_6„'
SHEET
D ��
FIBERGLASS SHINC-iLES
OVER #15 FELT PAPER ON
16" O.S.S. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
PRE - ENG TRUSS
MTL. DRIP EDGE
2x4 SUB -BAND
VENTED ALUM.
SOFFIT
DOUBLE TOP PLATE
WINDOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER
SPAN CHART FOR
DETAILS
O.S.B. SHEATHING OR 2"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5.
THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER BACK
METAL LATH OVER
APPROVED HOUSE WRAP
OR GRADE "D" FELT
PAPER
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR, LINE
2x4 GOVT. �o TOP AND
F3T. OF FLR TRUSS (TOP
2x4 SUPPORTS ST
PLATE OF 2ND FLR, BT.
2x4 15 FOR WALL
SHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRUSS FLAN
2"THICK, 2 COAT CEMENT
PLASTER ADPL IED
DIRECTLY TO MASONRY
2 -STORY
FIR S'T F'LO 0 R
BLOCK SECOND
FLOOR FRAME
SCALE: 5/4`=V-0`
2x STUDS 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
4" T 4 G SUF3FLOOR C- I-UED
AND NAILED AS PER
NAILING SCHEDULE
PRF -ENG FLOOR TRUSS
51MPS0N HETA-16 EMBED.
5TRAF � 32" O.C. MAX VERIFY
W/ TRUSS PLAN
5" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG. BOARD
EE ENERGY CODE FORMS
OR INSULATION R- VALUES.
" GYPSUM BOARD OR
11tH STRENGTH CLCD.
30ARD
WI5T STRAP VERIFY W/
RUSS PLAN
UINDOW ATTACHMENT AS
SER MANUFACTURES
�PECIFICATION5
UINDOW SILL
?x STUDS @ 16" O.C. MAX W/
z-11 5ATT. INSUL. MIN_
" T 4 G SUF3FLOOR GLUED
AND NAILED AS PER
SAILING SCHEDULE
=RE - ENC. FLOOR TRUSS
'INSTALL PER MFG. SPECS.)
3" GYPSUM t3OARD OR 2"
-11tH STRENGTH CL6r.
3OARD
CONC. FILLED LINTEL BLK
W/ (1) #5 REBAR CONTINUOUS
R-4.2 BATT. INSUL.
FRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURES
SPECIFICATIONS
PRECAST SILL
(1) 15 REBAR VERTICALLY
W/ CONC. POUF. CELL
1x2 P.T. FURRING STRIPS
w 16" O.C.
8" CMU
1/2" GYP. WL. BD.
I1 W _---- WOOD SASE
FIE3ERGLASS SHINGLES
OVER #15 FELT F'AF'ER ON
-1/16" 0.5.3. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
5T IFFBACK AT ALL
UPRIGHTS OVER 4'-10"
NIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/"x6 " THRU-BOLTS
'a 32" O.C. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 12d's a" O.G. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ S IMPSON
HTC4 �w 24" D.C. MAX
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
O.S.B. SHEATHING OR 2"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
3/8" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER SACK
METAL LATH OVER
APfi ROVED HOUSE WRAP
OR GRADE "D" FELT
PAPE R -
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 CONT. Q TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS F3T
PLATE OF 2ND FLR, BT,
2x4 15 FOR WALL-
SHEATHING
ALLSHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
STRAfi= VERIFY
W/ TRUSS PLAN
2"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2 -STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME �-
SCALE: 3/4"=I'-0`
FLOOR CONNECTION AT PARALLEL/
PERPEND-1C ULAR PRE ENG FLOOR TRUSS
SCALE: 3/4 =1 -0
2x STUDS a 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
" T 4 G 5UBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC, FILLED LINTEL BLK
W/ (1) #5 RE5AR CONTINUOUS
WC
CC
2x4 BLOCKING BETWEEN
TRUSSES AT FIRST TWO 5AY5
4'-0" O.C. CAT SHEATHING
SEAMS)
PRE -ENG GAF31-E TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2)126e Q EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
i" GYPSUM BOARD OR I"
HIGH STRENGTH CLCD.
BOARD
DOUBLE TOP PLATE.
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUD5 Q 16" O.C. MAX W/
R-11 BATT. INSUL. MIN.
4" T 4 G 5U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
FRE -ENG FLOOR TRU55
( INSTALL PER MFC.. SF'EC5.)
8" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL SLK
W/ (1) #5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
e 16 O.C.
a" cMU
1/2" GYP. WL. 5D.
WOOD BASE
-,/16" 0.5.8. OR2" CDX
'YVEK BUILDING WRA
APER BACK
�rALV'D MTL. LATH
'/0" TEXTURED
:INISH Q WOOD
JEEP SCREED
rOL
a" CMU
1/2" TEXTURED
FIN 15H MASONRY
WEEP SCREED
D E TAIL 0�) WOOD TO
2A LOCK COJNNEC'�'ION
SCALE: 1 1/2 =1 -0
A R C H! T H C T s
DesouPine.n
Gro
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
9UHDIV. & IST:
SOUTH �J 0 V T H
LOT' #30
PROJECTIr
1703.00
MODEz..
"1542"
G.4, AGE SWING:
RIGHT
PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
2
DATE: 12/23/09
SCALE:
SHEET
]:) AOF�
O.S.E3. SHEATHING OR2" CDX
PLYWOOD. ATTACHED PER
NAILING SCHEDULE ON SHEET
D5
!-
"'THICK, 3 COAT CEMENT \
PLASTER APPLIED TO METAL
LATH OVER 2 LAYERS OF
GRADE D k3UILDING PAPER
OR PAPER BACKED LATH
'
OVER AN APPROVED HOUSE
'
WRAP
2x4 CONT. a TOP AND BT. OF —`
FLR TRUSS (TOP 2x4
=
SUPPORTS E3T PLATE OF 2ND
--
FLR, BT. 2x4 15 FOR WALL
-
-
SHEATHING NAILER)
-
'
-
WEEP SCREED
r-
-
-
(SEE DETAIL 2A)
EMBED. STRAP VERIFY
W/ TRUSS PLAN
�---2"T;-11CK,
2 GOAT GEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
FIE3ERGLASS SHINGLES
OVER #15 FELT F'AF'ER ON
-1/16" 0.5.3. SHEATHING OR 2"
CDX PLYWOOD SECURED
PER NAILING SCHEDULE
MTL. DRIP EDGE
2x4 SUB -BAND
ALUM. SOFFIT
5T IFFBACK AT ALL
UPRIGHTS OVER 4'-10"
NIGH (SEE SEALED ENG.
FOR SIZE 4 CONDITION)
SECURE 2x4 PLATE TO
WALL W/"x6 " THRU-BOLTS
'a 32" O.C. MAX THEN
SECURE GABLE TO 2x4
PLATE W/ 12d's a" O.G. MAX
OR
SECURE GABLE TO DBL
TOP PLATE W/ S IMPSON
HTC4 �w 24" D.C. MAX
WINDOOW HEADER SIZE
VARIES PER WINDOW
OPENING SEE HEADER SPAN
CHART FOR DETAILS
O.S.B. SHEATHING OR 2"
CDX PLYWOOD.
ATTACHED PER NAILING
SCHEDULE ON SHEET D5
3/8" THICK, 3 COAT CEMENT
PLASTER OVER GRADE
"D" FELT PAPER SACK
METAL LATH OVER
APfi ROVED HOUSE WRAP
OR GRADE "D" FELT
PAPE R -
NOTE: SHEATHING MUST
NOT BREAK 1'-0" MIN.
FROM 2ND FLR LINE
2x4 CONT. Q TOP AND
BT. OF FLR TRUSS (TOP
2x4 SUPPORTS F3T
PLATE OF 2ND FLR, BT,
2x4 15 FOR WALL-
SHEATHING
ALLSHEATHING NAILER)
WEEP SCREED
(SEE DETAIL 2A)
STRAfi= VERIFY
W/ TRUSS PLAN
2"THICK, 2 COAT CEMENT
PLASTER APPLIED
DIRECTLY TO MASONRY
2 -STORY GABLE
FIRST FLOOR
BLOCK SECOND
FLOOR FRAME �-
SCALE: 3/4"=I'-0`
FLOOR CONNECTION AT PARALLEL/
PERPEND-1C ULAR PRE ENG FLOOR TRUSS
SCALE: 3/4 =1 -0
2x STUDS a 16" O.G. MAX W/
R-11 BATT. INSUL. MIN.
" T 4 G 5UBFLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
PRE -ENG FLOOR TRUSS
" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC, FILLED LINTEL BLK
W/ (1) #5 RE5AR CONTINUOUS
WC
CC
2x4 BLOCKING BETWEEN
TRUSSES AT FIRST TWO 5AY5
4'-0" O.C. CAT SHEATHING
SEAMS)
PRE -ENG GAF31-E TRUSS
CONT. 2x4 RAT RUN SECURED
W/ (2)126e Q EACH TRUSS
SEE ENERGY CODE FORMS
FOR INSULATION R -VALUES.
i" GYPSUM BOARD OR I"
HIGH STRENGTH CLCD.
BOARD
DOUBLE TOP PLATE.
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
WINDOW SILL
2x STUD5 Q 16" O.C. MAX W/
R-11 BATT. INSUL. MIN.
4" T 4 G 5U5FLOOR GLUED
AND NAILED AS PER
NAILING SCHEDULE
FRE -ENG FLOOR TRU55
( INSTALL PER MFC.. SF'EC5.)
8" GYPSUM BOARD OR 2"
HIGH STRENGTH CLG.
BOARD
CONC. FILLED LINTEL SLK
W/ (1) #5 REBAR CONTINUOUS
PRECAST LINTEL
WINDOW ATTACHMENT AS
PER MANUFACTURER
SPECIFICATIONS
PRECAST SILL
(1) #5 REBAR VERTICALLY
W/ CONC. POUR CELL
1x2 P.T. FURRING STRIPS
e 16 O.C.
a" cMU
1/2" GYP. WL. 5D.
WOOD BASE
-,/16" 0.5.8. OR2" CDX
'YVEK BUILDING WRA
APER BACK
�rALV'D MTL. LATH
'/0" TEXTURED
:INISH Q WOOD
JEEP SCREED
rOL
a" CMU
1/2" TEXTURED
FIN 15H MASONRY
WEEP SCREED
D E TAIL 0�) WOOD TO
2A LOCK COJNNEC'�'ION
SCALE: 1 1/2 =1 -0
A R C H! T H C T s
DesouPine.n
Gro
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
9UHDIV. & IST:
SOUTH �J 0 V T H
LOT' #30
PROJECTIr
1703.00
MODEz..
"1542"
G.4, AGE SWING:
RIGHT
PAGE:
MONOLITHIC
2 -STORY
WALL
SECTIONS
ARCHITECT:
STATE OF FLORIDA
2
DATE: 12/23/09
SCALE:
SHEET
]:) AOF�
*NOTE: NAIL S1--IFATHING TO ALL 2X AS FEHR EXT. SNHAT"INC-: NAILING;, ad 4" O.C_ t -TAX EDGES 4 O.C_ 1IAX IN THE FIFLI)
PRECAST HEADER(MIN) ,a
Ok3L. TOP PLATE
2X4 Iro' O.G. MAX.
SECURE 2X4 TO
WOOD W/2 -12d w
O.C. STAGGERl=P
SECURE 2X4 W/ 2-3&,'
TAPCON6 OR DRIVE
PIN (MIN. SHANK SIZE
.145 MIN. HEAD 51ZE
.30(6 MIN.
EMBEDMENT 1 Y4' LU/IN
0' EA. END NOT TO
EXCEED IS' O.C.
MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHINC; WITH
MIN. 2-126 PER BLK
EA. END
,- EXTERIOR ARCHWAY
` SCALE: I/2"=1'-0'
CMU WALL.
ARCHWAY DETAIL
1 16" AND UNDER
U xb' 0.3.13.ORY' PLYWOOD SHEATHING
2Q *15 BLDG. FELT
�3 24' WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD D1970, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
0 FIBERGLASS SHINGLES
P - B TRU55
1/2' CLG, BOARD 4 TEXT.
SIMPSON SP4 2X4 DBL• TOP PLATE=
w EVERY 1/2" DRYWALL
OTHER STUD 2X4 WOOD STUDS w16' O -C.,
U.N.O. ON TRUSS PLAN
2X4 CONT. 5TRE55
. BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSoN SP4 w
32' O.G. MAX
1/2'X9' A.5,32' O.G.
EMf3EPMENT
Ir
° , ° CONC. 5LAf3
2 *E?% CONT.
1 -STORY
(�)INT. BEARING WALL
SCALE: 1/2' =1' -0"
NOTE: FOR WALLS W/No UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
BLOCKING SECURE
TO SHE=ATHING WIT4
MIN. 2-12d PER BLK
EA. END
EX'T'ERIOR ARCHWAY
WITH WINDOW
20 SCALE: 1/2'=I' -O'
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE -300
MIN EMBEDMENT 1 1/4')
8' FROM EACH ENP AND 18'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
S' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' EM15FDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD 61ZE 300 1/16' OSB SHEATHING
MIN EM15EDMENT 1 1/41) 2X4 16' O.C. MAX.
S' FROM EACH END AND IS' (WHEN OVER 16' IN HEIGHT.)
O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-126 PER BLK EA. END
ARC4WAY DETAIL
16 AND UP
rt�CLOSED VALLEY FLASHING DETAIL
N_T.S_
PRE -ENG TRU55
DOUE3LE TOP PLATE
2x CONTINOUS STIR -E55
f3LoCKING MID WALL
2x 5TUD5 w 16' O.G. MAX
J" T 4 G wBrLooR GLUED
AND NAILE=D AS PER
NAILING SCHEDULE
15T FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON M5TA-36 w 32'
O.C. MAX
PRE -ENG FLOOR TRU55
DOUBLE TOP PLATE_
2x CONTINOU5 5TRE55
BLOCKING MID WALL
2x STUDS w 16' O.C. MAX
1/2' GYP, WL. BE).
SECURE BT. PLATE TO 5LA5
W/ �'x9' ANCHOR BOLT W/ 2'
WASHER SET IN SIMP60N
HIGH STRENGTH EPDXY 7"
EMBED. MIN.
51MP60N 5P4 w 32' O.G. MAX
r INT, 2 -STORY L.B.W.
SCALE: I/2"=1'-0'
NOTE: NO CHAP w WDW FRAME
TO EXCEED 1/4"
ARCHWAY DETAIL
A CUTAWAY
2 X 4 (MIN 2 X 3) 1-3/16 TAPGON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
a' FROM EACH END AND 1a" EXISTING BLK ABV.
O.G. MAX. MIN 1-1/4" EMBEDMENT 1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON I/8" TEXTURED FINISH
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE .30m 7/16' 058 SHEATHING
MIN FM5EDMENT 1 1/4') 2 X 4 16MAX.' O.C.o.C. MAX
S' FROM EACH END AND 18' (W1 {FN O. 16' X HEIGHT.)O.G. MAX. MIN 1-I/4' EMBEDMENT (WHEN
X 4 (WHEN OVER 16'
2 X 5 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE.148 2 X SOLID F31-K'G w ARCH
MIN HEAD SIZE 300 SECURE W/2 -12d EACH END
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND 18' ATTACHMENT PER
O.C. MAX. MIN 1- 1/4' FMBFpMENT MANUFACTURER'S 5PEC'S.
MTL WDW FRAME
1/4' TEMPERED MA60NITF 'NOTE: NO GAP WDW FRAME
GLUE d NAIL W/ed'5 5'-12' O.G. TO EXCEED 1/4'
IF NFFDFD.
ARCHWAY DETAIL
CUTAWAY
SCALE: 1/2' =1'-0'
ASPHALT SHINGLES OVER
* 15 FELT ON 1/16' 0.5.5.
PRE -ENG TRU55E5 OR PRE -ENG GABLE TRUSS
GONV. FRAMED RAFTERS SPF STIFFBAGK
(SEE 6EALD FNG- PACK FOR
51ZE 4 CONNECTION)
BLOCKING2x4 SPF AT
FIRST WO BAYS4'-0' O. (AT 6HEATHING
SEAM
' O.S.B. SHEATHING OR
CDX PLYWOOD SECURED
CONT. 2x4 SPF RAT RUN
PER NAILING SCHEDULE
DBL. TOP PLATE
2 X 4 (MIN 2 X 3) 1-3/16 TAPGON
- TRUS5
2x4 BLOCKINC; UNDER
- (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3)
WALL STUDS SCURF
SECURE 2 X RIP TO FIT
5FTWEEN TRUSS PAYS W/
X -BRACING TO COVER 5-TRU55E5
(3) 126'8 EACH END-
OR DRIVE PIN (MIN SHANK 51X1 00
DBL. TOP PLATE
H" GYPSUM BOARD OR
2x DOUBLE TOP PLATE
HIGH STRENC-,TH CLC;.
W/2-1265 6"-8' O.G. MAX.
BOARD
MTS -12 w EVER STUD
DIAGONAL BRACE w CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
MIN HEAP SIZE 3®®
MIN EMBEDMENT 1 1/4'J
8' FROM EACH END AND
O.C. MAX. MIN 1-1/4' FMBFDMFNT:t`2
2 X 6 (MIN 2 X 3) 2-3/16 TAPCONNs -
OR DRIVE PIN (MIN SHANK 517F.145��9
MIN HEAD SIZE .300 _
MIN EME3EDMENT 1 I/4")
8' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' FMPFDMI=NT
2X4 16' O.G. MAX.
,
SECURE 2X4 W/ 2-i(6
TAPCONS OR DRIVE PIN
(MIN. SHANK SIZE .145 MIN.
HEAD SIZE 300 MIN.
EMBEDMENT 1 Y4' W/IN 8'
2X4 BT. PLATE
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0" (1) X -BRACE
30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE w CENTER AND (2)
1/5" TEXTURED FINISH
x/16" 055 SHEATHING
2 X 4 16' O.C. MAX.
(WHEN OVER 16' IN HIEGHTJ
2 X 4 (WHEN OVER 16' IN HIFGHT.)
1/4" TEMPERED MA50NITF
GLUE 4 NAIL W/Sd'S S'-12" O.C.
IF NEEDED.
BRACE DIVIDED EaUALY FROM CENTER TO END
8 ATTACHMENT
SCALE: 1/2' =1' -0'
GABLE X -BRACING
SCALE: 1/2'
2 X a (MIN 2 X 3) 2-3/16 TAPCON -
EA. END NOT TO EXCEED
BT. PLATE
2 X SOLID RLK'G w ARCH
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE 000 2X4 SOLID 5LOCKING
MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/
a' FROM EACH END AND 1a' MIN. 2-12d PER f5LK. EA. END
O.G. MAX. MIN 1-I/4' FME3EDMFNT x/16' OSfJ SHEATHINCz
18' O.G. MAX
2X4 SOLID'
1/2" PLYWOOD
SECURE W/2 -12d EACH END
ATTACHMENT PER
MANUFACTURER'S 8PEC'5.
MTL WDW FRAME
Ok3L. TOP PLATE
2X4 Iro' O.G. MAX.
SECURE 2X4 TO
WOOD W/2 -12d w
O.C. STAGGERl=P
SECURE 2X4 W/ 2-3&,'
TAPCON6 OR DRIVE
PIN (MIN. SHANK SIZE
.145 MIN. HEAD 51ZE
.30(6 MIN.
EMBEDMENT 1 Y4' LU/IN
0' EA. END NOT TO
EXCEED IS' O.C.
MAX
2X4 SOLID
BLOCKING SECURE
TO SHEATHINC; WITH
MIN. 2-126 PER BLK
EA. END
,- EXTERIOR ARCHWAY
` SCALE: I/2"=1'-0'
CMU WALL.
ARCHWAY DETAIL
1 16" AND UNDER
U xb' 0.3.13.ORY' PLYWOOD SHEATHING
2Q *15 BLDG. FELT
�3 24' WIDE 26 GA. GALVANIZED METAL
FLASHING
MUST ADD D1970, 36' WIDE AND
AND MUST BE A MIN 24' WIDE METAL.
0 FIBERGLASS SHINGLES
P - B TRU55
1/2' CLG, BOARD 4 TEXT.
SIMPSON SP4 2X4 DBL• TOP PLATE=
w EVERY 1/2" DRYWALL
OTHER STUD 2X4 WOOD STUDS w16' O -C.,
U.N.O. ON TRUSS PLAN
2X4 CONT. 5TRE55
. BLOCKING MID -WALL
2X4 PT. PLATE
SIMPSoN SP4 w
32' O.G. MAX
1/2'X9' A.5,32' O.G.
EMf3EPMENT
Ir
° , ° CONC. 5LAf3
2 *E?% CONT.
1 -STORY
(�)INT. BEARING WALL
SCALE: 1/2' =1' -0"
NOTE: FOR WALLS W/No UPLIFT OR
HAS FLOOR LOAD ONLY, DO NOT
INSTALL CONNECTORS.
BLOCKING SECURE
TO SHE=ATHING WIT4
MIN. 2-12d PER BLK
EA. END
EX'T'ERIOR ARCHWAY
WITH WINDOW
20 SCALE: 1/2'=I' -O'
PRECAST HEADER(MIN)
2 X 4 (MIN 2 X 3) 1-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE -300
MIN EMBEDMENT 1 1/4')
8' FROM EACH ENP AND 18'
O.C. MAX. MIN 1-1/4" EMBEDMENT
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 5IZE.145
MIN HEAD SIZE .300
MIN EMBEDMENT 1 1/4')
S' FROM EACH END AND 18'
O.C. MAX. MIN 1-1/4' EM15FDMENT
2 X 8 (MIN 2 X 3) 2-3/16 TAPCON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD 61ZE 300 1/16' OSB SHEATHING
MIN EM15EDMENT 1 1/41) 2X4 16' O.C. MAX.
S' FROM EACH END AND IS' (WHEN OVER 16' IN HEIGHT.)
O.C. MAX. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING
SECURE TO SHEATHING W/
MIN. 2-126 PER BLK EA. END
ARC4WAY DETAIL
16 AND UP
rt�CLOSED VALLEY FLASHING DETAIL
N_T.S_
PRE -ENG TRU55
DOUE3LE TOP PLATE
2x CONTINOUS STIR -E55
f3LoCKING MID WALL
2x 5TUD5 w 16' O.G. MAX
J" T 4 G wBrLooR GLUED
AND NAILE=D AS PER
NAILING SCHEDULE
15T FLOOR STUDS TO
2ND FLOOR STUDS
SIMPSON M5TA-36 w 32'
O.C. MAX
PRE -ENG FLOOR TRU55
DOUBLE TOP PLATE_
2x CONTINOU5 5TRE55
BLOCKING MID WALL
2x STUDS w 16' O.C. MAX
1/2' GYP, WL. BE).
SECURE BT. PLATE TO 5LA5
W/ �'x9' ANCHOR BOLT W/ 2'
WASHER SET IN SIMP60N
HIGH STRENGTH EPDXY 7"
EMBED. MIN.
51MP60N 5P4 w 32' O.G. MAX
r INT, 2 -STORY L.B.W.
SCALE: I/2"=1'-0'
NOTE: NO CHAP w WDW FRAME
TO EXCEED 1/4"
ARCHWAY DETAIL
A CUTAWAY
2 X 4 (MIN 2 X 3) 1-3/16 TAPGON
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE 300
MIN EMBEDMENT 1 1/4')
a' FROM EACH END AND 1a" EXISTING BLK ABV.
O.G. MAX. MIN 1-1/4" EMBEDMENT 1/4' TEXTURED FINISH
2 X 6 (MIN 2 X 3) 2-3/16 TAPCON I/8" TEXTURED FINISH
OR DRIVE PIN (MIN SHANK 51ZE.145
MIN HEAD SIZE .30m 7/16' 058 SHEATHING
MIN FM5EDMENT 1 1/4') 2 X 4 16MAX.' O.C.o.C. MAX
S' FROM EACH END AND 18' (W1 {FN O. 16' X HEIGHT.)O.G. MAX. MIN 1-I/4' EMBEDMENT (WHEN
X 4 (WHEN OVER 16'
2 X 5 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.)
OR DRIVE PIN (MIN SHANK SIZE.148 2 X SOLID F31-K'G w ARCH
MIN HEAD SIZE 300 SECURE W/2 -12d EACH END
MIN EMBEDMENT 1 1/49
8' FROM EACH END AND 18' ATTACHMENT PER
O.C. MAX. MIN 1- 1/4' FMBFpMENT MANUFACTURER'S 5PEC'S.
MTL WDW FRAME
1/4' TEMPERED MA60NITF 'NOTE: NO GAP WDW FRAME
GLUE d NAIL W/ed'5 5'-12' O.G. TO EXCEED 1/4'
IF NFFDFD.
ARCHWAY DETAIL
CUTAWAY
SCALE: 1/2' =1'-0'
ASPHALT SHINGLES OVER
* 15 FELT ON 1/16' 0.5.5.
PRE -ENG TRU55E5 OR PRE -ENG GABLE TRUSS
GONV. FRAMED RAFTERS SPF STIFFBAGK
(SEE 6EALD FNG- PACK FOR
51ZE 4 CONNECTION)
BLOCKING2x4 SPF AT
FIRST WO BAYS4'-0' O. (AT 6HEATHING
SEAM
' O.S.B. SHEATHING OR
CDX PLYWOOD SECURED
CONT. 2x4 SPF RAT RUN
PER NAILING SCHEDULE
-- SECURED W/ (2)]2d'5 w EACH
- TRUS5
2x4 BLOCKINC; UNDER
- (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3)
WALL STUDS SCURF
12d'5 w EACH TRUSS (DIAGONAL
5FTWEEN TRUSS PAYS W/
X -BRACING TO COVER 5-TRU55E5
(3) 126'8 EACH END-
H" GYPSUM BOARD OR
2x DOUBLE TOP PLATE
HIGH STRENC-,TH CLC;.
STUDS w 16' D.C.
BOARD
MTS -12 w EVER STUD
DIAGONAL BRACE w CENTER OF TRUSS SPAN OR HIGHEST RIDGE.
DIAGONAL BRACE TO BF w ANY SPAN 15'-0" OR GRATER RFFFR TO
2X4 BT. PLATE
TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.
0'-0' TO 30'-0" (1) X -BRACE
30'-1' TO 60'-0' (3) X -BRACE (1) X -BRACE w CENTER AND (2)
DORMER
BRACE DIVIDED EaUALY FROM CENTER TO END
8 ATTACHMENT
SCALE: 1/2' =1' -0'
GABLE X -BRACING
SCALE: 1/2'
2x RIDGE ONE SIZE LARGER
THAN RAFTER SIZE
MIN. (3) 12d NAILS OR
MIN. (4) 10d GUN NAILS
Ix6 COLLAR TIE AT EVERY OTHER
RAFTER W/
MIN. (3) 126 NAILS OR
MIN. (4) 10d GUN NAILS
2x RAFTER5
lxa NAILER SECURE To TRUSSES
BELOW W/
(2)12d NAILS OR
(3) lod C4UN NAILS w EA. TRU55
RAFTER TO TRUSS MT5-12
CREATE VOID FOR STRAP
PENETRATION-
ROOF
ENETRATION-
ROOF DECKINC; OVER
PRE -ENG TRU55E5
PRE -ENG. TRU55
ALTERNATE CONNECTION
M6TA-24 RAFTER TO BLK'Ca
BETWEEN TRUSSES
1 16_FRMED ROOF
: 1/2' =1'-®"
0'-0' TO 30'-0" (1)'X' BRACE
30'-1' TO 60'-0' (3) 'X' BRACE
(I 'X' BRACE w CENTER)
(2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END)
FIBERGLASS SHINGLES OVER
IF;, FELT ON 1/16' O.S.B.
(2) 2X4 "2 5YP DIAGONAIL BRACE
W/ 3-12d w FA TRUSS ( DIAGONAIL F -RACE
TO COYER 5-TRU55E5
2X4 BLOCKING FIRST 2 BAYS
AT SHEATHING SEAMS
(2) I0d NAILS EA END /
TO TRUSS
BPF STIFFBACK
(SEE SEAL.D ENCS. PACK FOR
SIZE 4 CONNECTION)
7/16' 055 SHEATHING /
USE 8d NAILS AT
4' o.c. EDGE 4 6' o.c. FIELD
2X4 W/ 3/8' X 5 LAG 032' O.C. MAX.)
oR SIMPSON M5TA-24 w 32' c.c. MAX.
SHEATHING NAILING TO BE
6"-8" O.C. IN FIELD
4" O.C.wALL EDGES W/8d NAILS
2-
END CROSS B1
SCALE: 112'=V-0"
>=IN11al I „ I ANIDING->:
)D F.F.
COMMOM
TRU55 24' o.c.
I/2" DLG. i30ARP
NAIL CONT_ RAT RUN TO
TRUSS W/ (2) 12d w EA. TRUSS
2X4 5YP RAT ADJACENT
TO pIAGONAL BRACE.
DBL TOP PLATE
2X4 STUD 16' O.G. MAX.
11-[5 UPLIFT
SIMPSOM HTSM20
W/10 I0d To TRU-55
AND (4) 1/4' x 2 1/4'
TAPCON5 TO CONT
POURED LINTEL
2350 UPLIFT
(2) 61MPSOM HTSM20
ONE EA. SIDE OF TRU55
OPPOSITE SIDE OF BLOCK
W/10 106 TO TRUSS
AND (4) 1/4' x 2 1/4'
TAPCON5 TO CONT
-POURED LINTEL
PRE -ENG TRUSS
CONTINUOUS
BOND BEAM
TAP CONS
MIN. 2' COVER
2' APART
- "TRUSS ANCHOR RETROFIT
N.T.S.
1211
3/4" FL -T WOOD WITH
LANDING DETAIL 4 12-D GOMI"IONS
NAILED THRU 3/4
FINISH LANDING PLYWOOD INTO
3/4" PLYWOOp F.F. , EACH STRINGER'/
3-2x12 SYF STRINGER D5L 2X12 ----_.,
REINFORCED W/2X4 51=FOLOOR' JOIST
W/CONT. P E AD OF
SUP -FLOOR ADHESIVE _____
FL -400 OR SIMILAR � -
EA HORIZONTAL RUN
SECURE TREADS TO STRINGER
W/(3)#8 3" 5CREW5 Q EA
STRINGER, UNTHREADED SHANK
TO EXTEND PEYOND THICKNESS
OF SUP -FLOOD SHEATHING
NOTF:
STAIRS RISERS TO CONFORM
TO F�3C 200-1
2R+1T=2411-2511
3/1(o" MAX. VARIATION IN RISERS/TRFA1_)5
ADJACENT TO EACH OTHER
3/8" MAX. VARIATION IN ANY RISER/TREAD
HANDRAIL CIRCULAR CROSS SECTION DIA.
TO PE 13/4" +-1/4" OR PROVIDE EQUIVALENT
C-cRASPABILIT1'
WINDERS- MIN. 6" WIDE a NARROW END
MIN. 11" WIDTH e 12" FROM NARROW END
34" MIN. HANDRAIL. HGT.
3(0" MIN, FIN1e1=-I
WINDER DETAIL
2X12 TREAD
CUT TO F I T
---1X8 RISER.
IO" „
LESS THAN 4" TYF.
5ETWFEN 5i='THOLES
II�
(3) 106 CUT NAILS
e 2X4 F.T.
SLEEPER INTO
SLAP -
�HANC
1/2" DR'A'W
IX10 I
I" NOSING
x
STAIR SECTION DETAILS
SCA�.E- 3/4"=1 -011
A R C H ITEC TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6075
FAX: 407-774-4075
www.abdesigngroup.com
AA ##: 0003325
Z�H
Q �
sTlaDiv. L®T-
r_f'USCA
SoUM
LOT X30
]PROJE:CT#
1703.00
MODEL.:
1542"
GARAGE SWING:
RIGHT
]PAGE:
mise.
DETAILS
ARCHITECT-
QTATF OF FLORIDA
10-rc 9�
DATE: 12/23/09
sc :1/4"-1,_0„
SHEET
D 50F