HomeMy WebLinkAboutBuilding Plan• STATE OF FLORIDA
CERTIFIED BUILDING CONTRACTOR
D.R.
HORTON HOMES
1430
CULVER DRIVE NE
PALM
BAY, FL 32907
TEL:
(321) 733-7092
FAX:
(321)
733-7972
• STATE OF FLORIDA
PROFESSIONAL ARCHITECT:
JAMES J. CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Tel: (407) 774-6078
Fax: (407) 774-4078
PLAN REVIEW
DATE I CHECKED BY:
DESIGN CRITERIA:
807
1430
CULVER
DRIVE NE,
PALM
BAY,
FL
32907
Tel:
(321) 733-7092
Fax:
(321)
733-7972
ABBREVIATIONS
• FLORIDA BUILDING CODE,
RESIDENTIAL,
ABV.
ABOVE
LAV.
LAVATORY
5TH EDITION (2014)
A/C
AW•
AIR CONDITIONING
ADTUSTABLE
LUM.
M.C.
LUMINOUS
MEDICINE CABINET
• ALL LOCAL AND STATE CODES
ALT.
ALTERNATE
M.
MANUFACTURER
AMP.
AMPERAGE
MIN.
MINIMUM
• OCCUPANCY -
RESIDENTIAL, GROUP R3
BD.
BOARD
MTD.
MOUNTED
NOTE
• CONSTRUCTION TYPE -
VB
CL
CAB.
CENTER LINE
CABINET
N.T.
N.T.S.
NOT TO SCALE
• MIN. INTERIOR FINISH -
CLASS B
CLG.
CEILING
O.C.
ON CENTER
• BASIC WIND SPEED -
Vult=160 MPH
CLR•
CLEAR
PL
P.B.
PROPERTY LINE
PUSH BUTTON
Vasd=124 MPH
CONC.
CPT.
CONCRETE
CARPET
PH.
PHONE
• EXPOSURE -
C
C.T.
CERAMIC THE
PLT•
ATE
• I —STORY RESIDENCE —
D.
DRYER
PLYWD.
PLYWOOD
DBI.
DOUBLE
PR.
P AIR
• 2-STORY RESIDENCE -
MAX. HEIGHT AS PER LOCAL
D.G.
DUAL GLAZED
P.T.
PRESSURE TREATED
AND STATE CODES
DIA.
DIAMETER
R.
RISER
DIM.
DIMENSION
RAD.
RADIUS
DISP.
DISPOSAL
R A.G.
RETURN AIR GRILL
DP.
DEEP
REF.
REFRIGERATOR
DR.
DOOR
RM.
ROOM
D.S.
DOWNSPOUT
R.O.
ROUGH OPENING
DTL.
DETAIL
S.D.
SMOKE DETECTOR
D.W.
DISHWASHER
S.H.
SINGLE HUNG
EA.
ELEV.A.
EQ.
EACH
ELEVATION
EQUAL
BHT.
SHTHG.
sm.
SHEET
SHEATHING
SHOWER
SUT.
CALL. S
M.
EXHAUST
SDL•
SIMILAR
EXT.
EXTERIOR
SL.
SLIDING
F.G./FX .
FIXED GLASS
SL. GL.
SLIDING GLASS
F.G.
FUEL GAS
STD.
STANDARD
FIN.
FINISH
SWS
SHEAR WALL
IST FLIP, LIVING
1330 SQ. FT.
FIE.
FLOOR
SECTION
2ND FLR LIVING
1493 50. FT.
FLUOR.
FLUORESCENT
SC
SOLID CORE
FR. DR.
FRENCH DOOR
TEMP.
TEMPERED GLASS
TOTAL LIVING
2823Q. 5FT.
FPG,
FOOTING
TIHI.
T.O.C.
THICK
TOP OF CURB
GARAGE
454 SQ. FT.
GA.
GAR.
GAUGE
GARAGE
T.O.P.
TOP OF PLATE
FORGI4
31 5Q- FT.
GAR. DISP.
GARBAGE DISPOSAL
T.O.S.
TOP OF SLAB
G.F.I.
GROUND -FAULT CIRCUIT
Tom•
TYPICAL
TOTAL
3308 SQ. FT.
INTERRUPTER
U.N.O.
UNLESS NOTED
LANAI
80 SQ. FT.
GL.
GYP. BD.
GLASS
GYPSUM BOARD
V.P.
OTHERWISE
VAPOR PROOF
H.B.
HOSE BIB
W.
WASHER
H.C.
HOLLOW CORE
W/
WITH
HDR.
HEADER
WD.
WOOD
HGT. OR HT
HEIGHT
WOW
WINDOW
INSUL.
INSULATION
W/H
WATER HEATER
INT.
INTERIOR
W.I.
WROUGHT IRON
REVISIONS
REV. DATE DESCRIPTION SHEET'
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
THESE PLAN'S,AND All PROPOSED WORK
ARt AUNOCY YO ANY CONNECTIONS
I i3I1I'f'0 i'Y VftW) INSPRO GONG THAT
MAY 08 NEC',fl`:AAY IN ORDER TO
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INDEX OF DRAWL GS
DESCRIPTION
PG CI -COVER PAGE
PG GN-GENERAL NOTES
PG 1 -FOUNDATION PLAN
PG lA-DOWEL PLAN
PG 1B-LINTEL SCHEDULE
PG 2 -FIRST FLOOR PLAN
PG 3 -SECOND FLOOR PLAN
PG 4C-FRONT AND REAR ELEVATION
PG 5C-RIGHT AND LEFT ELEVATION
PG 4C.1-WALL ASSEMBLY
PG 5C.1-WALL ASSEMBLY
PG 7C-ROOF FRAMING PLAN
PG 8- FIRST FLOOR ELECTRICAL PLAN
PG 9- SECOND FLOOR ELECTRICAL PLAN
PG Dl-FOUNDATION DETAILS/SECTIONS
PG D2-MISC. DETAILS
PG D3-1-STORY WALL SECTIONS & NOTES
PG D4-2-STORY WALL SECTIONS
PG D4.1-2-STORY WALL SECTIONS 1-HR WALL
PG D5-MISC. DETAILS
PG WAl-WALL ASSEMBLY DETAILS
PG WA2-WALL ASSEMBLY DETAILS
PG WA3-WALL ASSEMBLY DETAILS
PG WA4-WALL ASSEMBLY DETAILS
PG WA5-WALL ASSEMBLY DETAILS
A R C H IT E C T S
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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160 MPH EXP. C
MELBOURNE
AHCHITECT:
STATE OF FL.OFiIL3A
In
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age: 11 /12 / 16
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Permitting Department
St. Lucie CountY, FL
File CoPY
GENERAL NOTES
7.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
C. SOUTHERN PINE INSPECTION BUREAU:
I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH
8.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
D. TRUSS PLATE INSTITUTE:
EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10.
I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07)
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS;
9.
EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE.
E. APA-THE ENGINEERED WOOD ASSOCIATION
I. ENGINEERED WOOD CONSTRUCTION GUIDE
A. FLOOR LIVE LOADS R301.5 (PSF)
10.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
I. SLEEPING ROOMS
30
I. ATTICS W1 STORAGE
20
11.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO.
III. ATTICS W/OUT STORAGE
10
OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING
Fb = 1,500 PSI Fv = 175 PSI E = 1,600,000 PSI
IV . POOLROOMS
IV
75
40
JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
V. BALCONIES AND DECKS
STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS,
VI. STAIRS
40
12,
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
HEADERS, AND POSTS.
VI. ALL OTHER ROOMS
40
B. FLOOR DEAD LOADS R301.4 15 (PSF
C. ROOF LIVE LOADS R301.6
I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014)
D. ROOF DEAD LOAD (PSF)
I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10)
II. CONCRETE TILES 25 (TCDL 15 & BCDL 10)
E. WIND LOAD CRITERIA
I. BASIC WIND SPEED
11, EXPOSURE CATEGORY
III. WIND DIRECTIONALITY FACTOR (KD)
IV INTERNAL PRESSURE COEFFICIENT (GCPI)
ENCLOSED BUILDINGS
V. RISK CATEGORY
VULT=160 MPH, VASD=124 MPH
C
0.85
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 WIND BORNE 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, 5TH
EDITION (2014).
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 FOP, 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.
10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1.
11 THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2.
12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3.
GARAGES AND CARPORTS
1. GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
2, PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES
SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK,
OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014).
3. PER FBCR 5TH EDITION (2014) R302.5.2: 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 V MIN. RIGID
NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: 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'/ -INCH GYPSUM BOARD OR EQUIVALENT.
SITE WORK
1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE
IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE
CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON
AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED
OTHERWISE.
4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/2 THE HORIZONTAL DISTANCE FROM THE
NEAREST EDGE OF THE FOOTING.
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 318-11.
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 AND PROVISIONS OF R402.2.
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/"
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION
UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/".
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.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) 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 FBCR, 5TH EDITION (2014), 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 SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD, 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE
STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTERAT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE APA RATED'/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING
WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING.
MASONRY 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH
PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD
SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500
PSI,
3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
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.
4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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
5, MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982.
VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN '/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF
FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSI/TPI 1-2007 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.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA
ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014).
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENI S OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR
PAINTED WITH A CORROSION RESISTANT POLYMER PAINT.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS
HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE
MANUFACTURER IN THE LATEST CATALOG.
REINFORCING STEEL 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014).
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, PLUMBING
ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS.
3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX.
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 PER SECTION R506.2.4 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
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 26"
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND
HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
I. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
I. #11 AND SMALLER 3/"
D. BEAMS, COLUMNS:
I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE
APPROVAL OF THE ARCHITECT.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014),
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH
EDITION (2014).
EXTERIOR WALL COVERINGS
1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR
COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS
SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER
PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 3 COATS, 5/8" THICK,
WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-122.
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 R302.7. CONTROL DATE: 07/15/15
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078w. wwabdesigngroup.com
AA #: 0003325
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FEB 1 2p11
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NOTES:
- VERIFY CONDENSER PAD LOCATION WITH SITE PLAN
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MEET PROVISION OF SECTION R311.3.1 OF THE FBCR 5TH
EDITION (2014)
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TAP -CONS
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NOTE: MAIN COND. DRAIN 3/4" DIA.
OVER HEAD a 12" FROM STRUCTURE
A R C H I T E C T S
Design
Grou Inc.
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www. abdesigngrou p.com
AA #: 0003325
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MELBOURNE
ARCHITECT
STATE_ OF FLORDA
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A R C H IT E C T S
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DOWEL LEGEND
-CONT. VERTICAL DOWEL
TO LINTEL COURSE
1 N. RONALD RE:AGAN BLVD.
LONGWOOD, Fl_ 32750
PH: 407-774.6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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STATE OF FLORIDA
11
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SCA X: 1/4"=1' 0"
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NOTE: THE LINTELS MAY BE'. SU55TITUTEZ)
WITH LINTELS I=ROM ANOTHER MANUFACTURER
AS LONG AS THE LINTELS ARE OF EQUIVALENT
OR GREATER CAPACITY THAN THE VALUES STATED
(2) 3052-5H
4C^ST-4C*V4ETt LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
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L 1
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A R C H I T E C T S
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-77"078
FAX: 407-774-4078
www.abdesigngroup.com
AA # A003325
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STATE OF FLORIIDA
I,A TM 11/12/16
File Cope
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE 1=Ro
SNOW SPEED TOPOGRAPHIC DESIGN WEATHERING° FROST LINE tERI
LOAD(MPH) EFFECTSk GATAGORYr DELP`
NA 160 G NA NECsLICxABLE NA VERY
FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING: FINISHES SI-4ALL ACCORDANCE WITH SECTION NBC R302.9BE
.1 THROUCsI-{ FBG R302.9.4
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5F IN
ACCORDANCE WITH SEGtION FBG R302.10.1 THROUGH FBG R302.10.5
❑e
WINTER
DESIGN
ICE BARRIER FLOOD
UNDERTLAYi"IENT HAZARDS 9
AIR
MEAN
s
MP
REQUIRED"
FREEZING
INDEX `
ANUAL
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42
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NA
NA EXTERIOR MASONRY
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STAIR DATA —
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15 TREADS * 10'
+P NOSING I 1
BOLLARD STUDS 0 16' O.G. PER
AS REQ. OSHA TITLE 29 CFR
PER BLDG. PART 1926 SUB PART
CODE M - FALL PROTECTION
I926.501(15) (14)
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— — — — — — — PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF
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2'-41
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COMA01_ DATE 07/OBhS If
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A R C H I T F C T
Design
GI U inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngro up.com
AA #: 0003325
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ARCHITECT.
ATE OF FLORIDA
JAN 19
11/12/16
iJili 1/4"=1'— 0
UT
2
File COPY
THE CLEAR SPACE IBETWEEN THE
HANDRAIL AND THE WALL SHALL 5E 2
HANDRAIL a 36"
HANDRAIL A 36'
W/ 2X4 RE-INEOF
NOTE -
HANDRAILS 51HALL HAVE EITHIER A CIRCULAR
L----------------------- II
NOTE:
2-5 LOUV. DOOR W/ AIR 14ANDLER
ON METAL STAND OR 2-8 SOLID
DOOR W/ RETURN PLENUM AND
RETURN AIR GRILLE
GROSS SECTION WITH A DIAMTETER O1= 1 3/4"- 2" OR
A NONCIRCULER CROSS SECTION WITH A
PERIMETER DIMENSION OF AT LEAST 4" BUT NOT
.T ne
MORE THAN (o 114" AND A LARGEST CROSS SECTIONIL
DIMENSION NOT EXCEEDING 2 1/4". EDGES $HALL 0 z
HAVE A MINIMUM RADIUS OF I/8"
�m
HANDRAIL DETAIL
SCALE: 3/4" = I' -+a"
(2) LAYERS OF 3/4' PLYWOOD —
OR (2) LAYERS OF 3/4" SUES
FLOOR MATERIAL RIPS POR
SOLID NAILING
SECURE TREADS TO STRINGER 3/4' ttCs SUB FLOOR
W/(3)NS 3' SCREWS s EA GLUED E SCREWED
STRINGER, UNTHREADED SHANK PER FASTENER
TO EXTEND BEYOND TI HGKNESS SCFIEDULE
OF SUB -FLOOR SHEATHING zzz
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EA HORIZONTAL RUN
2 X 4 RE-INFORCING
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SECURE W/12d 6"-S' O.C.
i
4 ATTACHED W/10d
MASONRY NAILS P.T. STAIR SECTION
SLEEPER INTO SLAB AM WITHIN 8'
OF EACH END, 32' O.G. MAX. B r:
10-0 3/4" 2ND FIN. PLR.
8'-8" 5R3. HGT.
STAIR DATA:
16R a 1.54"
15 TREADS 6
10"+ I' NOSING
STAIRS RISERS TO CONFORM TO FBCR 5TH
EDITION 2014
MIN. TREAD=10' MAX. RISER-? 3/4' 3/16'
MAX. VARIATION IN RISERS/1 ADS
ADJACENT TO EACH OTHER 3/0' MAX.
VARIATION IN ANY RISER/TREAD HANDRAIL
CIRCULAR CROSS SECTION DIA. TO BE 1 3/4'
+-V4' OR PROVIDE EQUIVALENT
GRASPA51LITT WINDERS- MIN. 6' WIDE
NARROW END MIN 11" WIDTH ® 12' FROM
NARROW END 34" MIN. HANDRAIL HGT.
0'-0' FIN. PLR
A R C N IT EC T S
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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A#RC HnECT.
STATE OF FLORIDA
DAT]C11/12/16
STD. CALCS - OFF -RIDGE VENTS ONL"r
AREA OF ATTIC = 1813 SQ. FT.
NET FREE VENTILATION AREA REQUIRED = 1/300
REQUIRED VENTILATION AREA = 1813 /300
= 6.04
VENTILATION AREA X SQ. INCHES PER FT. (144) = 870,24 SQ. IN.
MIN. REQUIRED VENTILATION _ .5X 870.24
I N UPPER PORTION OF ATTIC ,
435.12 SQ. IN.
OFF RIDGE VENTI LATION AREA = 115 SQ. IN. PER VENT
435.12 /115
TOTAL# OF VENTS REQUIRED = 3.78365
TOTAL# OF VENTS PROVI DED = 4
*AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG
(EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED)
V-28'-1" BLDG. HGT. _
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A DECO. DETAIL
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d N. RONALD REAGAN BLVD.
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PH: 407-774,6078
FAX: 407-774 4078
www.abdesigngroup.com
AA #: 0003325
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1441 N. RONALD REAGAN BLVD.
LONGWOOD, FI- 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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DA E. 11/12/16
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PH: 407-774-6078
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DATE: : 11 12 16
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PH: 407-77"078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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CONNECTOR
SCHEDULE CONTROL DATE. 01-OD-17
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES. JUPLIFT
GRAVITY
FASTENER
META-16
mm
HTA 16-Is
Is2b
(W Red x 1141 I-F4Y, (6) Isd 2-MY, 010% (WU Wd X 1 In' - NO * d OPTCW
f2) META -Is
ME
(2) HTA 16-Is
Sam
(I0) IM x 1 In' 1-1-LY, (VDR (10) Wd x I In')
201D
(14) 16d 2-PLY [UDR NO Vid OPTCW
HE-TA-16
Isle
HTA 16
IDTe
(W 10d x 1 1n' I -PLY, (W 16d ]-PLY UDR (10) IOd x I In', NO Yd OPTION
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low
HYA 20
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>
c'
(2) HETA-20
20M
(2) HTA-20
32M
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P,MBO
(0) Ibd 2-1'LY fUOR. NO Rd OPTCW
Z
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21b0
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DETAL-20
2480
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2490
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3'565
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H6r-3 a
U3b30
HU6i-3
9560
(213/4' 4rR N HHW O1IEVGTH EPDXY MN. Q' EIDEDI, [Is) led M WO7D (YSP, WOOD (I110d1
L4T3-8D82b
32M
LUST.3
Aln
(12) SOB I/4•x3' TO OND6R (4) 3R• x B• TI TEN HD TO WALL. (UW% CONG (4) 3W X S' W PW OMr. WOOD (Q) W22W
LTA]
120 PARALLEL. TO WALL
OIs 1`ERPENDIOIL/W TO
WALL
LPTA
DUD
(10) 10d x 1.14' (U(W) Lo 6P. (d x I In'
K3r
4040
NO USP CONVERSION TOR DIMP& N VOT
(N M' ATR IN HIGH STI LOTH EPDXY MN Q• EIEED), (I6> 006 V4')3' TO DOOV
(2) NET
TW6
I
NO LDP CONYERSCN
FORT SIMPSON
(2) VW)
(2) DW ATR N H W4 STIE)NW14 EPDXY MN. Q' EIDEW, (a21-006 INPX3' / 2 PLY
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1110-i0
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HM-24
Hbe
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LGTA42 -
Nb
LSTA 12
630
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L6TA-Is w
12M
LOTA Is
1235
(14) Wd USP, (14) led
META.10 as
DID
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1640
MOTA-24
1640
(Is) Isd UDP, (IW 10d
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MWrA-M w
20D0
MBTA-A6
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(22) Wd UOP: (22)Ind
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lobe
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MSTI-M
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44M
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4160
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USP HA6 MORE NAIL OPTON& eM) Rd, (]W 10d x I -In', (]O) lid x 2 In'
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ATR N HIGH WPONa I4 EPDXY, MN 6.Tb' E BME MT) N CMLL PALE. (Ib W1d TO WE
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PAC4Q (WOOD)
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MOD MR)
NU64QE
3060
7110 (FLR)
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32ib (ROI'P)
332b (ROOF)
Z
Q
WUC410 (cm)
Ul00
4WO
904M P
b000
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2
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USP (20; W*' TAPPEOk (M x TO UOOO
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4V30
pp'D
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USP (4) 3/N X i' r.: W63 LLOOp0011i1D
HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECTEIONMR OF RxORD FOR UR ITTEN APPROVAL PRIOR TO 6UE6TYiUrMO FOR O MILAR EPDXY PRODUCIV OIB USP - CIA ADHESIVE
AVCFbRING BYSTEMD
. WHERE ANCHOR ET'IDEDrMt 10 GREATER THAN I' DEEP. THE vERTIOAI. CELL IN OMW. WALL MOOT DE PILLED SOLID x/ GIgJUT.
«« IOd COMMON NAILO CAN GE BUEO11 UTEO UM Wd x I In' NAILS N CQNAAIGTCN (P'TH A 23% WDUCTIM IN 11-M ALLY Am a LOAD. LLRTTEN APPROVAL FROTHE ARCHITECT 16 R'E WIED POR 11410 APPLICATION
PRIOR TO N111TALLA1I01
V)
. iMISIMN FMBE IIENr INTO THE TOP OF A OLNDDENI WILL EE b', MN6WM E'R WMENr INTO THE FOUNDATION WLl M T
W
H
ATR - A-3W ALL THREAD RW (BITE, PROTECTION TYPE, LENGTH, Etc. VAR";
Z
DEGANIBE 6 THE UPS VARIETY OF MATERIALS, LOCATIONS, AND CONDIi1ON6 THAT MAY AFFECT CQNCGiORl, THE CON1RACt0,R FWOT $ REBRTU2lELE FOR MAKING SURE 1YAAr THE PROPER COIRROBION F'RDIEGTICM
16 USED.
04 N USING OTAINLEIM STEEL CONNECTORS. USE STAN.-Eft STEEL FA61EN6'RS. W rg USING MAX / HOG CAI-.VANIXED CONNECTORS, USE EASTIJN GALVANIA D PER ASTY-Ab3
UDE a tDO-ANBICN ANCHOR!" WLL GE EVALUATED ON AN NOIVC&AL 5A610 AND r?.,`T HAVE uMrEN A"NROVAL TROT TFIE ARSC 4=-CNENCPDEEO O• RECORD PRIOR tO USE.
ALL CONNECTOR VALUES SlAOED ON OPTPDCM 'IUOOD CONSTM=ICN CCNECTORS C --1^ O'-' -'G- U-IESRTANT CONOTR)CTION FLHWCAOD, AND ANC44OSNS 4 FASTENING 9TW1r0 POR CONOETE 4 MASONRY
CATALC C-SAS-M2 4USP OTRUCrW2 CONNECTORS 2010-2016.
HEADER SPAN CHART
SINGLE
STORY APPLICATION
SIZE
CLEAR SPAN
D5L 2
x (b
UP TO 51-4"
D5L 2
x 5
5'-411 TO 1'-0"
051.- 2
x 10
1'-0" TO 1011-011
D5L 2
x 12
10'-0" AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
D5L 2
x 6
UP TO 5'-0"
D5L 2
x 5
5'-011 TO 6'-4"
D5L 2
x 10
6' -4" TO W -0"
D5L 2
x 12
8'-0" AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
8'-011
U.N.O.
4'-111/2'
-t,_ II I/2,
AND UP
NUMBER OF HI=ADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
Fh'
2 x 12
2 SYP)
/16" 055
NAIL (3) 12d 6 611-6" O.C.
TYP. 2x12 BM./HDR.
1. HURRICANE STRAP5 TO 5E MANUFACTURED 51rSII`?PSON STRONCz-TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL BE MI=TA-16
* STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL 5E HETA-16 AT 32" ON CENTER
MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE
SHALL BE HETA-16 AT 24" ON CENTER MAX.
* TRUSS TO WOOD FRAMING SHALL BE MT5-12
3. TRU56 TO TRUSS CONNECTIONS AND HANGERS SMALL BE DESIGNED AND SUPPLI3=D BY
TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART E MINIMUM WALL 8 HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA.
END. CUT PITCH 4 BEVEL TO FIT TiGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS 5EARING.
5.9ROVIDE DRAFT STOPPING IN FLOOR TRU55E5 AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
c3.REFER TO DETAIL 5 SHEET M4 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS E
DETAILS.
PRE:
FLR.
FIRE
DRAFT STOP
L_— --
2X4 NAILER
FOR DRAFT
STOP
ELEV. VIEW
1
PRE-ENG. FLR. TRUSS ,
3/4' PLYWOOD
DRAFT STOP
1
I
PRE-ENG. FLR. TRUSS
2X4 NAILER FOR
DRAFT STOP
3/4" PLYWOOD
DRAFT STOP —
PLAN VIEW
DRAFT STOP
DETAILS
(2) I" (ETA-
(2) I"iETA-
GABLE END
5RACINCx
SEE DTL. '4'
e"EBT D2
RANEY 09/29/15
(2) 2X12 SM. TO
6X6 POST (2) MSTA-24 4 (1) HT5-16
POST TO SLA5 A5U66 (TYP. 2)
v
G9
(2) META-Iro
2X6 LEDC%ER
SECURED W/
V X 6" LAG BOLT
W/ 2' DIA. WASHER
24" OC
SV
Q
LU
ARCHITECTS
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7744078
FAX: 407-7744078
www.abdesigngroup.com
AA #: 0003325
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LEFT
PAGI :
FRAMING
PLAN
160 MPH EXP. C—RANEY
MELBOURNE
r. A#RCHMECT:
STATE OF FLORIDA
11/12/16
I BCALIC: 1/4"—V-0" I
:File Copy
CONNECTOR SCHEDULE ICON"fliVLDAM O1-p-11
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES. JUPLIFT
GRAVITY
FASTENER
META-16
Mw
µTA I6-16
1676
to 0d x 1 ln' I -PLY, (6) IM 2-PLY, (USP. (m) 04 x I W' - NO 16d OPTION)
[2) r WA-N
Flo
A/ PTA WAD
2b00
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201p
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W-TA-16
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1810
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1$TA-20
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1610
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(21 NEtA-30
20M
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9]30
(m) Wd x I In' I -PLY UDR (10) I0d x I In'
20w
(12) I6d 2-1-LY (IN% NO I6d OPTION)
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200
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24M
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396b
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4116
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µEta
10680
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H6r-3 a
11030
11UGT-3
9N0
r2) 3/4' ATR N HIBI-I DT1B70TP EPDXY /MK O' EPIDEC), f W lOd t0 WOOD (UDR WOW (W Wd)
Ldt3-8D62b
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LLot-3
MID
ftl) WO 1/4'x0' TO GIRDER (4) 3A' x b' rrrEK PO TO WALL fU61^, LONG (419N x b' UEOGE BOLL, WOW Nl W!]b)
LTA2
Om PARALLEL TO WALL
17m PER-MOICA AR TO
WALL
LFTA
00
(0) 10d x I-1,2' [USP, (10) 10d x I In'
V T
4940
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(1)50' ATR N W104 WMVOT14 EMO (MK tl• EMBED), r16Y8D8 V4'X3' TO UIDOD
(2) vaT
1100
NO LOP CON%emloN FOI! 61MPBON (21 V6T1
(2) WW ATR N 1404 OTIREPY111 EPDXY (MK III' MOW). (32)-DD8 IW;G' 13 RT
MTbO
1000
MTW 12
71D
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1460
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1640
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(IW I0d IAM r181 0d
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MOTA-30 w
2000
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20"
(22) 0d USP+ (22)10d
MDTA.36 w
20150
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206b
(26) 0d 116P, rdw od
F
MeV-36
3500
KBT1236
3880
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V)
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Kr81 246
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µCP2
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800
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KIT 4 NDU4
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No
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118R 501 ATR MK 1' EMBED Wr N W04 STIM43T4 EPDXr, (01 W03 WOOD 9CFeA
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Ln
LTTB w
LUC
LTS B
120D
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M
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LTT20B w
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IM
(U In' ATR K PTW BTIiE[GTN M-OXT, MK 1• EMBEDJ N CONC. [ WAOd TO WOOD
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I8 40ED.
U4!N USN, 6TAINLE68 8TEEL CONNECTOR, UBE 6TAINLE06 "IlL PADTE'IE1S6. Y14EN USING 2T'IAX / WM OALVM= CONNECTOR, USE FA611NIM GALVMN PER AM-AW
USE OP EWANBIGN MICHOM WLL GE EVALUATED 01 M NDI VIDLAL MANS AND MUST PAVE WMrrMl APPROVAL MSDT THE ARCHREG 01E?4111 R 02 ECORD PRIOR TO USE.
ALL COWECrOi VAI1lE8 GASES ON 81PPSCN'WOLO C.CNOTRICTICN CONNECTORD 0-121101' .'HIGH YID-IE646TAN- CONO""LO?ION F-C-WIIWW", AND A40401111M 4 PAOMM SYSTEM MR CAE 4 MABONRT'
CATALOG _OM-2012 4 USP 6TA)CMRA- CONNECTORS 201b-20I6.
HEADER SPAN CHART
SINGLE
STORY APPLICATION
SIZE
CLI=AR SPAN
D5L 2
DBL 2
DBL 2
D5L 2
x 6
x 8
x 10
x 12
UP TO 5'-4'
5'-4" TO 7'-0"
-1'-0' TO 1011-0"
10'-0" AND OVER
TLUO STORY APPLICATION DOLUN STAIRS
SIz1=
CLEAR SPAN
D5L 2
D5L 2
DBL 2
D5L 2
x 6
x 8
x 10
x 12
UP TO 5'-0"
5'-O" TO 6'-4"
6'-4" TO W-0"
6-0" AND OVER
FRAMING NOTES:
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM LlEAD3=R SPAN (ft.)
UP TO
5'-0" TO
51-0"
UN.O,
4'-11 1/2'
11 I/2°
AND UP
NUMBER OF DEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENCsTH STUDS
2
AT EACH END OF HI=ADER
I
3
1. HURRICANE STRAPS TO RE MANUFACTURED BY 5IMPSON STRONG -TIE OR EQUAL, U.N.O.
2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
* TRUSS TO MASONRY/CONCRETE SHALL BE META-I(o
* STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HETA-16 AT 32" ON CENTER
MAX. STRUCTURAL RIM BOARD LU/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE
SHALL SE HETA-Iro AT 24" ON CENTER MAX.
* TRUSS TO WOOD FRAMING SHALL ESE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
TRUSS MANUFACTURER.
4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART 4 MINIMUM WALL 6 HEADER
STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
6. MIN. 2X4 HIP CUT BLOCKING SECURED LU/3-10d GUN NAILS OR 3-126 HAND DRIVES m EA.
END. CUT PITCH k SEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
1. EXTEND AND ATTACH WALL SHEATHING f=A5T FLOOR TRUSSES TO TOP OF TRUSS BEARING.
S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
9.REFER TO DETAIL & SHEET D4 FOR i-STORY INTERIOR LOAD BEARING LUALL STRAPS E
DETAILS,
TRUSS TO 4X6 5J3
POST
W/ (2) MTS-12
POST TO BLK W/ 5J5
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BJ5
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BJI
A R C H I T E C T S
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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FRAMINTG
PLANT
60 MPH E . C-RANEY
ARCHITECT:
STATE OF FLORIDA
11 /12 /16
SCALE: 1 /4"= V - 0"
File oY
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
-0
125Y OUTLET
20 AMP SINGLE POLE
19
110v OUTLET
110v OUTLET
1/2 0-OUTLET WIRED
to WITCH
Gm
110V OUTLET
EQUIPED W/GRND FAUL
INTEIe)PrER (TAMPER
RESISTANT TYPE)
220V OUTLET
(4) WIRE CONNECTION
Ulf
rXr. WATEI>8°ROOF
RRUPTERT
GFI
OUTLET
ININ
SWITCH
SWITCH
3-WAY OPER.
64
SWITCH
4-WAY OPER.
WALL MOUNTED
LIGHT
CEILING LICsHT
\Q1 VP
PROOF
LA
IGHT
)
J
RECESSED CAN
WALL 60ONGE
PRE -WIRED
VENT. FAN
I CFm PER $a Fr.
VENT. FAN
W/LIGHT
I CFM PER SQ. FT.
V
FIXTURE
(6PEc'6 TBD Br
PLUOSCENT
2 wR 4m
LIGHT
ARouND
2'FLUORESCENT
4' FLU0 ESCETIT
p
4' TRACK LIGHT
--Q--r�--n�
IIm II
PANEL
METER
/mi"m
SMOKE DETECTOR
W/ HARDWIREE
WALL MOUNTEP
BAD. 5-UP
SA.
6M04E DETECTOR
W/ PA�WI
@S, BACK-UP ACK , J{L� yP L/-LLP L/
5/GO
CAF43M MONOXIDE
6MOKE DETECTOR
HARDWIRE
LATER -CONNECTED
SHALL BE A DISTANCE
COMBO
or NOT LESS THEN 4'
PROM WALL
PENDANT LIGHT
NATURAL GAS
OUTLET
�►
TELEPHONE JACK
WATER HEATER
TO BE ELEVATED
DISCONNECT
IN. 18'
A/G
AIR CONDITIONM
D18CONNEGT
N❑.
TELEVISION JACK
CEILING BOX REQUIRIEC
OJ-BOX
TO ISE SUPPORTED IN
ACCORDANCE W/ BOX
MARLED AS SUCH FOR
IN6PECTION
CEILING BOX 5!EQUI
TO BE SUPPORTED IN
CEILING FANLIGHT
ACCORDANCE W/ eOX
MARKED AS 6UCH FOR
INSPECTION
FLOOD LIGHT
OPT. SECURITT
KEYPAD
I--❑' P.B.
PUSH-BUTTON
FOR CHIMES
f-4�;+
USB PORT
NOTES:
• LOCATION OF TV JACKS 4 PHONE OUTLETS
FANS TO BE VERIFIED ® HOMEOWNER
PRE -CONSTRUCTION MEETING:.
• ALL RECEPTACLES IN ALL HABITABLE
ROOMS TO BE ARC FAULT PROTECTED PER
ELECTRICAL PROVISIONS OF FBCR 5114
EDITION (2014).
• 20 AMP DEDICATED LAUNDRY CIRCUIT.
* GFI a ISLAND (NOT ON KITCHEN CIRCUIT)
• DISHWASHER DISCONNECT TO BE LOCKOUT
IN PANEL
• BATHROOM EXHAUST FAN TO HAVE MIN.
CAPACITY OF 50 CFM INTERMITTENT PER
ELECTRICAL PROVISIONS OF SECTION
M15073 FBCR 5TH EDITION (2014).
• LAUNDRY ROOM RECEPTACLE SHALL BE
GROUND FAULT CIRCUIT -INTERRUPTER
PROTECTION FOR PERSONNEL ON FEEDERS
• WIRING: METHOD SHALL BE NON METALLIC
CABLE PER ELECTRICAL PROVISIONS OF
FBCR 5TH EC;? (2014).
• ALL WORK TO COMPLY WITH ELECTRICAL
PROVISIONS OF THE FBCR 5TH ED (2014).
• ALL LAMPS SHALL BE SELECTED BY
BUILDER AND 159' OF LIGHTING MUST BE
ENERGY EFFICIENT TYPE PER F.BG ENERGY
CONSERVATION (RESIDENTIAL ENER3r
EFFICIENCY) 2014, 5th EDITION R404.1
r1
METER
FIELD
VERIFY
LOC.
_ I
I
I
1
OPT. ---------------
COACH
LIGHT
FIRST FLOOR ELECTRICAL PLAN
PROVIDE SO-D "QO"
PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K
LOCATION GARAGE RATING MAIN: MAIN BUS RATING:200 AMP LUGS ONLY MOUNTING SURFACE
CKTS
LOAD DESCRIPTION
BKR
WIRE SIZE
CKT.
NO.
WIRE SIZE
BKR
TRIP
TRIP
AIR HANDLING UNIT
60
6
1 12
8
35
CONDENSER
AIR HANDUNG UNIT
60
6
3
4
8
35
CONDENSER
RANGE
50
6
5
6
10
25
WATER HEATER
RANGE
50
6
7
8
10
25
WATER HEATER
CLOTHES DRYER
30
10
9
10
12
20
CLOTHES WASHER
CLOTHES DRYER
30
10
11
121
12
20
LAUNDRY RECEPTACLE
GARAGE LIGHTS AND RECEPTACLES
20 GFCI
12
13
14
12
20
DISH WASHER
DISPOSAL
20
12
15
16
12
20
REFRIGERATOR
SMOKE / CARBON MONOX. DETECTORS
20 AFCI
12
17
18
12
20
EXHAUST HOOD / MICROWAVE
KITCHEN APPUANCE RECEPTACLES
20 GFCI
12
19
20
12
20 GFCI
KITCHEN APPUANCE RECEPTACLES
DINING ROOM RECEPTACLE(S)
20 AFCI
12
21
22
12
20
TOILET ROOM RECEPTACLE(S)
TOILET ROOM RECEPTACLE(S)
20 AFCI
12
23,24
12
15 AFCI
OWNER'S SUITE LIGHTS AND RECEPTACLES
BDRM. #2 UGHTS AND RECEPTACLES
15 AFCI
14
25
26
14
15 AFO
BDRM. #3 LIGHTS AND RECEPTACLES
BDRM. #4 UGHTS AND RECEPTACLES
15 AFCI
14
27
26
14
15
IRRIGATION CONTROLS
BDRM. #5 LIGHTS AND RECEPTACLES
15 AFCI
14
29
30
14
15 AFCI
BDRM. #6 UGHTS AND RECEPTACLES
UPSTAIR UMNGAOFTS
15 AFCI
14
31
32
14
15 AFCI
GENERAL UGHTS AND RECEPTACLES
GENERAL LIGHTS AND RECEPTACLES
15 AFCI
14
33
34
SPARE
SPARE
35
36
SPARE
SPARE
37
38
i
SPARE
SPARE
3940
SPARE
NOT
A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED.
B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED
IN THE 75' COLUMN.
C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED
CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES.
D. PHONE & DATA WIRE TO BE CAT 5
E. CABLE TV WIRE TO BE RG 6
F. MAIN BREAKER TO HOUSE TO BE 22 K AIC.
G. MAIN TO ALWAYS BE LOCATED NEXT TO METER.
OUTLET
FOR VENT
OR MICRO
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP
(NEc coDE •D2)
HOUSE PLAN: MODEL "ELLS"
LOAD INFORMATION
VA
2807 9QFT GENERAL LIGHTING XS VA PER SQPT
8421
2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA
3000
1 LAUNDRY CIRCUIT
1500
1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
1 WATER HEATER
4500
1 DISHWASHER
1200
1 CLOTHES DRYER
6000
i DISPOSAL
500
1 MICROWAVE
1500
1 REFRIGERATOR
1200
1 IRRIGATION PUMP
2640
SUBTOTAL OF GENERAL LOAD
41481
FIRST 10 KVA OF GENERAL LOAD AT 10OX
10000
REMAMDER OF GENERAL LOAD AT 40% 30960 VA x .4
12584
TOTAL NET GENERAL LOAD
22684
3.6 TON HEAT PUMP (W/ 6KW EMERGENCY HEAT STRIP)
21 AMP x 240 VA-
3.6 TON COOLING SYSTEM 40 AMP x 240 VA=
* 9600
NET GENERAL LOAD
22684
NET TOTAL HVAC
9600
TOTAL LOAD
32184
CALCULATED LOAD FOR SERVICE
82184 VA/240 V- 134 AMP.
160 AMP SERVICE
*WORST CASE SCENARIO - HIGHEST HVAC LOAD
USED FOR CALCULATIONS.*
NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE
ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS.
IE ,O AMP ELECTRICAL RISER
NOT TO SCALE.
GENERAL NOTES:
A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL
COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH
EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER
COMPANY REQUIREMENTS.
B. ALL CONDUCTORS SHALL BE TYPE T+ H-IN/THWN UNLESS
NOTED OTHERWISE.
POWER COMPANY
TRANSFORMER
GRADE
PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX-�
ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN
1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3
0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC
CONDUIT UNLESS SERVICE IS PROVIDED BY THE
ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC
COMPANY IORIOR TO BID.
r
NEUTRAL CALCULATION:
LIGHTING, ALLIANCE, LAUNDRY LOADS: 14,253 VA
3000 VA a 100%, REMAINDER a 35%
NET LOAD: 6,,949 VA
RANGE: 12,000 w -t0ge 8,400 VA
DRYER: 5,000 a -to% 3500 VA
TOTAL 18,849 VA
NEUTRAL AAPACITY: 18,489 / 240 = -18 A
+'2 AL MINIMUM NEUTRAL CONDUCTOR
PROVIDE 3 01 CU, 1 % CU GND 2" CONDUIT OR PROVIDE
3 "2/0 AL, 1 04 AL GND IN 2" CONDUIT.
(CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHANG.)
COMBINATION SERVICE 150 AMP
DISCONNECT SWITCH AND 120/240 VOLT
ELECTRIC METER IN I PHASE
NEMA 3R ENCLOSURIE MLO
M O
PANEL
150A/2P
MCB
TELEPHONE SERVICE
ENTRANCE
EQUIPMENT
INTERSYSTEM BONDING:
TERMINAL AT LOW
VOLTAGE CONNECTIONS
GABLE TELEVISION
SERVICE ENTRANCE
EQUIPMENT
104 CU SERVICE GROUND CONNECTED TO
CONCRETE ENCASED FOOTER STEEL PER
ELECTRICAL PROVISIONS OF THE FBCR 514
EDITION (2014)
5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD
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.a bdesigngroup.com
AA #: 0003325
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LEFT
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ELECTRICAL
PLAN
160 MPH EXP. C
MELBOU NE
ARCHMECT
STATE OF FLORIDA
2 /16
1 93CATA& 1/4"—l'-0" 1
File COPY
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ELECTRICAL
PLAN
160 MPH EXP. C
MELB011N
File COPY
(I) 06 REBAR VERTICALLY W/ OCNC.
POUR Or1
SEE ENERGY vv
FOR B7 CLI 16' O.G MAk
NSULATI SECT BO TE T W!
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1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING -----J
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UDS II MAX
WELL-CCMPA.CIED GLEAN AD O= GARAGE SECURE P.T. BT. PLATE TO SLAB W!
0)'9 REBAR ON CHAIRS 4' 14- I FILL TREATMENT SHALL BE SECURE BOTTOM PLATE TO STUD W! SEWI BO roM PLATE TO STUD W/VARIES WITH R..OPE SECUREMASOKI NAIL • 9A O.C. MAX
THICKEN EDGE CAf 6MIPSON 1&1032' Or- MAX 61MPBON SP4632' O.G. M
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NOT-^—OU ANSION lu .
w W a �/''•'. rA 6 UIIAXWI.4® WIM
z.O .. 4 - °>-MIL PCi LENS VAPOR
L C - Q > .. A .a LL-COMPACTED CLEAN
4' 1 W/ 6'X6' WL4X11fiA ®...' • ° - a" 'y .•e TER"ri TREA7MENT SHALL BEOV 6-MIL VAPOR w 4' W/ 6'X6' WI:4XWIA r 4• CONC. REINFORCED UV 6'Nb' WI4CUL4 CON4 REINIPaRGED IW 6'xw WIAMN4 Sn.ARDER WELL -COMPACTED ci_rm a 4' 'xb' WL4,WAV IUUT GN tk FI FTTESFi ON 6-MIL. VAPOR . I OR FINER" W ON 6-MIL. VAPOR OR FIBER"E61-1 GN 6-MIL VAPOR.. 1REATMENT TO Ee } - VAPOR RETARDER L j ER ON DELL -COMPACTED GLEAN t RETAr�ER GN YELL�.OMPAGT€L1 CL TARDER ON LZI-L-c01'TPAGTED GLEANARE APPLIED At FRAMMG.FILL TERMITE F TERMITE TREATMENTTO BE FFFILL. IERMIrE TREATMENT TOBE L ERMITE TREATMENT TO BE (2) 05 REBAR ON CHAR(27'5 IEBAR ON O4AIR8 W a4AN BE BORA-CAAIRE m U 4' -4° Cl� bAREBAR ON GHED AT AII�} 8' 8" 4 " f380RA- IEDT AST FRAf-IING. RA -CARE APPLIED A7 FRAMING. 4•
$9, REBAR ON
z w ° 4' V 4'fir+ (2) �b I� BAR ON GF641R6
F o '-4' R m0 GARAGE STEP-UP
e RAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY LB.W.
1-STORY FOOTING NON -BEARING L-B-W: W UPLIFT 2-STORY L.B.W. W UPLIFT W NO UPLIFT W/NQ UPLIFT
EXTENDED STEP E?A scaLE: In'.r-m' @_!�W: 1/2'•I'-®' �� EXTENDED FOOTING
`T t1 C3C€T�1 =T� °STOMWM-L TO BE MIN, 3 =MEs
SCALE: I!2'.I'-0'
GRADE _
BEGUN P.T. Dr. PLATE TO SLAB W! _ a c 4 y T �l-L" l, GARAGE DOOR
UPXV ANCHOR BOLT W/ 2' U1A"R'T
f9'IBED. MN. • 97' Or- MA —(I) IB REBAR VERTICALLY W! CONc. (V •S WDAR VERTICALLY 4' W/ xb' WI.4kWL40 UWhI
SECURE PT. ET. PLATE r0 SLAB W/ .I I POURED CELL �� UV GONG. POURED CELL -- ON MIL ETHYLENE VAPOR
f— RET WEN-CCx'IPAGTED �'
In'x6' ANCHOR BOLT w 2' W48 ER 7' S' CMU S' CMU <_ FI TERMITE TREATMENT SHALL
EMBED. MUL + 32' Or, MAX z E > CANE ° - 4' CO1G., PEW. W/ 6'x6' MA)dU 0 III ON
NOTE: OPTIONAL USE OF rn
4' a' s° 4" 6-MIL POLY ETHYLENE VAPOR RETARDER ON
w / . •. E it NOTE. OPTIONAL USE OF 4'
GONCITE CURB GARAGE I'-m" LLELL-COMPACTED CLEAN FIN tERMIT'E
IIICONCRETE CURB •GARAGE _ Ul4LL8 t0 BE DETERMNED BY
2' `.° . _ _ T �' - °6 REB.AR O{ CHAIRS TREATMENT SHALL BE 50RA-CARE
m 4 ° ON IL ETHYLENEE VAP `" �, WAL WALLS
1 BYMDDIMSION.INLD BY BSA = BUILDER BY DIVISION.
w -- a RETA TELL -COMPACTED CLEAN S
�/ RETE PAD
(I) DOOR F WEAR ON 1�
,a _ _ e ILL TE Ti4EA7FIETlT BEALL BE STOP - CURB HEIGHT VARIER /
WI ,gppRWu)'I .� s � °. •�� � _CARIE cuIRB HEK•ET VARIES a stop � C® SCALE. I .,-s• 1 GARAGE DOTING
N 111 w e 1 SCALE: ,R'=1'-O'
., LL-COMPACTED CLEAN I .
_ FIL AT?-"r BEAU- BE w w z a S _ p ' V°' • ..
(3) 9 REBAR ON CHAIRS Q Z . . ., SI ]
° > z L a 0 4' CCNG. REINFORCED W/ 6'X6' WIAXWIA S' VARIER
•° E 0 4' SDP TRACK
n. _ Lq 0 e WIUF OR FIBRE ON i-MIL. VAP�GIR I 1
W e ) m z_O. O I 4' COW iENFORCE'D W/ 6'XB' WL4 0.4 '- I u�
5 MBAR ON G^IAIlRO _ r UUP OR rPMERMESH ON 6-MIL VAPOR �• FILL. 1 ER' QV YEATMENT to ISIN CLEAN � FNISH FLOOR I _
r • FILL. TERMTE TREATMENT TO BE (U 40-CANT. c
• 0 4 7'-0' 4 • - RE ON HELL -COMPACTED CLEAN .�. BORA-CARE APPLIED AT FRAf1N64 w
m °e'.- ARAGE STEP- UP FDOLRA-cAI�E APPLIED ATTREATMNT �PRAMMFi w z K 4 d
` 2—STORY L.B.W. z q E 4 I'. 4�� (2) 46 REBAR ON CHAIRS 4° e•z O r3)'6 REBAR ON CHOIRS °a
V GARAGE STEP-UP EXTENDED FOOTING �o°
1-STORY L.B.W. SGALE:1/2'=r-m'
W/ UPLIFT 1-STORY FOOTING 2-STORY FOOTING
AT GARAGE A AT GARAGE SLAB AT S.G.D. OWER RECESS FOQTER u
&?�ENDED FOOTING ekEn BLAB, w' HEIGHT V 8 SCALE: 1/2'=1 0 m
v!' RECESS ICE V : 1. • u
SCALE. I/2'=1'-0' Bca E: 1.r-0
SCALE I•=I'-®•
z-
(U 5 REDAR VERTICALLY W/ GONG. L
POURED CELL ro 4' , REINF. WI 6'xb' WIAMlU.40 WLLPT
SEE ENERGY CODE FORMS FOR - - < ° : a a -MIL POLY ETHYLENE VAPOR
' INBULAtICN R-YALUEB ARDER ON WELL -COMPACTED CLEAN
�---- PILL T'E18'71TE TI�ATMENT SHALL BE
TEX7UIRED FINISH �A_
CARE
Z S' cMi L C2)10 RNSAR ON CHAIRS
�' SI�1B AT GARAGE GROUTED BOND MA)T
WOOD BASEO - —71E VERTICAL WEAR �- _...._�YA I PER ELEV.
ERVICE DOOR
LT
To HORIzoNTAL
�'-1'-B° 0'-0' FIN. FLR REBAR W/ 10' HOCK to VERTICAL LEEdR
GROUTED BOND BEAM _ a rO HORIIIEDAR ZONTAL
10, H
OOK
O g NOT USED / CAULK AND BEAL � tl VARIES PER F1EV - VARIES PER ELEV.
z w 4' CONC. READ WF 6'X6' 14 $�-•'y,.�•:�._/
WL4kW,4 WYP OR FBERMEBH ON
W E 6-MIL VAPOR RETARDER ON GAS LNE F '—
m YELL -COMPACTED GLEAN FILL 1 ry NQT USED ° -- l� ' GROUTED BOND BEAM
O ••��+++; �..� TER III TREATMENT rO BE POUND Lrl CONY. (TYPJ I;' PVC SLEEVEC_
l _
SCRA-CARE APPLIED A7 ItU146I
6' OMIU FLED CELL ST-YPJ _ FOR GAS LINEFRAMNG. m s i' r'VC CHASE 7HRd FOOTING•Z E4° g, a' 4' (3) b REBAR ON CH W 2x WAN FRAMING 06, Cm(4)1SX-1'ANCHOR BOLTS a WhIXT' 1/2' DR7UNLL I-SIOR'Y
J-BOLTS MX S'EMBE:Dt'TkNr W/ 2'X2'XIIS'C2) "S MBAR ON CHAR AND NUT SPACED EVENLY FROM WOOD BASE 2-61ORY REBAR ON CHAIRS a 4p °
FLOOR TO BLVD BEAM. SET IN JONTO
2—STORY FOOTING PRIOR TO FILLING.(SLEEVED ANCHOR" - - -- —
a
SOLID POUR ACCEPTABLE RETROFIT) ---- ----
13 W BLOCK WALL EXT. /INT. FRAME WALL TO
SCALE: I/2°•I'-�' ' .n4 CV RI REB.4R YERTIGALLY W/ CONG
1 BLOCK WALL CONNECTION PaRGr=LL
SCALE; 14'0-0 . a.. BEN ENERGY CODE FORMS FOR
CLZANOUTll
a INSULATION R-VALUES
. .. _-a, � 4 < FOR INSPECTION HU D q, r�ryEe 'aieerT REFIRED
A 0 T TLTT1 TTTT]TT T'1T f�nTP -
Lll`SC TRICE DLl/4I1
—
I ?
'F3TFI11
/ LOOP EASE
I
,I /
I
L_
JI
le_f
. Z
.--.._. __.._...
7 - w 4' (:P I IEUNF. W/ 6'X6° WIAXWIAV WUM '! '
NOT USED y zw ON i MIL POLY ETHYLENE VAPOR I I
Z I ° - E IW'rARDER ON TERMITE iREA MENT SHALT CLEAN O'-0' FIN. FLR O'-O' FN. FLR
TE VERTICAL REB.AR
a io
O BORA-CAFE s' °..'a ° s' ° t1E VERTICAL REBAR
lU 7 REPAIR �T N SIMPBCN HIGH � P ,"� TY7 FbR1YCNtAL a t0 HORI7ANTAL
z " STRENGTH EPDXY 6' EMBED. MN. d I (2) b R NAR • I -STORY - _ ^ .
' (s) 9 IREBAR • 2-LroRY °_•- RE8.4R W/ 10' HOOK °.a to BAR UI! I0' HOOK
OUTSIDE RESAR TO BE w 6' PVC CHASE TI-ft FOOTING
CONTINUOUS, X:
(1) 93 VERT. DOLEL °
m°
' 4' G(1NC_ RENF. I6'x6' WIAXiIIlAO �� �+�. '° m O
°�.. WUM ON 6-MIL POLY ETHYLENE LAPPED LLV BOND BEAM
VAPOR RETARDER ON (1) ID REPAIR AT CORNERS L> 1-STORY
.,e6 T'fl MI PA T ED CLEAN IRE G" � I .' . - - � 11126' LAP MIN. in 0 8' 4"
PIN (2) M) REBAR ON CHAIRS
EABM
,,_4. 2-BTGRY" HORIZONTAL/VERTICAL
2'-1'MIN. LAp (3)RS BARON CHAIRS HORIZONTAL/'VERTICAL REINFORCING AT
TYP. RETROFIT FOR - PIPE THROUGH �E REINF�ORCING 1 � •��
A OMITTED DOWELS B REBAR LAP SAT FOOTING TYP. REBAR LAPWALL BEARING CHANGE
1-STORY FOOTING
G°'r E°'�''' CAT LINTEL CORNERS
(]j�\.WBLXCK
n..--
. 91
ALL EXTER7COR FC7CDTF7EZS AT FI7�fI7�I sLAE�' 'I'O ]E37E MIN. 12" E3ELi��IOi CJNIJIT�TR�F7C7CJIL "QNTRQL DATE: 07/01f15
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www,a bdesigngrou p.com
AA #: 0003325
I w
CREEKSIDE
LOTJ •
04321. 000
HI ODE]l•
4EJB
"2807-ELLE"
GARAGIC BWXNG:
LEFT
PAGE:
MONOLITHIC
FOUNDATION
DTLS/SECTIONS
JAN 1
CANTWELL
> 12079
11/12 / 16
1/4"=1,_ Q,I
File Copy
Zx4 BLOCKING BETWEEN TRUSSES
FIBERGLASS SHINGLES OVER WI 4ERE 'X" BRACING IS PRESENT
030 FELT PAPER INSTALLED
PER FBGR R905.21 ON a' O.S.B.
FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR J" GDX
FIBERGLASS SHINGLES OVER 030 FELT PAPER At FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER PRE -END GABLE TRUSS
OVER 030 FELT PAPER INSTALLED PER FBGR CAT SHEATHING SEAMS) FASTENER SCHEDULE
I' -Pi" r GONT. 2x4 RAT RUN SECURED W/
INSTALLED PER FBGR R90521 ON J" O.S.B.(2) 12d's ® EACH TRUSS
R90521 ON a" O.S.B. SHEATHING OR }' CDX O.P. ��` TO BE INSTALLED m MID. POINT
PLYWOOD SECURED PER MTL. DRIP EDGE
SHEATHING OR }" GDX FASTENER SCHEDULE MAX.
FATRUSS SPAN, OR 10'-0" O.G.
PLYWOOD SECURED STIFFBACK At ALL UPRIGHTS 2x4 OR 2x6 FASCIA PER
PER FASTENER OVER 4 -10 HIGH (SEE SEALED
SCHEDULE ENG, FOR SIZE AND CONDITION) ELEVATIONS
SEE ENERGY CODE FORMS FOR
INSULATION R-VALUES
-G" VENTED ALUM. SOFFIT
Y�. PRE-ENG WD. TRUSS 24" O.C. STIFP15ACK AT GYPSUM BOARD OR " HIGH
MtL. DRIP EDGE 0 UPRIGHTS OVER 4 A0
SEE ENERGY CODE FORMS FOR MAX. STRENGTH CLG. BOARD
PRE-ENG TRUSS INSULATION R-vALUES 2x4 OR 2x6 FASCIA PER
ELEVATIONS «xs HIGH (SEE SEALED ENG.
GYPSUMFOR SIZE E CONDITION.) �.
MTL. DRIP EDGE _ STUN TH CLGABO �� HIGH VENTED ALUM. SOFFIT (2) 12 2x4 EACH RAT
RUN SECURED W/ O.S.B. SHEATHING OR 2x4 NAILER
(2) 12d'6 ®EACH TRUSS i }' CDX 2x4 0 24" O.G. w INTERIOR KNEE 2x4 OR 2x6 FASCIA PER '' PRE -END. GABLE TRUSS PLYWOOD. ATTACHED PER ' ^
ELEVATIONS TONG. FILLED LINTEL BLK W/ C11 NS WEEP SCREED _ SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 WALL
"5 REBAR CONTINUOUS (SEE DETAIL 5/D3) INSULATION R-VALUES OR -1/16' ZIP SHEATHING SYSTEM
VENTED ALUM. SOFFIT (INSTALLED PER MANUF. SPECS.) ONO. FILLED LINTEL BLK W/ (1)
0" PRECAST LINTEL 2X6 P.T. SECURED t0 5/5" GYPSUM BOARD OR 1/2' REBAR CONTINUOUS
EMBED. STRAP VERIFY TY �. MASONRY w/ 1/2"x9' A$. HIGH STRENGTH CLG. BOARD 1/0' THICK 3 COAT PORTLAND
W/ TRUSS PLAN c.. SEE ENERGY CODE FORMS FOR w/ 2' DIA. WASHERS, 1° CEMENT PLASTER OVER
INSULATION R-VALUES MIN. EMBEDMENT WITHIN 1X2 FIRE -STOP PRECAST LINTEL
EXPANDED GALV'D METAL LATH
8' OF EA. END, 321 O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE WINDOW ATTACHMENT AS PER
5 " WINDOW ATTACHMENT AS PER MAX IN FIELD.
/e THICK, 3 GOAT MANUFACTURES SPECIFICATIONS INSULATION R-VALUES D„ PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS
PORTLAND CEMENT
PLASTER APPLIED I BUILDING WRAP (REFER TO
DIRECTLY t0 MASONRY GONG. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE
MANUFACTURES SPECIFICATIONS OR -1/16" ZIP SHEATHING SYIST)
PRECAST SILL BLPRECAST SILL
K W/ (CONTINUOUS
(INSTALLED PER MANUF. SPECS.
(1) "5 REBAR VERTICALLY W/
CONC. POURED CELL PRECAST LINTEL j PRE -CAST GONG. SILL WEEP SCREED (I1 "5 REBAR VERTICALLY W/
1 (SEE DETAIL 'I/WA2 CONC, POURIFED CELL
5/5' THICK, 3 COAT Ix2 P.T. FURRING STRIPS 24" O.G. I
Ix2 P.T. FURRING STRIPS a I6' O.G. PORTLAND CEMENT 1/2" GYP. WL. BD. SECURE GABLE t0 2x6 P.T. Ix2 P.T. FURRING STRIPS m 16" O.C.
PLASTER APPLIED PLATE W/ 12d's 8' O.G. MAX 8° CMU
8' CMU DIRECTLY TO MASONRY WOOD BASE
1/2' GYP. WL. BD. SECURE 2x6 Pt. PLATE TO BLK W/
_
1/2" GYP. WL. BD.
(I) 05 REBAR
w WOOD BASE: VERTICALLY W/ TONG. SE SEANCHOR BOLT W/ 2' WASHER WOOD BASE
w POURED CELL F T IN SIMPSON HIGH STRENGTH
> 8° CMU I EPDXY 7" EMBED. MIN. w 32, OG
�. MAX.
5/B" THICK, 3 GOAT PORTLAND j-
< CEMENT PLASTER APPLIED u1
q DIRECTLY TO MASONRY z
EX
. 1-STORY
1- STORY GABLE' 1-STORY GABLE B ]LOCK NOTE:
PER 1=8GR 905.2.-I - FOR ROOT SLOPES 2:12 TO
BLOCK WALL WALL W VAULT CLG. LESS TI4AN 4:12, A (2) LAYER UNDERLAYMENT
SCALE: 3/4°=1'-0-m" SCALE: 3/4"=1'-m" 3 BLOCK WALL SYSTEM IS REQUIREp.1=0R ROOF SLOPES Or-
4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS
SCALE: 3/4"=1'-0" PERMITTED BUT MUST BE PER A5TM D226 TYPE
11, ASTM D 4869 TYPE IV, OR ASTM D 6151
2x4r
SECURE TO BL DRIVE w/ IN 2x4: 2x4a 2x6 P.T. SECURED TO IX4 DIAGONAL BTM.
TAPGONS OR DRIVE PIN SECURE TO BLOCK W/ 9{6' SECURE 7O BLOCK LW4
(MIK d+)uNK 617E .145 TAPCONS OR DRIVE PM TAPCCI'15 OR DRIVE PIN MASONRY w/ 1/2"x9' A.B. w/ CHORD BRACING.
MIN HEAD SIZE 300 (MK 64ANK SIZE .145 (MIN. SHANK SIZE .I4b 2" DIA. WASHERS, T' MIN. SEE PLAN FOR
MIK EMBEDMENT I Y49 MIN. HEAD SM 300 MIN HEAD SITE .300 B' cMA1 EMBEDMENT WITHIN 8' OF LOCATION
WITHM 8' Cr EACH END t MIN. EMBEDMENT I Y4) MM. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X MUST 13E
B' CMU 18' OL. MAX SPAGMCa. NOTE: STRUCTURAL 2X MI19r BE NOTE: STRUCNRAL 2X MUST BE WITHIN 8' CP EACH END : )S' p4?i9 L.L EA. END, 32" O.G. MAX IN PRE-ENG'D WOOD
$' DRYWALL CN OJt81DE /SECURED t'HROUC�I-4 WIT1lIN 8' OF EACH END / ON °UTSIDE t eECIJI�D I'X4' OR 1'X2' P.T. NAILER
ON OUTSIDE 1 SECURED IB' oc, MAX SPACINCs. TRUSS (TYP) a 24'
I'X4' OR I'X2' Pt. NAILER 2 d NON-STIOJGTURAL %' TAPCON 18 O.C. MAX SPACING. 71aRQOUCaI-I NON-8TRICTUIFAL j(t,' ❑ IX4 P.T. OR Y4k4' MIN SECURE 7HRU FIELD.
MIN 1-4. EMBEDMENT INTO THROUGH NON BrfrMEaDAL 9i''' 2X5� FRAME t EXTEND IA' INTO BLOCK tW O.G. MAX
❑ SEG.IRP TO BLOCK W/2-�' 2X6m TAPCON MM I-Y4 EMBEDMENT
1x4 ;Pr.UR THRU P4• MIN TAPCCTI8 OR DRIVE PM SECURE TO BLOCK INTOTAP5N MIN I Y4 EMBEDMENT SATIRE 70 BLOCK INTO BLOCK %' tAPGONB OR DRIV£ PIN SIMPSCN
6EGdRE 1HIB1 FRAME / �°CK )W TAPCONS OR INTO BLOCK. tMK SHANK SINE J45 HETA-16
(MIN, SHANK SIZ=_ .145 �_ Ul/I-I/4' TAPCCNB OR
❑ EXtF_MP 1-Ys' INTO BLOC[ MIN He -AD SIZE 300 DRIVE PIN DRIVE PIN
W/ a6' TAPGONS OR DRIVE MIK EMBEDMENT 1 Y4) CAA! (MIK SHANK SIZE .145 (MM. SHANK SIZE .148 MIK HEAD SIZE 3m0
PIN ' DRYUTALL cmu MN. HEAD SIYE 30'0 ' cmu MIN EMBEDMENT I -A, (TYP) VERIFY
WITHIN B' 01 Et1CH END t MIN HEAD SIZE 300 , i
(MIK SHANK SIZE J46 IB' OL. MAX SPACING. 'X4' OR DO' P t. NAILER MM. EMBECNIEN7 I Y<') �'�'L MhL EMBEDMENT I Y;') ' DRYWALL WITHIN B CP EACH ENp S IB' O.G. MAX UJ/ TRUSS PLAN
MIN HEAD SIYE 300 •X4' OR I'X2' P7_ NAILER WrTHIN 8' aF EACH END 1 'X4' OR I'XV Rt NAILER 6PAC1NCs
MIN QMBEDMEMT I-Ya' 2K0� WITHIN 8' CF EACH END t ❑ ❑
WITHIN B' OF EACH END t SECURE TO Bi(a LOCK wa-' W6' OAS. X 4' MIK 10' O.C. MAX SPACING. IS' OL. MAX SPACING.
IB' OL. MAX SPACING YA:PCONS OR DRIVE PIN DOOR GABUNG 2XADm 2X8m Y*' OBB. X 4' MIK
OOR CASING (MIN BNANK SIYE J45 SECURE TO BLOCK 14-3(a' GASMG SECURE TO BLOCK W/I-I/4' DOOR CASING
MIK HEAD SIZE 300 FDOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN TAPCON6 OR pleIVIE PIN DOOR CASING DOOR JAMB OR WINDOW e
DOOR JAMB OR WINDOW MIN trimpME'N'7 1 41) (MIN SHANK SIZE .14H (MIN SHANK 617E .145 DOOR JAMB OR WINDOW ATTACH TO 1X PER MANUFACTURES
ATTACH TO 7X PER DOOR JAMB OR WINDOW ATTACH 70 2X PER WITHIN 8' OP EACH END / MIK HEAP SIZE 300 ATYACFi t0 iJ( PER MIN. HEAD SIZE 300 ATTACH TO 2X PER DETAILS.
MANUFACTURES pE7AIL8. MaNIFAGYWRE6 DETAILS. MIN. EMBEDMENT I )44) MMWFAGTURES DETAILS.
IB' OL MAX SPACING. MIK EMBEDMENT 149 MAWIFAG7URE8 DETAILS.
WITHIN 8' OF EACH END t WITHIN 8' Or F-AC+ 4 END t
NOTE, BRIM AB rxc Jw ED MUMS NOTE: DO O NEEDED 70 PLUMB NOTE. SHIM AS NEEDED TO PLU'IB NOTE, SHM AB NEEDED TO PLUMB NOTE. SHM A6 NEEDED TO PU.UMB
B' O.C. MAX SPADING. 18. O.C. MAX SPACING. jAm5 (DO NOT ExmEE17 Y4 ) JAM$ (DO NOT EXCEED Y4) JAMD (DO NOT EXCEED R;IJAMB (DC NOT EXCEED Y4) JAMB (00 Not EXCEED Ya')
DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-1 V" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +9-7/18" DOOR IAMB TO BLACK +9 4 OR +5/4
■II'TDOIf TO BLOCK +3/4 OR +5/4 C 111NDOM TO HLOCK +1-IS B p. 1fRiDOW TO BLOCK +9" /
VINDON TO BLOCK +9-7/IS" MINDOIT TO HIACK +3/4 OR +5/4
" 3/8 .0' E: 3B'.i _®'
2X4:. 2X4m
SECURE To BLOCK W/ pia' 2x4<. SECURE TO BLOCK W/ W 2k4=
TAPCONS OR DRIVE PIN SECURE TO BLOCK w/'Xa' TAPCONS OR DRIVE PIN SECURE To BLOCK wA4
(MIN 54ANK SIZE J40 TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145 TAPCONB OR DRIVE PIN
EM HEAD SITHIN SHA"1K SIYE .145 MIN— NEAP SIRE 300 (MIN 84A NK SIRE .I4B
MIK i-IEHEAD&YE -100 MnZE 300 MIK EMBEDMENT 1 A9 WITHIN MIK HEAD SIZE 300 ® GONG. POURED
MIK EMBEDMENT I Y;') WITHM NOTE. STRUCTURAL 2X MUST MIK EMBEDMENT I Y41
B' OF EACH END t Is' O.G. MIK EMBEDMENT I Y4) WttNM 8' of EACH END t I8. OL. LINTEL COURSE
e' OF HAGN END t IS' OL. MAX SPACING. WIh4M a, OF EACH END 1 NOTE: 6IRZTURAL 2X MUST
MAX SPACING. NOTE: OUrSIP STRUCTURAL EC MUST BE ON OUTSIDE / 6ECW RED
MAX SPAGINCz 2X6� �' O.G. MAX SPACING. BE ON OUTSIDE 1 SECURED
2X6� TH ON OUTSIDE < SECURED THROUGH NON-STRUCTURAL 2X6= THROUCiP NON-STRUCTURAL
2X6� SECURE A BLOCK TAPI:ON MIK IA' ,
SATIRE TO BLOCK W1J-916' SEGIRE TO BLOCK WRNY6' %' TAFC NON-STRUCTURAL W/2-afa' TAPGON6 OR 'EM SECURE TO BLOCK WA-Vd' �Xa' TAPGON MM I -A'
TAPCONS OR DRIVE PIN TApCOM18 OR DRIVE PIN i(a' TAPCQN MK i-Y;' p�VE DIN EMBEDMENT Mt0 BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK "a fz vci 5�»�K „uN Nnil.`= .' »' �r
(MIN. SHANK BEM .145 EMBEDMENT INTO BLOCK(MIX S E _i to t �ccts
MK HEAD SIZE 300 (MIN SHANK SIZE .I 0 MIN. ESPANK SIZE J48 MIK SHANK M - J 0
MIN. HEAD SIZE 300 MIK HEAP BITE 300 MIK DEAD SIZE 300 IX4 SYP LATERAL
MK IN a' OP EN7 I YEN MIN. EMBEDMENT I Y16' or-
, WIN IN 81 OF
I Y4) S GFAl MIN EMBEDMENT I Y;')
WITHIN S' aF EACH END 1 8' cMl1 e' of EACH END / IB' OL. 8 CMU WITHIN 8' GF EACH ENP 14' DRYWALL 8' CR RE-INFORCING 36 O.C.
18' O.C. MAX SPACING. V DRYWALL ❑ I'X4' GR 1'k2' P.r. NAILER W7HIN 8' OF EACH END / K' DRYWALL MAX s TRUSS BTM.
$' DRYWALL MAX SPACNG. / 18' O.C. MAX SPACING IS O.C. MAX SPACING. I'X4' OR 1'x2' P.T. NAILER I'X4' OR I'XV P.T. NAILER 2XB,� 2ND 2X SECURE TO
2X0:m ❑ I'X4' OR I'x2' Rt. RAILER 2)0�SECURE
2xBU CHORD, SECURE W/C3) 10d
R caslNG SECURE ro oLocx W/(2A2STRr-UM114RAL S' CPRAILS o EA. TRUSS
SECURE TOR DRIV WR-'1f6' CASING SECURE r0 MOCK UL4-'Ka' W/(z712d WITHIN 8' of EACH 1 Ate$ DRIVE PIN4 , P.T. CASirJG CHORD
TAPGON9 OR DRIVE PAN YATaCON6 OR DRIVE PM W/J-9ia' tAPCONB OR (MR. SHANOR K 817E .IdB . (MK SHANK 617E J45 (MIN SHANK SIZE .14Ya DRIVE PIN END t 6' TO 8' OL. MAX
MIN. HEAD B12E' 300 17=14TO
JarTO OR WINDOW MK HEAD 812= 3m0 p7oaz JAMB OR wINoaW ( SPANK 6fYE ` cA61Na MK HEAD SIZE 300 GABLE END BRACING
MIK EMBEDMENT 10 Wtfl;l 2X PER MN. EMEEd'1ENt I Y4) WITHIN TrACH TO 2X PER MIN I�AD SIYE 300 DOOR JR 1B OR WINDOW MIN. EMBEDMENT I Y4) DOOR JaMP' OR WINDOW
S' OF EACH END t 18' OG. MMWFACrURES DETAILS. 8' C= EACH END 1 IB' OL. MMAIFACRJRES DETAILS. MIN EMISEDMEN7 I Y49 TTAC 4 TO 2X PER WIT" S' OF EACH END t ATTACH TO 2X PER � J
MAX SPACING. , OHM AS NEEDED TO PLUMB MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB 81' OrN 80 Cr - L. MAX EACH END t MANUPACTURES DETAILS. IS' OL. MAX SPACNG. ANUFACTS11E8 DETAILS. q SCALE: I/2' = 1' -0'
JAMB (Do NOT EXCEED Yt') JAMB (DO NOT EXCEED i;') NOTE, SHIM AS NEEDED TO PLUMB NOTE: SWIM AS NEEDED TO PLUMB Z
1� JAMB (DO NOT EXCEED Y') JAMB (DO Not EXCEED Yi) Z
DOOR JAMB TO BLACK +1-i/�' DOOR JAMB TO BLACK +2 % DOOR JAMB TO BLACK +5"
�l MDTDOX TO HACK +1-1/2 inl AINDOM TO BLACK +2 1 4f" DOOR JAMB TO BLACK +9 9/4" /
SCALE= 3B'•I'-0' +� %Z AAIWA TO HLOCK +9" (� 11DADDA TO BLOCK +9 8/4"
SCALE. 3B'=I'-0' `` / SCALE: 3/9'•I'-0' SCALE: 3B'.1'-0'
FASTENER SCHEC)ULE Q
crx nlnloLtRAGM
NAIL REQUIREMENT5 TOP CORD BLOCKING AT 4' zf a 1
USE T/16" OS$. OR IR' CDX PLY WITH "8 RING SPANK GUN NAILS At
4' O.C. AT SUPPORTED PANEL EDGES AND 48 RING SHANK CAN
NAILS AT 6' O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' OZ.
SIZE
DEAD
LENGTH
DIA.
NSILE STR.
O.C. MAX IN FIRST 2 FRAMING NQT �
: TYP. EXT. SHEATHING ATTACHMENT
SPACES AT EACH END. = u
FOR SHEAR t UPLIFT COS$. TO BE STRUCTURAL m 0
RAFTER OR TRUE GRADE) CONNECTORS FROM STUD TO PLATE ARE
ROOF SHEATHING NOT REQUIRED EXCEPT i OPENINGS
� y
IP p
-
V
W
( 08 2' DECK SCREWS ®6'-8'
\ D.G. MAX a EDGES / 12' OL.
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1-16000
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128
1T0)800
EXTERIOR SHEATHING
NOTE: NAILS TO BE MFG. BY MEMBER Nt.
aw
a
— MAX IN FIELD. UNTHREADED
06 RING SHANK GUN NAILS
USE In' COX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS At 6'
STAPLE, NAIL 4 TOOL A980CIAtION
71
T 7
it
SPANK TO EXTEND BEYOND'
"
• 6' O:G. IN FIELD
O.C. AT PANEL SIDES AND V RING SPANK GUN NAILS 4' O.G. TOP 4
1. 0.113 INCH NOMINAL SHANK DIAMETER
v
THICI4VE58 OF SUB -FLOOR
EOTtOM PANEL AND IB RING SHANK GUN NAILS AT 6' O.G. AT
INTERMEDIATE SUPPORTS ZIP STALL. MG SYSTEM
2 RING DIA" TER OF 0212 OVER SPANK DRAM ►�
3. 16 20 RINGS PER INCH
-- G,
_ _ _
T
L�
SHEATHING
2°
2
(INSTALLED PER MANUF. SPECS). SEE DETAIL.
SPECS). S
15
4.02150 INCH FULL ROUND PEAR DIAMETER
D 3
W
ROOD SI�EAt�I INCH LAYOUT
NOTE, - PTABLFASTENER SWANK GUN NAII-5 HPROM ANYALL M �MANIUFACTURER TTED AS AN
5.2 INCH NAIL LENGTH
=;.
^ �7
AND ENDWALL BIRAGING
-ROOF DESIGN PRESSURE BASED ON WORST CASE
SCENARIO FOR
BUILDING LENGTFI
—
. . . . .
I=OR CxA�LE AND (=RAM I NCx
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO
TYP. EXT. SHEATI }LING ATTACHMENT FOR ROOF
ZONE 3
ALL EXPOSED MEMBERS
SHEATHING (O.S.B:_ TO EE STRUCTURAL GRADE)
A R C H I T E C T S
4Design
Grou ,nc
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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CREEKSIDE
LOT# 86
PROJECT#
04321.000
XCIDRL:
4EJB
"2807— ELLE"
GARAGE 1911IXKG:
LEFT
PAGE:
SHINGLE MONO.
SECTIONS &
DETAILS
ARCHrrECT-
STATE OF FLORIDA
,3m //m
DK�; 11/12/16
CAZ.M 1/4"=V-0"
9HERT
File COPY
FIBERGLASS SHINGLES
OVER 030 FELT PAPER
INSTALLED PER FRCIR 2x4 BLOCKING: BETWEEN
R9052.t ON " O.S.B. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE EAVE
SHEATHING OR �' CDX BAYS 4'-0' O.C. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP
PLYWOOD SECURED SHEATHING 55AMS)
PER FASTENER FIBERGLASS SHINGLES OVER APPROVED EG2UIVALENT) ON Or -INSULATION FOR
SCHEDULE EMBED. STRAP #30 FELT PAPER INSTALLED O.S.B. SHEATHING OR �' GDX CLEAR VENTILATION
VERIFY W/ TRUSS PER FBCR R`2105.2.1 ON j" PLYWOOD SECURED PER PER FBEC R402.2-3
PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR �" CD
24' O.G. MAX. PLYWOOD SECURED PER �- FASTENER SCHEDULE
YIP SHEATHINGS SYSTEM
FASTENER SCHEDULE - PRE-ENG TRUSS (INSTALLED PER MANUF.
-0" fl
MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TYP. PRE-ENG WD. TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS SPECS.) OR
FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA °"H' 24" O.C. MAX. FOR INSULATION R-VALUES. WOOD SHEATHING
2X4 OR 2X6 FASCIA 2x4 OR 2X6 5U5-BAND
PER ELEVATIONS � 5/8" GYPSUM BOARD OR I/2° PER ELEVATIONS
' GYPSUM BOARD OR W)R5 LAYER 01,
HIGH STRENGTH CLG. BOARD PER ELEVATIONS
CONT. 2x4 RAT RUN SECURED I-}ICsl-1 STRENGTH CLG. stucCO WRAP
DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12d's a EACH TRUSS VENTED ALUM. SOFFIT ; STUCCO
LAYER "2, FORtIF15ER
VENTED ALUM. SOFFIT °" BOARD
WINDOW HEADER SIZE VARIES SEE ENERGY CODE FOR"IS FOR f : BUILDING PAPER
1/2" CDX OR 1/16" OSB INSULATION R-VALUES I000 UPLIFT METAL LATH
PER WINDOW OPENING SEE SECURE TO WALL PER SIMPSON
I/2" GDX OR 7fl6" OSR HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR CONNECTOR MEMBER o W O.G. STRUCTURAL
FASTENER SCHEDULE FASTEN tO wooer sTRuctuRAL
MAX
SECURE TO WALL PER DETAILS 1/2 HIGH STRENGTH GLG. 2x8 SYP "2 2X8 STUD
ON SHEET D2
FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR t/16" ZIP ��� FINISH as WOOD
DOUBLE TOP PLATE DBL TOP
MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM WINDOW HEADER SIZE VARIES PLATE
ON _, � "M" TYPE CONTROL JOINT
OR 7 6t EP WINDOW SILL !INSTALLED PER FCONVE TO BLOCK 6EEDETAIL
SHEATHING: SYSTEM MANUF. SPECS.) PER WINDOW OF'=NING SEE
2x6 SCUDS * 16 O.C. MAX WI
(INSTALLED PER „
INSUL, SEE ENERGY CODE HEADER SPAN CHART FOR 15/DI
MANUF. SPECS.) DETAILS ZIP SHEATHING SYSTEM :A
DRY WALL 6' METAL LATH STRIP
FORMS FOR INSULATION WINDOW ATTACHMENT A5 PER I, r : 6 WIDE STRIP SELF
R-VALUES (INSTALLED PER MANUF. 2 PIA ANCHOR BOLTADHESIVE FLASHING, GLEAN
1/8 THICK, 3 GOAT 1/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SPECS.) OR AT 16' O.G. MAX WITH -I" ,° MASONRY BEFORE APPLYING
CEMENT PLASTER ' T 4 G SURFLOOR GLUED AND CEMENT PLASTER WINDOW SILL WALL EMBED T AND 2" , ';' TEXTURED
APPLIED t0 METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS O 16 D.G. MAX W/ FINISH s MASONRY
LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 SHEATHING DIA. 1-1
OF GRADE "D„ LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE ,
BUILDING PAPER OR OF GRADE 'D' FORMS FOR INSULATION 2x8 SYP 02 8 CMU
PAPER RACKED LATH BUILDING PAPER OR R-VALUE5 WOOD STUDS M . 2XSSP1
OVER AN APPROVED PAPER BACKED LATH �" T 4 G AT GLUED AND AT 12" D.G. MAX UD VERTICAL CONTROL
OVER AN APPROVED
HOUSE WRAP SCREWED AS PER FASTENER HOUSE WRAP SCHEDULE ON SHEET D2 2x8 P.T. SYP *2 B E 1r�
WE E N DISSIMILAR
O SOLE PLATE (1) COURSE TIE -BEAM � ATERIALS
DETAIL 15/WA2 P-ENG FLooR TRUSB z POURED SOLID WITH SCALE: N.T.S.
CONCRETE. (1) "5
(INSTALL PER MFG. SPECS.) w Z
C q REBAR HORIZONTALLY
CONC. FILLED LINTEL " GYPSUM BOARD OR J' HIGH r ,; O -4 3/4" T E G SUBFLOOR GLUED
BLK. W1 (1) S REBAR STRENGTH CLG. BOARD
DETAIL 15/WA2— �`; WEEP SCREED PER PRECAST LINTEL AND SCREWED AS PER
CONTINUOUS IX2 NAILER/DRAFT STOP -PRE-ENG FLOOR TRUSS ASTM 92ro-G # 1063-C FASTENER 5G1-IDBLE ON
-- (INSTALL PER MFG. SPECS.) (SEE DETAIL 2/D3J WINDOW ATTACHMENT A5 SWEET D2
" GYPSUM BOARD OR z w PER MANUFACTURES
SEE ENERGY CODE FOws HIGH STRENGTH CLG. BOARD Hi U SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. a
FOR INSULATION R-VALUES E IX2 NAILR/DRAFT STOP w (3 CMU) W/ (5) 12d NAILS 0 EACH
PRECAST SILL TRUSS
P{�GASt LINTEL. � z +'S REBAR m 16" _
CONC. FILLED LINTEL 5LK W/ +_ — O.C. MAX, IN PRE-ENG FLODR TRUSS
WINDOW ATTACHMENT A9 PER (1) "5 REBAR CONTINUOUS Z
ut CONCRETE (INSTALL PER MFG. SPECS.)
5/0" THICK, 3 GOAT
MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS POURED CELL, Ix2 P.T. FURRING STRIPS
i i -
PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER 16" O.C. CONC. FILLED LINTEL BLK W/
PLASTER APPLIED PRECAST LINTEL PLAN. (1) *5 REBAR CONTINUOUS
DIRECTLY TO (1) 05 REBAR VERTICALLY g 0 8 CMU
MASONRY WINDOW ATTACHMENT AS PER Z 1/2" GYP. WL. BD.
W/ CONC. POURED CELL 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS O O R-4.1 RIBBON
. - Ix2 P.T. FURRING PORTLAND CEMENT j PRE -CAST CONCRETE SILL U INSULATION (1) *4 CONTINUOUS REBAR FASTENING DETAIL
STRIPS o 24' OZ.
8' CMU PLASTER APPLIED WOOD BASE �j
DIRECTLY TO (1) S REBAR VERTICALLY d 0 r�GAL
1/2, GYP. WL. BD. MASONRY _ e D [Q z 04 REBAR 46" LONG
WOOD BASE W/ GONG. POURED CELL w W/6" HOOK a 24" O.C.,
p rr Ix2 P.T. FURRING
z I 0'-0" STRIPS ® 24' O.C. o f MIN. 24" IN SLAB ROOF TRUSS UPLIFT `
" 8' GMU fL - rJ 2'-0" (MIN.
FIN. FLR CONNECTOR NOT
9� I/2' GYP. WL. RD. IN SL ^5) CLARITY
zz WOOD BA5E I SHOP Dw�s.)
OIL
WALL I , 3 I/2" CONC,REINF. W/ 6"x6" ,.
... • < ` - n
a. W1.4XWIAO WWM ON ro-MIL EXr RIOR WALL
SECTION — L� POLY ETHYLENE VAPOR BHEATHNG�S)
F � FASTEN EAGI-1 STUD,
a
RETARDER ON t0 05L TOP PLATE
W/ USP SPT24 NAIL
2—STORY 2—STORY ' WOOD WELL -COMPACTED CLEAN
.�'�'.o �: PER MANUF. SPECS.
WALL WALL FRAME TO
": a `: < w �, �, FILL TERMITE TREATMENT
� �� °
SHALL BE BORA-CARE
1 SECTION SECTION 1 B LOCK WALL ° z'-�" (3) � REBAR CONTINUOUS SECTION AT TOP
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS
OF EXTERIOR, WALL
SCALE: NT8
FIBERGLASS SHINGLES FIBERGLASS 5HINGsLES
PRE-ENCS GABLE TRUSS
OVER "3O FELT PAPER
OVER w30 FELT PAPER
PRE-ENG GABLE TRUSS
NOTE:
INSTALLED PER FRGR
R9052.7 ON OSB.
SF'F STIFFRACK (SEE SEALD TRUSS
INSTALLED PER FRGR
R9052.I ON " OSB.
5PF STIFF5ACK (SEE SEALD TRUES
DIAGONAL BRACE a
EXTERIOR WALL S
(WALL SWEATHING N
SHEATHING OR �" CDX
ENG. PACK FOR SIZE 4 CONNECTION)
SHEATHING OR "GDX
ENG. PACK FOR SIZE t CONNECTION)
CENTER OF TRUSS
SHOWN FOR CLARIT
PLYWOOD SECURED
-2x4 SPF BLOCKING BETWEEN
PLYWOOD SECURED
2x4 SPF BLOCKING BE1'UZEN
SPAN OR HIGHEST
FASTEN STUDS TO BLOCK
WITH USP MGTA48 STRAP WI
PER FASTENER
TRUSSES AT FIRST C5) BAYS 4'-0°
PER FASTENER
TRUSSES AT FIRST (5) RAYS 4'-0'
RIDGE. DIAGONAL
FASTENERS AS SHOWN. INSTA
SCHEDULE
O.G. (AT SHEATHING SEAMS)
SCHEDULE
O.C. (AT SHEATHING SEAMS)
BRACE TO BE a ANY
STRAP • EA. END (UXO
NOTE:
SPAN IV-0' OR
SPACE STRAPS AS FOLL
MTL. DRIP EDGE
DIAGONAL BRACE a
MTL. DRIP EDGE s.
GREATER. REFER TO
160 MPH 'C': 32' o
-ISO MPH 'C': 32' o.
-- "
PRE-ENG WD. TRUSS 24
CENTER OF TRUSS SPAN OR
2X4 OR 2X6 FASCIA
PER ELEVATIONS
PRE -ENDS WD. T{�USS 24
TRUSS ENG. FOR
ADDITIONAL
-Ism MPH 'B': 48' o
-140 MPH 'c' 48' o
2X4 OR 2X6 FASCIA
r„
O.G. MAX.
HIGHEST RIDGE. DIAGONAL
BRACE t0 BE a ANY SPAN
SECURED W/ (3) 12d
O.G. MAX.
HORIZONTAL TRUSS
TOP OF STUD WALL
PER ELEVATIONS
15'-O' OR GREATER. REFER
r
REINFORCEMENT,
_
SOLE PLATE
SECURED W/ (3) 12d
SECURE t0
TO TRUSS ENG. FOR
SEE FASTNAILSENER
5ECLIRE TO
0'-0" TO 30'-0' (1)
NAILS
TRUSS W/
ADDITIONAL HORIZONTAL
SCHIEDULE ON SHEET
TRU55 W/
X-BRACE
1/2" CDX OR'V16' OSR
(2) 12d
TRUSS REINFORCEMENT.
D2 FOR SHEATHING
C2) 12d
30'-1" TO 60'-0" (3)
°
SECURE TO WALL PER
NAILS
FASTENER PATTERN
NAILS
X-BRACE 11) X-BRACE
FASTENER SCHEDULE
0'-0" TO 30'-0' (1)
1/2' CDX OR 7/16" 05B
e CENTER AND (2)
Tom'
nAsoxRr w,oL�
ON SHEET D2
X-BRCE
SECURE t0 WALL PER
BRACE DIVIDED
OR 1/16' ZIP SHEATHING
30'-1' t0 60'-0' (3)
FASTENER SCHEDULE
EQUALY FROM CENTER
SYSTEM (INSTALLED PER
X-BRCE (I) X-BRACE
ON SHEET D2
TO END
MANUF. SPECS.)
_
, „
® CENTER AND (2)
OR 1/16' ZIP SHEATHING
WEEP SCREED, SEE
CONT. 2x4 SPF RAT RUN SECURED W/
BRACE DIVIDED
EQUALY FROM CENTER
SYSTEM (INSTALLED PER
MANUF. SPECS.)
2x4 SPF RAT RUN SECURED W/
`2 —STORY
cMu BLOCK WALL
DETAIL iR, SHEET WA2
(2) 12d's 0 EACH TRUSS
TO END
2X4 W/ 3/8' X 5 LAG
(2) 12
(2) 12d s s EACH TRUSS
GABLE END
2X6 P.T.SECURE W/
-
(2) 2 4 MZ SY IAG-~A W
®3Z" OC MAX OR
(2) 2x4 02 5YP DIAGONAL BRACE W/
ARCHITECTS
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325 J
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stmDm da LOT:
CREEKSIDE
LOT# 86
MODEL•
4EJB
"2807—ELLS"
GABAGE G:
LEFT
LE MONO.
2—STORY
WALL
PLACE STRAPS SPACED SECTIONS & NOTES
AND FA8TENED AS
SPOWy WITH ONE
ADDITIONAL STRAP AT
EACH WINDOW KING STUD
MIN (10) 104d COMMON NAILS
INTO STUD (0-148 DIA X 1 1/2'
LONG)
FILL ALL REMAINING STRAP
HOLES W/ 10d NAILS INTO
WOOD 5ACKING
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CMU BLOCK WALL
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (1) 3/16' DIA X I-1/4'
LONG TAPC0N MASONRY
SCREWS
1/2"XV ANCHOR (3) 12d's a E CHT BUSS DIAGONAL / GABLE SIMPSON META-24 ® (3) 12d's -m EACH TRUSS DIAGONAL CROSS
BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRUSSES f 32' O.C. MAX. X-BRACING t0 COVER 5-TRUSS ES EXTERIOR STUD WALL CONNECTION
NAIL GABLE TO 2X6 ,. 7 X-BRACING DBL TOP PLATE 5/8"GYPSUM BOARD OR 1/2" HIGH � BRACING TO FIRST FLOOR MASONRY WALL
WI 126 NAILS 6 D.C. s /8 GYPSUM BOARD OR I/2 HIGH SCALE: 3/4 -1 -0 SCALE: 3/4 =1 -0
MAX.>TRENGtH CLG. BOARD - 2X 5Tt}O 16 O.G. MAX. STRENGTH CLG. BOARD SCALE: Nts
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ARCHITECT
STATE OF FLORIDA
2011
11/12/16
1 r4` 1' — CY,
File Copy
stmDm da LOT:
CREEKSIDE
LOT# 86
MODEL•
4EJB
"2807—ELLS"
GABAGE G:
LEFT
LE MONO.
2—STORY
WALL
PLACE STRAPS SPACED SECTIONS & NOTES
AND FA8TENED AS
SPOWy WITH ONE
ADDITIONAL STRAP AT
EACH WINDOW KING STUD
MIN (10) 104d COMMON NAILS
INTO STUD (0-148 DIA X 1 1/2'
LONG)
FILL ALL REMAINING STRAP
HOLES W/ 10d NAILS INTO
WOOD 5ACKING
DO NOT PLACE SCREW IN
TOP HOLE NEAREST TO TOP
OF CMU BLOCK WALL
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (1) 3/16' DIA X I-1/4'
LONG TAPC0N MASONRY
SCREWS
1/2"XV ANCHOR (3) 12d's a E CHT BUSS DIAGONAL / GABLE SIMPSON META-24 ® (3) 12d's -m EACH TRUSS DIAGONAL CROSS
BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRUSSES f 32' O.C. MAX. X-BRACING t0 COVER 5-TRUSS ES EXTERIOR STUD WALL CONNECTION
NAIL GABLE TO 2X6 ,. 7 X-BRACING DBL TOP PLATE 5/8"GYPSUM BOARD OR 1/2" HIGH � BRACING TO FIRST FLOOR MASONRY WALL
WI 126 NAILS 6 D.C. s /8 GYPSUM BOARD OR I/2 HIGH SCALE: 3/4 -1 -0 SCALE: 3/4 =1 -0
MAX.>TRENGtH CLG. BOARD - 2X 5Tt}O 16 O.G. MAX. STRENGTH CLG. BOARD SCALE: Nts
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ARCHITECT
STATE OF FLORIDA
2011
11/12/16
1 r4` 1' — CY,
File Copy
ARCHITECT
STATE OF FLORIDA
2011
11/12/16
1 r4` 1' — CY,
File Copy
*NOTE. NAIL SNEATHINC; TO ALL 2X AS f=ER EXT. SHEATHING NAILING, ad 4" O.G. MAX E= )r_z=S 4 t "-8" O.G. MAX IN THE 1=IELD
_ SECURE 2x6 MIN. TO ELK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIt�L 2x RIDGE ONE SIZE LARGERA
A W/ 2'X2'XTHAN RAFTER SIZE
Ye WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. 12d NAILS OR
GARAGE DOOR IN JONTS PRIOR TO FILLI MIN. (4) 10d GUN NAILS
DBL. TOP PLATE _ -
OP PLATE 2X4 16" O.C. MAX. _ _ 2x4 COLLAR TIE AT EVERY OTHER
2X4 16' OG. MAX RAFTER W/
SECURE 2X4 TO
WOOD W/l-12a w 6'-e' _._ MIN. (3) 12d NAILS OR - --
MIN. (4) 10d GUN NAILS
O.C. STAGGERED U �
1
n
TAFOrEC E 2 p vE P N tAPSECURE 2 DRIVE P N, 2x RAFTERS °' >
(MIN SHANK SIRE .145 MM.
(MITE SHANK SIZE J45 MIN. - _. - Ix8 NAILER SECURE To TRUSaE8 - -
UTj'�Id' w
µFAD SIZE 300 MIN. µEAD SIZE 300 MITE SECURE 2x4 ON ; I BELOW W/
EMBEDMENT I Ya' W/N S' EMBEDMENT I Ya' W/IN 8' FLAT E x4 (2) 12d NAILS OR
EA END Nor 18 =G MEADX ® BT. PLA .END NOT 18, OC MAD A `Rc-HL.�:AY W/ CUT NAILS. (3) 10d GUN NAILS w EA rRuss
SIDES:
2X6 GARAGE DOOR RUCK W/ (5) RAFTER t0 TRUSS MTS-12
BT. PLATE - TX8" A -BOLTS 4' EMBEDMENT MIN.
2X4 SOLID BLOCKING - W/ 2'X2'X14 WASHER AND NUT R CREATE VOID �FOR STSTRAAP
SECURE r0 SHEATHING 1/2, Cox SPACED EVENLY FROM FLOOR TO
2X4 SOLID BLOCKING IR' COX WITµ MIN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS ROOF DECKING oYPR
SECURE TO SHEATHING EA. END
WITH MIN 2-12d PER ELK PRIOR TO FILLING. PRE-ENG TRUSSES
I-2X6 PT BLOCK w CENTER OF
EA END EXTERIOR
WINDOW AY 2 EXTERIOR ARCHWAY - DOOR HEADER Wau1J'xa' J-BOLTS PRE-ENG• TRUSS
1 4' EMBEDMENT W/ 2"X2'XY®' WASHER I"' ALTERNATE CONNECTION
SCALE: In"- r-m
SCALE: 1/t'.1'-0' - AND NUT. MSTA-24 RAFTER TO BLK'G 4 CONV. FRAMED ROOF
BETWEEN TRUSSES SCALE:
2X4 SECURED TO
GABLE ENG W/(2)12d = NHS. a, PRE_MN4 TRUSSES W/ TRUSS "1115 UPLIFT
/ 6'-8' O.C. ALL ANCHORS SHALL BE IN ACCORDANCE TO CONNECTOR VERIFY W/ SIMPSOM µrSM20
<<� 2X4 SECURED To MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE FRAMING PLAN W/10 10d TO TRUSS
- GABLE END SUCH INSTRUCTIONS ARE MORE STRINGENT �--DOUBLE TOP PLATE AND (4) 1/4' x 2 114"
_ W/(2r2dwEA UPRIGHT
RIPPLE STUDS w I6' O.C. TAPGONS IN GCNT
�'� '� � -" �• GARAGE DOOR MAX POURED LINTEL
3 BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 w EA JACK
"1 00 UPLIFT
SCALE: I/2'=1'-(D" SPAN CHART. STUD, BOTH SIDES of (2) SIMPSOM HTSM20
~ L-30 • OPENING. INSrAll LED ON OPPOSITE
GABLE BLOCKING COX PLYWOOD PACE$ Or BLOCK
IOd TO TRU SWALL
TRUSS 2x STUDS w 16' OC. MAX W/ W/102x4 BLOCKING SµEATI HNC• SHEATHING TO BE ITHIN 4' or wiNDow/ DOOR AND (4) 1/4' x 2 lI4" • EA. RAFTER �' ✓ ^f = s pOOR WOPENING AND SECURE PER �j
RAFT EA
' --- OPENING NAILING SCHEDULE TAPGONS TO GONT
RAFTER POUND LINTEL
1199��f_f,��
all
I
--
��Nq! /`/ FRAMING PRECAST LINii L I9 JACKS (SEE HEADER SPAN CONTINUOUS
F
(U(// CHART FOR DETAILS AND BOND BEAM
CTT P) SPECIFICATION)
5 CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG JACK sruD ASSEMBLY ro BE
V / I SECURED ONE PLY a A TIME.
N.TB. USE 12d NAILS, TWO WITHIN 6'
FROM EACH END J No MORE
2X4 DBL. SP4632' Off. MAX 2X4 DBE. 2X4 TOP PLATE < THAN 12' O.G. STACaGEREp
TOP PLATE TOP BOT I TOP PL Tt I/2" GLG BOARD TO SECURE TO ° I I� x9 A.B. MIN. 7'
NEED MIN 11/2', L S T AN EMBEDMENMr 8' FROM EACH TAP CONS
FIRE -PAS, 1 1/2', WI OW MUST TYP. INTERIOR END 1 32' O.G. MAX. 2 I APARTR
TRUSSAB 1/2' CLG. BOARD TRUSN.
S 1/2' CLG. BOARD TRUSS rRUSuEAB SE TO BLOCK Uj_jj�_DOOR OPENING WD FR SP4OR µ5 w TOP AND
I/2" CLG. BOARD GONT. METAL SCALE: 1/1"=I'-0' BOTTOM PLATES w EA. FULL
LENGTH STUD, Borth SIDES TRUSS ANCHOR
IR pRYWALL 2x4 BLocKS OF OPENING 12 RETROFIT
zx4 WOOD TRACKS, TOP � I O
STUDS X �( BOTTOMLINE OF SLAB NTS.
O.G UON. �J I/2° DRYWALL R" DRYWALL
2x4 coNr, 2x4 WOOD 2X4 CONT.
I SECURE 2x TO BLOCK W/ (21
S�phg STUDS wl6" &TRESS 'x3' TAPCONS OR DRIVE PIN 05 M-5AR VERT- IN CORaER BEAD
���� O.G, U.OI�J�'(O BLOCKING: 2X4 WOOD CHANNEL SWAPPED �9 aSOLID GROUTED CELL --. �
MID -WALL �w MID -WALL SECURE BT, PLATE STUDS w24' STUDS 24' O.C. W/ (MIN SHANK SIZE .145) SEALANT 4
I/2 X9' A.H. (MIN EMBED. I ) 5/e' t"IM 3 COAT- BACKER ROD
SECURE Bt. � 70 SLAB W/ 10d O.G. LAYER � i/2' ��
PLATE TO SLAB MASONRY NAIL w TYPE GYPSUM WITHIN 8" OF EACH END AND CEMt°Nr PLASTER \ 8' CI LL SEE
1/2' DRYWALL 32' O.C. 7
W/ IOd MASONRY BEDI ANT 32' O.C. MAX WALLBOARD IS' O.C. MAX SPACING. I APPLIED / STRUCTURAL FOR
MAX SEE FOUNDATION PLATE I -� DIRECTLY 70 2xb P'r REINFORCEMENT
ATTACHE \
N w 32' O.C. 2X4 PT. SIDE w @ R L MASONRY ATtACµED TO FILL
U , .,���.�, - ,,_ _,.,:�.1� ELAS PER
GONG. SLAB FOR DETAILS GONG. BLAB MU, WALL C
GONC.SLAB PRODUCT
SPPR7VAL REGL
.. ... FROM MIAMI-DADS
SEE FOUNDATION ° ' G SLAB - ` - a COUNTY
d ° ' r �II,EATHERSTRIP
FOR DETAILS SP4w32' O.C. MAX C" . X y ',r. , , MOUL.DINS ALL
1—STORY '' AROUND (BY
1—STORY 1—STORY 1—STORY TYP.INT. WALL a GrAALV.STEEL DOORMANUFJ
a
` ' TRACK BRACKETS
INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS y' "` � —� — — .; — —' — FASTSNeD TO
(NO UPLIFT) (W/ UPLIFT) (NON—BRG.) (NON-BRG.) WOOD JAMB W/
3/I6 •xl 1/4' LAG GALY- STEEL— - - �-.-
8 SCALE:1/2'.1'_® 8 81J SCALE: la'.I'-0' 8C ---
ov�RHEAD DooR
J SCALE: IR'.I'_0" �pE�S ®Rtf� TRACK SL PE BY OTH-ERE
ARCH WINDOW FRAME FAS' MNED TO
Roots
SGAL=: 3/4 I'-ra' W/ R //4K 120XI/2, 13 GARAGE DOOR JAMBS
CARRIAGE BOLTS SCALE: I/2"=
AND LOCK NUTS.
TTFuss TO wooD FRAMING
SMPSON MTS-12 I
PRE-ENG TRUSSES W/TRUSS
PRE-ENG TRUSS - CONNECTOR VERIFY W/
DOUBLE TOP PLATE PRE-ENG. TRUSS FRAMING: PLAN
2x GONTINOUS STRE65 DBL- 2X TOP PLATE ' DOUBLE TOP PLATE PRE-ENG TRUSSES OR
SP4032' OG. MAX /BLOCKING MID WALL 7A&' OCONY• FRAMED
SB• CRIPPLE STUDS w I6' OG. RAFTERS
2x STUDS w 16' O.G. MAX, OR i/16' ZIP SHEATHINGS "i MAX
SYSTEM ONSTALLEv PER �.°, U.O.N. SPECS.) PRE-ENfsIPl3=EKED HEADER SIZE PER : SIMPSON LSTA-12 w EA JACK TI 55
T t G SUBFLOOR GLUED 2X BLOCKING w SPAN CHART. STUD, BOTH SIDES of
AND SCREWED AS PER TOP OF OPENING
FASTNER SCHEDULE MT5-12 1/2' GDX 7 2x STUDS w 16" O.G. MAX W/
2FLOOR STUDS t0 Np FLOOR SCUDS 2X STUDS 16' O.G. MAX SHEATµING. SHEATHING TO BE DOOR/ ' OF SIMPSON MSTA-36 w 32' 2X BTM, PLATE WINDOW WITHIN } WINDOW/ DOOR
OG. MAX 3/4' FLOOR DECKING ° OPENING OPENAILN CND U E RE PER 2X4 D5L.
MSTA-36 32' OC. TOP PLATE
MAXKING STUDS (SEE HEADER /I6' 05.5. ' SPAN CHART FOR DETAILS
PRE- ENGINEERED AND SPECIFICATION)
FLOOR GIRDER f ;
PRE -ENO FLOOR TTR ISS JACKS (SEE HEADER SPAN
ING OR
DOUBLE TOP PLATE PRE- ENGINEERED — — - /, CHART FOR DETAILS AND Gp� O A ATTACHED $X T O.0
2x CONTNNOUS STRESS FLOOR TRUSS 1 -1 I I SPECIFICATION) PE A R SCHEDULE PLATE
BLOCKING MID WALL ' JACK STUD ASSEMBLY 70 BE ON SHEET D2 1 OS E3.
QI CONTINUOUS SHEATHING 70 BEGIN AT TOP OF HLK /% OR /Ib' ZIP SHEATHING MTS-12
2x STUDS w Ib' O.C. MAX, W/ 114" GAP FROM BLK. TO O.S.B. - SECURED ONE PLY w A TIME. SYSTEM (INSTALLED PER
U.O.N. ! USE 12d NAILS, T1110 WITHIN 6' MANWF. SPECS.) TEXT. i=1Nf5W
1/2, GYP. WL. BD. O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT / ' / FROM EACH END 4 NO MORE 2x4 BLOCKING UNDER
SECURE ST. PLATE TO PERIMETER OF O.SB. TO PROVIDE Conk. NAIL PATTERN— THAN 12 O.G. STAGGERED WALL STUDS NDER ETA-16
SP4032' O.G. MAX SLAB W/ 1/'x9" ANCHOR O REMAINING AREA TO BE SHEATHED FRoN? DBL. TOP in 6P4 OR H5 w TOP AND BETWEEN TRUSS BAYS W/ PRE- N
BOLT W/ 2' WASHER SET IN PLATE 70 HORIZONTAL BLOCKING. BOTTOM PLATES 4 EA. FULL (3) 12d'e EACH END
SIMPSON HIGH STRENGTH j LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE - - ' CMU WALL
EPDXY 1" EMBED. MIN. ®SHEATHING w TOP OF WOOD FRAMED WALL TO BE , OF OPENING.
STAGGERED MIN OF I6' FROM SHEET BELOW 5i-IEATHING TO LAP TO STUDS w 16, O.G.
32' OZ.t�I SP4 • STUp
32' L. MAX Q5 INSTALL ALL SµEETS WiFACE BOTTOM OF PRE-ENG'D MTS-12 w EVER GRAIN PARALLEL TO STUDS TRUSS BELOW.. SHEATHING
MUST NOT BREAK I'-4' MIN. 2X4 5..,
&�INT. 2—STORY L, B_W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ FROM 2ND PLR. LINE. DORMER KNEE WALL DETAIL @ ENTRY
scALE: 1n'.r-®' 4 SCALE; 1/1='--0 DOOR OPENING WD FRAMED 1U SCALE: 3/4'=r-m'
14 SGALE:I/1'=r-m' ATTACHMENT
CONTROL DATE: 07/01/15
A R C H I T E C T S
4Design
Grou lnc
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
w
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CREEKSIDE
LOT# 86
PROJZCT#
04321.000
KODETA
4EJB
"2807- ELLE"
aAR.AGE BVMG:
LEFT
PAGffi:
MIS C.
DETAILS
ARCHITECT
STATE OF FLORIDA
D �; ! 11/12/16
A* Win. 1/4"=1'-0"
8IMMT
D4
4 Planning & Development Services Department
a Building & Regulations Division
s Product Review Affidavit
Building Permit # Owners Name Applicant
Product Opening Design
Product Rated
Manufacturer
Model #
Product Approval
Glass Type
Method of Attachment
Pressure
Design Pressure
Number
Concrete tapcon anchor, 1/4", 6" max o/c spacing in top
Swing door
g
+36 47
( ) / ( )
+67 67
( ) J ( )
Therma-Tru
Smooth Star
FL5891.2-R6
N/A
J
right and left corners, 14" max. spacing elsewhere
horizontally and vertically. 11/4" embedment.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from
corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
SH Window
(+38) / (-48)
(+50) J (-50)
Ply Gem
Ply Gem 1500
FL16103.1-R9
Non Impact
anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4"
@ head. 1 1/4" embedment. Two additional tapcons
midspan and one at lower frame required vertically each
side. Install per manufacturers recommended
requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment.
Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max.
SH Window (Integral
(+38) / (-48)
(+50) / (-55)
Ply Gem
Ply Gem 1500
FL16100.1-R6
Non Impact
from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4"
Mulled)
embedment. Eight additional tapcons top and bottom
required horitontally, one midspan vertically each side.
Install per manufacturers recommended requirements.
Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from
corners, 14" o/c at jamb, 16" @ head / sill, 1 1/4"
embedment. Type II: 3/16" or 1/4" ITW concrete tapcon
Picture Window
+38 48
{ ) / (- )
+55 55
{ ) / (- )
PI Gem
y
PI Gem 1500
y
FL16104.2-R4
Non Impact
p
anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2"
@ head / sill. 1 1/4" embedment. Five additional tapcons
top and bottom required horitontally,two midspan
vertically each side. Install per manufacturers
recommended requirements.
1/4" concrete tapcon anchor. 2 1/2" minimum edge
Sliding Glass Door
{+33) / (-41)
(+25) / (-50)
Ply Gem
Builders Series
FL14634.1-R3
Non Impact
distance. 6" max o/c from corners and 20 3/4" max o/c
4780
elsewhere top, vertically and bottom. 2 1/2" min
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Vertical o/c 14" max. Top and bottom get a tapcon in
center of opening. 1 1/4" embedment.
Opaque slab with or
Single door with sidelite. 1/4" concrete tapcon anchor. 3"
without impact
(+36) / (-47)
(+50) / (-50)
Therma-Tru
Smooth Star
FL15037.1-R2
N/A
max o/c for corners as well as each side of sidelite. Tapcon
sidelights (1 or 2)
needed at top and bottom middle of opening for door
panel and sidelite. 14" vertical max 0/c elsewhere. 1 1/4"
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Opaque double
Tapcon required 3" each side of center of opening top and
door without
(+36) / (-47)
(+50) / (-50)
Therma-Tiu
Smooth Star
FL15225.5-R3
N/A
bottom. Top and bottom centerline of each door slab get
sidelights
tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4"
embedment.
1/4" concrete tapcon anchor. 6" max o/c for corners.
Tapcon required 3" each side of center of opening top and
Opaque single door
+36 47
{ ) / ( )
+47 47
( } / { )
Therma-Tru
Smooth Star
FL14985.1-R2
N/A
J
bottom. Top and bottom centerline of each door slab get
with transom
�� "
tapcon. Rest of vertical 0/c spacing is 14 max. 1 1/4
embedment.
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
Double Garage Door
(+29) / (-35)
(+46) J (-42)
Clopay
16.2x7 73 W6
FL16546.6-R9
N/A
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,
with at least 3/8" dia. heads, long enough to penetrate
through plywood or 3/4" into boards. Use 4 nails per
Roof
IKO Cambridge
FL7006.1-R10
shingle placed 6-1/8" above the butt edge, approx. 1" and
13" from each end and 1/2" above each cutout. Drive
nails straight so that nail head is flush with, but not
cutting into shingle surface.
i
Miami -Dade approved corrosion resistant tin -caps and 12
Underlayment
i
Interwrap
RhinoRoof U20
FL15216.1-R3
gauge 1 Y<" annular ring -shank nails,
spaced 6" o.c. at all laps and three staggered rows
fastened 12" o.c. in the field of the roll
2
Soffit
+31.6, -38.8
(+157) / (-46.1)
PlyGem
Variform Soffits
FL24161.1
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels
Hurricane Storm
embedment @ 13/4" in concrete / masonry, 2 1/2" min.
Less than 6' s an
p
(+47) J (-53)
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12" o/c max. spacing. Can be headed screw
or all thread but with wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum
Hurricane Panels 6'
Hurricane Storm
embedment @ 1 3/4" in concrete / masonry, 2 1/2" min.
span or more
(+45) / (-50)
�
panel MFG.
24 GAGE
FL16293-R2
edge distance, 12" o/c max, spacing. Can be headed screw
,
or all thread but with wing nuts.
Zip System
Install per manufacturers recommended requirements.
Sheathing
Huber
Wall Sheathing
17147-R2
g N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
AA *: 0003325
SU13 HIV: ae LOT:
CREEKSIDE
LOT# 86
I` • •
W",g I i f
MODEXA
4EeJ B
"2807—ELLE"
GAItAGE S G:
®
LEFT
PAGE:
PRODUCT
APPROVAL
SCHEDULE
OR Mr*��,
11 /12 /1 Fi
Sb + : 1/4"=1'-01
File COPY
MOTE: NOTE:
NOTE:
IF ZIP & 4EAT1-4INCs SYSTEM IS APPROVED BUILDING WRAP IF ZIP SPEATPING SYSTEM 15
INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELP-ADHERING MEMBRANE-
6' s VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE
MANUFACTURERS MANUFACTURERS d>
ENDS) t 6' s HORITONTAL LAPS. � WRAP MATERIAL) OVER
INSTALLATION PROCEDURES ALL SEAMS NEED To 5E TAPED LATH VERTICAL LAP TO BE 1' INSTALLATION PROCEDURES APPROVED HOUSE WRAP.
WITH FORTIBER 5HEATI-lINICs TAPE PLA5HING TO EXTEND ONTO PIPE
/ 1' OR LESS PIPE I
PI FOR1Ep CONTROL JOINT �' \ P'LASTER3 COAT CEMENT PENETRATION ^• I=LA5 SELF -ADHERING 1 IEBRANE
�, I„`�`-- I ' FLASHING (COMPATIBLE W/ ROUSE
WRAP MATERIAL) OVER 4'x4'
FLANGE OP CONTROL JOINTS T / \ \ SELF -ADHERING MEMBRANE
\
BE WIRED TIED 7O LAt1-1 s 9W " ^� F� LAYER 02, FORtIFIBER PLASHING OVER APPROVED
HOUSE WRAP.
O.G. MAX (VERT.) NOTE: DO BUILDING PAPER / I° MIN. LAP ® METAL LATH
NOT FASTEN CONTROL JOINT TO / FLASHING TO EXTEND ONTO PIPE
WALL EVEN IF STUD EXISTS
BEYOND EXCEPT STAPLES W/ APPROVED METAL LAIR /
is" LEG MAY 5E USED TO TEMP. FASTENED s7' (VERT.) O.G. MAX
SECURE CONTROL JOINT At SUPPORTS X X X /
DURING INSTALLATION CUT AND OVERLAP ONE OF
WR5 LAYER 01, 4 METAL LATH SELF D ING MEMBRANES GUT AND OVERLAP ONE SIDE OF
FLASHING SELF -ADHERING MEMBRANE
FASTENERS TO B SPACED P ---
. 7' Or— MAX VERTICALLY STEP 0 STEP M2 FLASHING
WOOD BREATHING / % % ,
OR "IA6' TIP SHEATHING / WRB LAYER M, THICK, 3 COAT CEMENT
SYSTEM STALLED PER j STUCCO WRAP PLASTER LAYER UR p
1 I?N CSJ METAL LATH
a r 6' MIN PAPER LAP BELOW ONLY /
/ IPIBER , . �- - -- BUILDING PAPER RTIPIBER
.. WRB LAYER r1, FORTIFISER WRB LAYER �1, FORT
BUILDING PAPERI METAL LATH
BUILD[NG PAPER I
WRB LAYER M, Wx6' 5ELF-ADPERINo MEMBRANE
STUCCO WRAP �PLASHINCs OVER 4'x4'
�' TO z. I SELF -ADHERING MEMBRANE
INSTALL FASTENERS (CLIPS, V FLASHING OVER APPROVED
LATH SHALL NOT OnP MIN.
WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP.
&' TO S"
BE CONTINUOUS 6° TO a' I OR 1/16' TIP SHEATH W
UI1
/ 7, I�67�D TO SECURE FLASHING TO EXTEND ONTO PIPE
THROUGH CONTROL MIN _ MIN. M�iNUF. SPECS.) LTD FAR
PIPE/ WIRE TO FRAMINGIL --4"x4" SELF -ADHERING MEMBRANE
JOINTS BUT SHALL Y--
'rk,
FLASHING OVER APPROVED
BE STOPPED AND
HOUSE WRAP.
TIED AT EACR SIDE. PROVIDE 2X4 BLOCKING LA-
MIN LATH PLASRINCs TO EXTEND ONTO PIPE
PER A5TM CI063 LA- 4° OvER
`T.10.I.4 PLACED FLAT MAX. 6' TO 8' ! - ALL LAP
FROM CONTROL JOINT WHEN `- _ _ — '
CONTROL JOINT FALLS ON 2 PAPER LAP 1 I 36 CONT. BEAD OF SEALANT
NOTE: \ STRUCTURAL STUD SCALE: I In'=r-i0'
1. FASTENERS FOR LATH TO 5E NAILS OR --' INSTALL APPROVED 401,15EWRAP AIR
STAPLES IN COMPLIANCE W/ ASTM C1063 MPILTRATION 5ARRIER OVER
2. WIRE TIES t0 BE (NO. 10) 0.041b" WIRE / �—�✓ 1 SHEATHING
3. BLOCKING SHOWN MAY BE IN ADDITION \/ ELASTOMERIC COATING OVER STUCCO/
t0 WALL STUDS REQUIRED PER PLAN / _>—< I G.V. FINISR (SEE TYP WALL SECTION)
3��, mk VERTICAL LATH
& PAPER DETAIL
WOOD STUDS
GTION EPER xlen SECTION O plaathinp a dsterinS]
Nam: SHEATHING y Exterior use of portland Cement plaster
SIDE LAPS OF METAL OR tA6' TIP SHEATHINGS SYSTEM shall comply with the application
PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A.
NOTE
5E SECURED TO 5UILDING :DING— Mw. Installation of with
AST lathing and framing
FRAMING MEMBERS. PAPER � : AP IF ZIP SI-iEATH'INl3 SYSTEM IS shall comply ASTM C 106312A- _�
"M" TYPE CONTROL JOINT TREY SHALL BE TIED k INSTALLED, PLEASE SEE -- ---
BETWEEN SUPPORTS
WIN 004154,L (121-MM) STUCCO >2 LAP Q LATH MANUFACTURER5
WIRE At INTERVALS NOT gr s° LAP ®PAR INSTALLATION PROCI=DURE5
MORE THAN 9' (22S-MM).
AS PER ASTM C1063 .•,f �N ION J��FIJ� \I�l�
I. FOLD INWARD PT. A O I. FOLD INWARD a PT. A �•8•��j I ` #�
`i 7. G�A8E a PT. B �'^� ('� NOTE: yd
® ® ® KIC KO UT POR REPAIR OF TEARS HORIZONTAL LATH N.Q.J.
DETAIL M Y LAYERS, TEARS
MAY BE PATCHED & PAPER DETAIL
111144OUSE WRAP TAPE
PER MANI SPEC. OR
FOLD PEEL t STICK
. 45r -
-77
® 1/I6" ZIP SPEATI-41NG
SYSTEM (INSTALLED PER
MANUF. SPECS.) OR
I. FOLD INWARD + (� (.:OLD INWARD . PT. A WOOD SHEATHING OR GMU
I=r. A 2. cRE aSE • P . e WRB LAYER "I,
'' CREASE ' B
3. CREASEsT. C STUCCO WRAP (FRAME ONLY)
3. CREASE . Pr. G 4. =OLD F.T. G OVER PT.
B TILL FT. C TCL.--ES
-LASE s THICK, 3 COAT CEMENT
j kk PLASTER (FRAME), 1/2" 2 GOAT
7fts i i CEMENT PLASTER (GMU) LEGEND
liftMETAL LATH (FRAME ONLY)
ROOF A e TAPE OVER D IRA I NAG fi L AN C U R5
• ,,. BOTTOM
R /W LL SCREED LXrEfR "I, 5TUCCO UJf''4I=)
WATENOTE: OVAL. - Flour
PEtaOLD, QQ
IF ZIP 51-4EAT4NG SYSTEM I5 hQ1`
;;' THICK, 3 COAT CEMENT �✓''X5" "L' TYPE CONTINUOUS I #
INSTALLED, PLEASE SEE Z — WIR5 L,4� f C�OiRT1f=i EfR
PLASTER lS ER (C Im s COAT CsALY. METAL FLA51 �INCx j�,� I I N �, � �a�
MANUFACTURERS CEMENT PLASTER «a'tu) z (NAIL TO ROOF DECK, NOT
INSTALLATION PROCEDURES WR5 LAYER 02, FORrIFIBER ��
HUILDING PAPER (FRAME ONLY) WALL SHEATHING)
wRs LAYER x, CAP SHINGLE - DO NOT NAIL, I" IE TAL LATH X X X X
STUCCO WRAP (FRAME ONLY) INSTALL WITH ROOF CEMENT
' LAP LAYERS OF BUILDING WRAP
OVER NAILING FLANGE, STOP
i
AMXW
ONLY) °
FRM9E OR GMu
,r —
~I EXIERAOR
ROOF GEMENT
6x9W41_LKA8411NG r I ROOF PER ELEVATIONS WOOD eHEATHING %/%''//%�
o OR 1/16" ZIP SHEATHING SY `5TE I'
labI DETAIL)
ET I-OUr FLASUNG lSEE ��. (INSTALL- D PER MANLII=. SPECS.)
NOTE: 5ELF-ADHE&VE FLAB ZING - - - - - -
���� / IF ZIP 51-4EATHING SYSTEM IS NOTE:
1 OTE
INSTALLED, PLEASE SEE 1 �
MANUFACTURERS 1„IETAL LATH: LATH TO 5E FER 5ECTION
FELT UNDEM.AYMENr INSTALLATION PROCEDURES
�p --- WATER TKaI-IT BEO,L IpEND OR /J� /� �`�' �i, /� �%�j �%� /v+.�
of L{4 - INBrA11 KIQCC{!T 80LDER DO NOT CUrI L 5 5 .
044MALE ROOF }_FiUT'8'�O FLAe44 N3 AT BM OTTOOF ROCP 8
WALL MTERBEGTIONS P EF'EIR 50. `r.4fizD C UIT I L I T� OfiR NOI''I' IN,4L
DRIDGE' OVERLAP 3' _—_.._.__
EMEND Ifl' SLOW TI tlY C 1I�H�I IAI \ LATH fi'°� G, I� � C: , /� 'I'
B;ASTW 4' MECHANICALLr FASGtA WRAP � 1' ' u i A S T JL � JL �T G J../ O V I V O T 1"I T �.J F' E C (P I C f� I ION 5
FASTEN 4' Or— MAX > > ) 7
N.T.S.
t
0
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
BUBDTV. din LOIN
CREEKSIDE
LOT# 86
MODEL:
4EJB
"2807- ELLE"
1E s G:
LEFT
p WALL
ASSEMBLY
DETAILS
ARCHITECT:
STATE OF FLORIDA
JAB 19 2311/
DATZ: 11/12/16
sC' :1/4"=1'-0"
8M=T
�11-le copy
NOTE` INSTALL 6' SELF -ADHERING
IF ZIP SHEATHING SYSTEM IS MEMBRANE PLASHING OVER STUCCO
INSTALLED, PLEASE SEE TOP, SIDES) AND 50TTOM FINISH
MANUFACTURERS FLANGES OF NON -MOVABLE
INSTALLATION PROCEDURES FRAME OP THE EXHAUST. - & F ADHESIVE 5 WOOD CONSTRUCTION
SEQUENCE OP PLASHING /16
t0 BE: TOP SIDES 7^ ZIP SHEATHING SYSTEM 1/16' ZIP SHEATHING SYSTEM
I. BOTTOM. 2. SIDES. 3.. TOP ��ff (INSTALLED PER MANUP. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR
x: VENT CAP Is to BE SET IN BEp LP
WOOD SHEATHING WOOD SHEATHING
- I OF SEALANT At TOP AND FLASHING
' WR5 LAYER
WRAP
ONLY. SEALANT IS t0 BE UNIT WRB LAYER *I, LAYER •2, FORTIFIBER
TOOLED So AS TO DEFLECT STUCCO WRAP ;
WATER AWAY PROM JOINTS. r' ' pINCs PAPER
I PREMANUF. DRYER
l: X. E-Z BEAD ALL AROUND r/-7,5,u,,L
VENT-APPLY SEALANT ALL VENT GAP (SET INAL LATH
"X I JOINTS AND INTERSECTIONS CONT. SEALANT) T WRB LAYER +'2, FORTIFIBER WOOD 7/8' TrxnIRED
' APPLY SEALANT At PERIMETER OF BUILDING PAPER cortSTleuctroN y,,. I=INISH 6 WOOD
BACKER ROD ?; NON -MOVABLE FRAME AND STUCCO ; L_' FASTEN To WOOD STRUCTURAL
- - ON ALL SIDES, Ya" CAULKING + JOINT
ALL AROUND = SEALAI`JT � ��, -In 8' GMU MEMBER w i' O.G. MAX
TOP a SIDES s TNIGK, 3 GOAT CEMENT
-- -- - PLASTER Yal
PER SECTION R703.7 lEPO NM�IDWALL
u
I Exterior lathing and plastering ;"•;
BACKER ROD Exterior use of portland cement plaster - s
shall comply with the application DRYER VENT (BLOCK) WEEP SCREED Ye" TO yg" MID -WALL --- i1
/ --
I �� X requirements of ASTM C 926-12A. 6" WIDE STRIP SELF
J it
x I Installation of exterior lathing and framing ADHESIVE FLASHING, GLEAN
1 i X shall comply with ASTM C 1063-12A. „
MASONRY BEFORE APPLYING
6 SELF-ADN•1=SINE
WRB LAYER *I, it TEXTURED
-LASHING FINISH m MASONRY
STUCCO WRAP ' x'
HOODED VENT BUILDING PAPER
WOOD FRAMED
" THICK 3 COAT CEMENT �AS „QUICK f _ WALL B HORIZONTAL WEEP SCREED
PLASTER (FRAME TO BLOCK
METAL LATH PIPE THROUGH _ _I UA HORIZONTAL WEEP SCREED
WR15 LAYER 02, FORtIPIBER WALL FRAME TO FRAME NOTE:
BUILDING PAPER - NOTE: IF ZIP SHEATHING SYSTEM 15
WOOD SHEATHING INSTALLED, PLEASE SEE
IP ZIP 51-IEATI-IINCs SYSTEM IS INSTALLED,
DRYER VENT (FRAME) /% PLEASE SEE MANUFACTURERS MANUFACTURERS
6' SELF ADHESIVE � ; � ,��
INSTALLATION PROCEDURES INSTALLATION PROCEDURES
PLASHING (INSTALL
PER MANUF. SPECS.) ; / �•
7/16" ZIP SNEATHINCs 5YSTEM
(INSTALLED F'ER MANUF. SPECS.) OR BUILDING PAPER 10
WOOD SHEATHINGS UNDER "QUICK PLASH"
WRB LAYER M, NOTE: WR5 LAYER 01,-77
STUCCO WRAP IF ZIP SI-IEATI-IINC� SYSTEM IS GUT OPENING: IN STUCCO WRAP 47
APPROVED HOUSEWRAP
WRB LAYER 02, PORTIPISER INSTALLED, PLEASE SEE
BUILDING PAPER MANUFACTURERS FOR BOX INSTALLATION
WOOD INSTALLATION PROCEDURES
CZNstucrlON CUT "X' INTO
ENT PENETRATION SELF-ADHERINGs �X"
` T STUCCO
LAYER '%,
METAL TH STUCCO WRAP MEMBRANE PLAS-11NC:
SCALE: N.T.S.
e' cMu YL Wx BEap APPLY 5ELF-ADHERINGs +...;.
I D SAND MEMBRANE FLASHING
to1�' MID -WALL j WOOF SHEATHINCx OVER BOX AND OVER
SG
APPROVED WRB LAYER
&TF '*1 &T *'2
W WIDE STRIP SELF
- ADHESIVE FLASHING, GLEaN
_-_ MASONRY BEFORE APPLYINCs
- APPROVED — _
Z PLASHIN(; HoUSEWRAP WRB LAYER "I,
{3ELOW STUCCO WRAP
ELEC. METER FIELD I
STONE VENEER VERH=Y LOCATION ELEC. METER MELD
-- OVER SCRATCH COAT - VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN
RSELF-ADHERINGx
NO MEMBAN= GRADE "D" FELT MEMBRANE FLA5HING
E�NTERS max, - OVER
APPLY STUCCO 5CRATCI4 COAT APPLY to PACE SELF-ADHI=RIND -
EDGE FLASHING OVER
HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED
W STONE VENEER PRIOR TO INSTALLING ELEC. HousEWRAP
' METER (FRAME TO BLOCS 7 WRB LAYER 02, FORTIFIBER
� I/
CAVITY TO BE FILLED BUILDING PAPER
WITH RIGID POLYMERIC ST F # ,
���'+ � �T � ISOGYANOTE-POLYBLEND FOAM
lar JL�I ("GREAT STUFF" OR SIMILAR)
CI ACt/SMC�I/"
DRAINAGE PLANE (WRB
APPLY A SILICON
SASE SEALANT AT POINT
LATER #I, 5TUCCO WRAP)
THAT ELEC. WIRE PENETRATES
APPLY E-Z BEAD
WRB LAYER #2 (FORTIFIBER — — — — —
.;
60 MIN
GRADE GRADE
5UILDING RAPER)
AREA To RECEIVE
FELT -PROVIDE
STUCCO SCRATCI4 COAT
SEALANT At ALL
METAL LATH X—X—X—X
I COAT OF PAINT W/BACK-
JOINTS AND
ROLL PRIOR TO
INTERSECTIONS
5TUGG0
ELEC. METER IN5TALLATION
PROVIDE STUCCO SGRATGI-I
GOAT LARGER THAN THE ELEC.
O •O*Q.0 p
.o a.
o. .o
O O•
o. .e
•O O•
Q. .0
; .OsO.p C
WOOD SHEATHING METER CAN OR METER CAN /
OR 1/16" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND
(INSTALLED PER MANUF. SPECS.) DISCONNECT 6
SELF-ADHESIVE FL,45HINCx — - — ST D 5T f= ro
NOTE: ELECTRICAL RECEPTACLE
METAL LATH: LATH TO SE PER SECTION ELECTRICAL CONDUIT
R103.1 / ASTM C-&41-09, MIN. 2.rp L55. PENETRATION
PER Sa. �rARD (UTILITY OR NOMINAL
LATH DOES NOT MEET SPECIFICATIONS)
ARCHITECTS
•1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www. a bdesi gn gro u p. com
AA #: 0003325
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CREEKSIDE
LOT# 86
PROJMCT#
04321.000
MODELc
4EJB
"2807- ELLS"
GABAGE G6.
LEFT
P R:
WALL
ASSEMBLY
DETAILS
ARCHITECT:
STATE OF FLORIDA
dITI 11/12/16
i/4"=1'-01"
ET
A2
EXr. WOOD rRAMED COLUMN SHEATHING
WOOD SHEATHING WALL WRB LAYER "I, AtHER RESISTIVE
STUCCO WRAP SUB -FLOOR DECKING r' BARRIER "I
3° X 3' 26 GA. GALV. WEA 45R RESISTIVE
WOOD WRB LAYER "2, FORTIEIBER FINISH LAYER (2 LAYER METAL DRIP EDGE BARRIER "2
GoNSTRUGTION BUILDING PAPER PRE-ENG'!D TRUSS PEEL E STICK)
3/a' PAT CHANNEL " 3 COAT CEMENT SET IN FULL BED Or -
THICK,
WEATHER RESISTIVE -_ `- b" PEEL < SEALANT, J�" MIN.
W/°'/s" TYPE 'X' DRYWALL PLASTER BARRIER "I y STICK + DRIP V�` FASPACEDRRE OM DRIP ! IJ(Z x3PEEL � 'L�', LASHING
b' SAP. m TOP OF WEEP SCREED WEATHER RESISTIVE EDGE TO
,- TO SHEATHING BEHIND WEEP SCREED BARRIER "2 i FULLY EMBEDDED
DECK
' THICK, 3 GOAT CEMENT ...................... , .. IN ROOF CEMENT
4' POSITIVE DRAIN RIES
WOOD SHEATHING a WEEP SCREED PLASTER
—j 1VW GAP FOR BACKER ' METAL DRIP EDGELV.
�e �, e` METAL LATH - i / ,I ROD 4 SEALANT ;l SET IN FULL BED OF
WRB LAYER "I, + e 4a" CHAP FOR BACKER n
11� XI �a P.t. OR SIMULATED SEALANT, h MIN.
+r �` WOOD SHEAT{ IINCs WOOD (tREX) FILLER,
StUGGO WRAP + \ ROD 8 SEALANT SPACE FROM DRIP
" THICK, 3 COAT CEMENT \ C.UNTINUOUS r VINYL CASING BEAD
FACE TO TREX WEATHER RESISTIVE
PLASTER + \ 6' SELF -ADHERING WATER PROOFING let t \� WEATHER RESISTIVE VINYL CASINO: BEAD BARRIER 41
AM66-WPWG-rt80 GLLSTOM CASING BEAD^ i , T. FLASHING WRAPPED / BARRIER 01
+ ° RI GRADE LAYER (2 LAYER FEEL E i `� WEATHER RESISTIVE
BARRIER "2
T TOP A WEEP SCREED ` ` LAYER (2 LAYER PEEL ' - - EXTERIOR COLUMN
L STICK) WRAPPED FROM �_— WEAtI DER RESISTIVE WATER PROOFING let
+, , t0 SHEATI 1NG BELOW BALCONY DECK t0
+, , `t m� ( BARRIER "2
+ \ CANTILEVER A'+WFM�T - awu=
WRB LAYER "I, HICK, 3 COAT CEMENT i i STICK) AMWM CL4WM ` COLUMN SHEATHING
' STUCCO WRAP ¢" POSITIVE DRAIN PLASTER 6' PEEL : STICK 1i JC EMBRANE, l
+, ' ,X: ` VINYL CORNER BEAD P.
WEEP SCREED
DRIP EDGE TO PECK
N OVER DRIP PEEL t STICK
vx"4,=r i �, WRB LAYER "2, FORtIFIBER NO G,ql� IN D VINYL CASING BEAD SUB FLOOR t _ • g° ' "L" FLASHING
BUILDING PAPER (SHOWN FOR CLARIFICA OF ®® _ X 3" 26 GA. GALV. SUB FLOOR LY EMBEDDED IN
SEPARATE ACCESSO ) ROOF CEMENT
" METAL DRIP EDGE � !
- :- SET IN PULL BED OF
--- -----
t 6" SELF-ADHEREING I A" X 3" 26 GA. GALV.
_ ' I J�'X1 3/a' P.T. OR SIMULAt S3=ALANt, )6MIN. %;-
...............
\ ++ FLASHING WRAPPED SPACE FROM DRIP X1)� P R SIMULAtEp METAL DRIP EDGE
WR15 LA t RAP e / A CORNER OF CANTILEVER WOOD ItRE LER, PAGE t0 tREX SET IN FULL BED OF
GON1 S r OD ( J FILLER,
4 POSITIVE DRAIN
AMICO AM66-WFWC-t80 'ems I �� ,� WEEP SCREED Ya" FO B +(CER VINYL CASING BEAD SEALANT, MIN.
SPACE FROM DRIP
CUSTOM CASING BEAD t ANt (LAYER l2 LATER A7 R PEEL let AP OR SEALANT VIACL TO TREES BEAD
F AYER (2 LAYER R ROD. ' St'C'" STICK) WRAPPED FROM WATER PROOFING Ist
3/ RESILIENT BALCONY DECK TO IPIED 90 LAYER (2 LAYER PEEL t
CANTILEVER
NO GAP IN FIELD HAT CHANNEL 3/4 RESILIENT STICK) WRAPPED FROM
(SHOWN FOR CLARIFICATION OF NOTE: 1® , VINYL CASING BEAD - i° THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK TO
SEPARATE ACCESSORIES ONLY) IP ZIP SHEATHING SYSTEM 15 V PLASTER CANTILEVER
CASING BEAD INSTALLED, PLEASE SEE ;' VINYL CASING BEAD
METAL LATH
J' THICK, 3 COAT CEMENT
MANUFACTURERS 5/8' TYPE °X" DRYWALL WOOD SHEATHING PLASTER
1 lJ n ^H DTL. C9 CANT. INSTALLATION f ROCEtDURES W/TEXTURED t PAINTED WEATHER RESISTIVE 5/8" TYPE 'x' DRYWALL METAL LATH
L E'G E BARRIER "I
SCALE: I I!2'=1'-0" FINISH - W/TEXTURED E PAINTED
WEATHER RESISTIVE FINISH WOOD SHEATHING
" THICK, 3 COAT CEMENT BAIRIVE DRAIN 4' POSITIVE DRAIN
DRAINAGE PLANE (WRB PLASTER WEEP SCREED P THICK, 3 COAT CEMENT WEEP SCREED
NOt�/� % I /� y-I I VINYL CORNER BEAD PLASTER O GAP IN FIELD
1"I T.4L LA t-t: L+4�+-� �® P � S CE f ON LAYER 1, 5TU�CCC I, JRAF) VINYL CASING BEAD NO CsAP IN FIELD VINYL COF'IVi=R BEAD (SHOWN FOR CLARIFICATION Ot=
(SHOWN FOR CLARi ICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY
R103.=I / A5T1"I C = a4 1- 0c3/ 1" I IN. 2.5 L55. UJRB LAYER 11 (F-CRTF 15 R — — — — — SEPARATE ACCESSORIES ONLY)
PER 5Q •C AjRD (UTILIT T' CfR NOrIINAL BU'ILDINCz PAPER) BALCONY DRIP BALCONY DRIP
11A EDGE INSTALLATION 11C EDGE INSTALLATION Ca) COLUMN
LATI-f DOE5 NOT 1"IEET 5f� GIFIGATIONS) P IETAL LAT�4 x x x x W "L" FLASHING)
t SCALE: NTS
NOTE: WOOD CONSTRUCTION STUCCO I a ��I Wooly 5�11=ATHING NOTE:
IF ZIP SHEATHING SY E IS oi-
INSTALLED, P EASE ;.'r IF ZIP SHEATHING SYSTEM IS
MANUFAGtU RS WEATHER RESISTIVE INSTALLED, PLEASE SEE
l - 2x FRAMING MEMBER uJRB LAYER *, MANUFACTURERS
INSTALLATIONPROCE RI=s BARRIER 01 UJOOD S#=IE�4t f NCB ����� STUCCO WRAP Sc! INSTALLATION PROCEDURES
3/4 RESILIENT WEATHER RESISTIVE OR-f!1(o" ZIP �v'I�EATI �INCx SYSTEM
HAT CHANNEL BARRIER "2 (INSTALLED PER MANUF. SPECS.) �- g" THICK, 3 COAT CEMENT '
SELF-ADI-I'E5IVE FLASWNC — — — — PLASTER WOOD SHEATHING
CASING BEAD ,
WRB LAYER "2, FORtIFIBER '-
" THICK, 3 COAT CEMENT BUILDING PAPi=R
PLASTER 2 1/2 CORNER BEADS as'
5/S TYPE "
1=ASTENED TO SHEATHING
RB LAYER 1
x" DRYWALL METAL LATH rt" O.G. MAX. METAL LATH I STUCCO WRAP
W/ rEXTURED E PAINTE
FINISH ; �IO�?D ea[ari rs r+ x. ^x-->< x w-x,- _
$ THICK,, 3 COAT CEMENT ' WRB LAYER 02, I=ORTIFIBER
° THICK 3 )AT cEM_ C2x'I�EADER °' PLASTER >1I I 5UILDING PAPER
PLASTE
- WRB LAYER *11, 6"SELL=-ADHERING . � METAL LATH
INY E 4 POSITIVE DRAIN x
WEEP SCREED STUCCO WRAP FLASHING
4 (EXPLD THICK, 3 COAT CEMENT
VINYL CASING BEAD NO GAP IN FIELD WOOD SHEATHING I �' t ODEVIEW FOR PLASTER
(SHOWN FOR CLARIFICATION OF l DRIP GAP t �t CLARITY)
SEPARATE ACCESSORIES ONLY) METAL LATH ti
DRIP EDGE
11� -- WR5 LAYER 02, FORTIFIPER
INSTALLATION 5UILDING PAPER WINDOW FLANGE — \,
NOTE: CORNER BEAD OP FRAME WRBL ER ;
11= ZIP SHEATHING S S EM IS WOOD CONStRUGItON � �j J� STUCC WRAP
INSTALLED, PLEAS S E 4 x �; "
INSTALLATION N E URES WEATHER RESISTIVE RERS 2 1 211 BARRIER WRB LAYER "2, PORTIPIBER 4•
"I� CORNER BEAD
WEATHER RESISTIVE CI=ASTENER 4 SPACING �" O.G.1 BUILDING PAPER a'
BARRIER "2 -
tr i i 1t1
' METAL LATH
VINYL CASING BEAD 1 1 r
� THICK, 3 GOAT CEMENT �
PLASTER �' THICK, 3 COAT CEMENT
5/6' TYPE 'X' DRYWALL METAL LATH Z. PLASTER
W/7EXTURED 4 PAINTED (o"SELL=-ADHERING ; ,r ,
FINISH aR �/fb i 5NEAY ereTEM _--
r a ANur.�es.) GMU FLASHING
' THICK, 3 COAT GEM(=Nt I
PLASTER
/8° THICK, 3 GOAT CEMENT - - —
VINYL CORNER BEAD IX VINYL CORP. 4 DRIP GAP
Vt POSITIVE DRAIN PLASTER APPLIED
WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE
VINYL CASING BEAD NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY) CORNER BEAD
BLOCK CASING BEAD @ WINDOW
@DRIP EDGE INSTALL -ELATION
CORNER YY�.11�1 1513 FRAME, NO BAND
A R C H I T 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
PACE:
WALL
ASSEMBLY
DETAILS
JAN 19 010
eo ,. rna.me
DATE: 11/12/16
1 8CA1Xb 1/4"=1'-0" 1
File COPY
NOTE:
IF ZIP SHEATHINGS SYSTEM 15 Y4 T�- —
j' THICK, 3 COAT CEMENT l - -- ----- — g" TI-IIGK, 3 COAT CEMENT
INSTALLI=D, PLEASE SEE
WOOD SHEATHINCS CASING BEAD PLASTER PLASTER `
MANUFACTURERS TO TRW` / METAL LATH 5EALANT �-
INSTALLATION PROCEDURES 1X TRIM MEMBER METAL LATH
LURES LAYER 01"P 5 STUCCO TO � WRB LAYER *z, r-ORTII=IIBER +`
STUCCO WRAP 51DINCx TRANSITION ,
WOOD 5HEATHING �� UILDING PAPER i
j + '
WRB LAYER 02, FORtIFIR :# ff— T } 51DING D SHEATHING
BUILDING PAPER yka I A
I I WR5 LAYER #1 I
i 4".. y M1 ,. mW, wN1.iVMM I WINDOUJ FRAME — -- -
i I STUCCO WRAP
METAL LATH i i i �--.....-.. ............................ WR5 LAYER *2, 1=0RTII=TREK
�'., I WRB LAYER *I, % BUILDING PAPER
° THICK, 3 COAT GEMI=Nt �' '� i � WR5 LAYER #2, 1=0Ri(I°18ER STUCCO UJRA � STUCCO WRAP � A _
PLASTER BUILD INCx RAPER I E-Z BEAD VINYL CASING 1
(W/3/a" FLEX15LE PVC 5ACKER ROD)
6"SELF-ADHERINGI ���'- CASING BEI
......-......-........,�..•
..
FLAB+-NG ETAL LATH ,.,,.,.
I
6 SELF-ADHEREING I I
VINYL ANGLED f ` `'��EXPLODED s THICK, 3 GOAT CEMENT FLASI-IINGGOR PEEL 4 5TIGK ; ------ /
CASING BEAD VIEW FOR PLASTER SIDING TOSTUCCO ' WR5 LAYER 01, STUCCO WRAP,
1 CLARITY) ; —
� WRAPPED
AROUND FRAMING
MEM5ER�CASING
BEAD
----- ro° SELF ADI4E51VE FLA5PING
DRIP CAP (CROSS SECTION)
WINDOW FLANGE WR5 LAYER 01, -�"�WOOD 5HEATHING i
STUCCO WRAP , , 2X FRAMING
VINYL Af C LED i WOOD DCONSTRuCTION � MEMBER DETAIL BELOW EXPLODED
; rl
CASING A
FOR CLARITY
♦ � a WOOD 5FdEAT1-VINCT �
WEATHER RESIS1lVE
WR5 LAYER "Z, FORTIFI5FIR ` BARRIER - - ------------------------------------- - -
1
BUILDING PAPER : ' i WEATHER r9/ I \ -c— - - - --------- -----------------------------------__
\ r / \
METAL LATH I j� 1 qq��° x iYa' LAP SIDINGS r / 1
�� I U!/6'REVEAL r i I LA6HING pHERING--------------------------------- -----------------------
IL
J" TRICK, 3 GOAT CEMENT . EE : FLAB L HERING ` f 1 I — -- j WE RESISTIVE Y4 Pti-TICK, 3 GOAT CEMENT
-
PLASTER ` I BARRIER «I % PLASTER
u>EARE515TIVE CA5IN E4D
THER
6 °SELF-ADI�ERING \ .J j STARTER STRIP BARRIER 02 �' SEALANT fiC5 UJINpOIU / METAL LATH
FLA&ANGi r DO NOT CAULK OR I y 6" SELF -ADHERING
�■ i SEAL OP=NING •� ` / PLASHING
- -- GALV'D METAL- -' _ °zGALPVADHING tAL WR5 LAYER *2, FORTIFI5ER
_ BUILDINGS PAPER
DRIP GAL \� r I LAsuI \ S oxorcuK oR WINDOW FRAME -
- WOOD6TRI MMLk�AP7E R � --OPENING
WINDOW FLANGE WOOD SHEATHING
CASING- ]BEAD C WINDOW BEAD
l I Ya X 6' SIMULATED j
(FRAME, VY /BAND) �I WOOD TRIM MEMBER a
a X
^, \ \ SEAL GAP VED SEA-ANT
'i{�, / OR APPROVED SEALANT
i
55AD
SIDING TO STUCCO WR5 LAYER *1, I
NOTE: C BLOCK TO FRAME --__--_-_- STucco WRAP
IF ZIP SHEATHINGS SYSTEM IS TRANSITION
WOOD SHEATHING INSTALLED, PLEASE SEE 19
\ — 6" WIDE PEEL 4 STICK I
MANUFACTURERS J k, OVER FLANGE
INSTALLATION PROCEDURES I WINDOW FLANGE —
1" ITAL LATH NOTE:
__- _ E-Z BEAD VINYL CASING j
METAL LATH: LATH TO 5E PER SECTION I (W/3/a" FLEXIBLE PVC BACKER ROD) I
R703--I / A5TM C-54 1-@9 MIN. 2.5 L55- 2X FRAMING ,
WR5 LAYER #1, PER SQ. YARD (UTILITY OR NOMINAL MEMBER =APPLY FULL BED OF SEALANT 5ETwEEN
STUCCO WRAP I.000ID �{ -C# ANC LATH DOLE NOT MEET SPEGI IGATIONS) FLANGE 4 5UILDING WRAP
BUILDING %
WR5 LAYER 02, FORTIF-I5ER r WRAP
----------------------------------------------------------------------------------------
5UILDING PAPER % 1 i ''III ---_-_
' W�I� L �1' fi� 1, BEYO CONSr 1CTION LASHING
X BEYOND 6' SELP-AD dERINCs
WOOD SHEATHING / F
8" THICK, 3 COAT CEMENT STUCCO l,URAF BAAT�HIrRR SISrIVE
PLASTER r \ WEATHER OSLAIO
WEATHER BARRIER �SISTIVE r / / \ W MIN. AA50VE TOP
Ix I''II �/ } ( 7� OF7'r PING �2 ��AD 1ND� CASING-
IX I I X wfl5 LA I I L, FOFTF15EIR X/ RE =AQPSIDING t6A - ----
{ • ! WEATHER RESISTIVE3CFFN
BARRIER "I
VINYL ANGLED I40 FLASHING ? \ ulEATHER RE81571vE
CASING BEAD t BARRIER »z
ti ��T,QL LA �4 STARTER STRIP \
VINYL CASING BEAD \I i W FLA METAL
1 DO NOT CAULK OR I I / Z" FLAB LING
SEAL OPENING DO NOT CAULK OR
(EXPLODED SIT THICK 3 COAT CEr ENS' SEQLOPENING
/� p GALV'D METAL WEATHER RESISTIVE
VIEW I=OR �L �Si I\ 'T FLASHING BARRIER w TO LAP LEGEND
x' I Ya' X 6' SIMULATED 6" MIN. ABOVE TOP
k CLARITY) WOOD TRIM MEMBER OF z FLASHING
- V rY<' x 6' SIMULATED DRAINAGE PLANE (WR5
I: (W/%' FLEXIBLE PVC I V / WDOp TRIM MEMBER
BACKER ROD) \ / i SELF_ADHERING LAYER 11, STUCCO WRAP)
6' SELF -ADHERING I i I FLASHING WR5 LAYER *2 (I=ORTfI=1BER
FLASHMCs \ , —
' THICK 3 COAT \ ' SEAL GAP W/CAULKING
CEMENT PLASTER OR APPROVED SEALANT 5UILD!NG PAPER)
WEATHER RESIST IV7 WEATHER RESISTIVE
BARRIER Of BARRIER � METAL LATH X---X---X—X
WEAtI-FER RESIST E-Z BEAD vINYL CASING
CASING- BEAD RAISED
BARRIER •2 (W/%' FLEXIBLE PVC
BAND (:FwL%,AME) SIDING TO STUCCO BACKER ROD) STUCCO a ' I
-WGArueR RESISTIVE
FRAME TO FRAME BARRIER 02 WOOD SHEATHING
SCALE- 1 1'2"=1'-0" SI
TRANSITION OR 1/16' TIP -1EATPINCs SYST M
(INSTALLED PER MANUF. SPEGt.)
19 - 5ELF-ADHESIVE FLA5HINq — — — —
A R C H I T E C T S
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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JAN 1 9
3�A 11/12/16
BCAXUE.1/4" V-U
CUT HOUSEWR+
AT 45' ANGLE
MODIFIED 11, CUT
IN HOUSEWRAP
LINE OF WINDOW-
OPENiNG
APPROVED HOUSEWRAP
OVER &HEATHING OVER
WD STUD WALL
STEP 1
INSTALL 6'
SELF-APIE
FLASHING C
NAILING FL
JAMBS
EXTEND FL
I' BELOW S
FLEXIBLE I
DO NOT sE
FM
TEMPORARILY
FOLD -UP E SEC
HOUSEWRAPCO
TUCK FLAP UNG
at HEAD
FOLD HOUSEW
IN AT JAMBS /
SLOPE SILL R
NStALL 6'
SELF-ADHE
'LASHING C
VINYL HEAT
°LASHING l
TAMS) NAII
-LANGE
SELF-ADHE
'LASHING I
BEYOND J:
=LASHING
NSTALL VII
:AP
ALIGN FLASHING
Wl INT. EDGE OF
SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES.(CAP
NAILS, STAPLES)
INSTALL OUPONT
FLEXWRAP AS T1-
FLASHING AT THE
FOLD
DOWN
DIAGC
ACRO
WINDO
APPLY V
:ONTINUOU;
IP SEALAN
AMSS ANC
APPLY TO
IINDOW NA
LANGE IN
`RE -FLING+
OLES OR
JIPE ADHESIVE
=XIBLE FLASHINI
VER DRIP CAP
'EGTO-WRAP
E¢GUIV)
WINDOW ]ALASII11NG
INSTALLATION DETAILS
SCALE: NTS
NOTE
IF Lf= e�4ATE f N &�eT « fNSTALL ,
f=LEAeE SEA f NeTALLAT f CN
f:DC��fREe
Y
4NE
Na
PINT
NOTE:
1. It IS THE CONTACTORS MSPONSIBILtY t0 vERIFY
THE? COMPATIBILITY OP ALL PROD CI'S INCLUDING
HOUSEfWRAP, SEALANTS < SEELP-ADHERMG
PLASHING MATERIALS USED DURING CONSTRUCTION.
7. INSTALL ALL MATERIALS PER MANIFACTURERS
WRITTEN SPECIPICATIONS
WIAf;z4NG: SEALANTS MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
CLEAN AND SEAL JAMB TO SILL JOINTS WITH
DOW IISS FOLLOWINCs COMPL=tION OF
EXTERIOR RETROFIT WORK
NOTE= �I
REPAIR SCHEME SHOWN SHALL BE
IMPLEMENTED AT ALL WINDOWS WITH
EVIDENCE OF WATER INTRUSION BELOW THE
WINDOW OPENING
!]SEAL INTERIOR PERIMETER OF WINDOW WITH
ISEALANT
am
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www-a bdesi gn gro u n.com
m—tm—bm & LOTZI
CREEKSIDE
LOT# 86
PROJECT#
04321.000
MODEL
4EJB
"2807- ELLE„
GARAGE S 4:
LEFT
I' v ALL
ASSEMBLY
DETAILS:
WINDOW FLASHING
CAFfiCFiiTECT:
STATE OF FLORIDA
JAN 19
s s
1 SCAIX- 1/4"=V-0" 1
\
2xro SUB-BANb
W/I "x4" NOTCH 6
END, WRAPPED IN
PEEL E STICK
DRIP EDGE
7/8' TEXTURED
FINISH a WOOD
1/2" TEXTURED
FINISH a CMU
I�
I,
I�
I I
t �
1 I
METAL FASCIA
WRAP 411 FROM
STUCCO, I" FROM
WOOD WALL
EXTERIOR WALL
E
(FRAME OR CMU) a
a
NOTE. NOTCH FOR 2X6
SUB SAND ONLY
METAL FASCIA WRAF`
2x6 SUB BAND
— ROOF KICK OUT REMOVED
FOR CLARITY
\ROOF DECK (BEYOND)
LA
\` DRIP EDGE, 1" OFF WALL
IIIT VNOT INTO STUCCO)
-I/&" TEXTURED FINISH
.\ow WOOD, 1/2" TEXTURED
` �/ FINISH 6 CMU
---- --------
--------� -
_-- ---- � 2x& SUB -BAND W/1"x4" NOTCH a
END, WRAPPED IN PEEL 4 STICK
�J I ®I METAL FASCIA WRAP I' OFF
WOOD WALL. SUB BAND 2"
OFF WOOD WALL
-fib° TE)K URED
FINISH a UJO00,
1/2' Ti=X rURED
FINISH a CMU
METAL LATH
THING
UURB LAYER 01,
STUCCO LURAP (FRAME ONLY)
UJRS LAYER 02, FORTIFISER
BUILDING PAPER
(FRAME ONLY)
ROOFfN(3 CEMENT
PRIF EDCaE
METAL KICK OUT
NOTE:
IF ZIP SHEATHING 5l'5TE1" I IS INSTALLED,
PLEASE SEE MANUFACTURERS INSTALLATION
PROGEDURES
PRE-ENG'D TRUSS TO BE CUT 1@
WALL LINE TO AVOID CONTACT
W/TEXTURED FINISH
2 "x4"x4' -m"
SCABBED TO TRUSS
W1126 NAILS 6'-8"
O.G. MAX.
2x SUB -BAND W/lY"x4"
NOTCH 6 END
METAL FASCIA WRAP
DRIP EDGE
EXTERIOR WALL
(FRAME OR CMU)
SUB BAND DETAIL G WALL
SUB BAND DETAIL C WALL
W/KICK—OUT
FRAME OR CMU
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. 4" ABOVE BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/lYflx4" NOTCH a
END, WRAPPED IN
PEEL t STICK
ROOF CEMENT �+
ROOF EDGE
OMITTED FOR
CLARITY
FRAME OR CMU
WALL KICK -OUT FLASHING
FELT PAPER
DRIP EDGE
(REFERENCE POINT
ONLY, FOR WALL OFF
SET OF COMPONENTS)
METAL FLASHING, WRAPPED
MIN. tv4" A501/E BOTTOM OF
DRIP EDGE
2x SUB -BAND
W/lY"x4" NOTCH a
END, WRAPPED IN
PEEL 8 STICK
ROOF CEMENT
ROOF EDGE
OMITTED FOR
CLARITY
A R C H I T E C T S
d N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
7 17ly. de LOT:
CREEKSIDE
LOT# 86
PROJECT#
04321.000
MODEU4
4EJB
172807—ELLE"
GARAGE SW13RG:
LEFT
''GALL
ASSEMBLY
DETAILS:
SUB —BAND
ARCHITECT:
STATE OF FLORIDA
JAN 19
11/12
19CALM: 1/4"=V-0"'
a
File Cod