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• STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR:ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION
• FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS
RYAN HOMES — ORLANDOADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET
4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER
AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES
ORLANDO, FL 32811 ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED
CL CENTERLINE MTL. METAL 1 FRONT & REAR ELEVATIONS
CAB, CABINET N.T.S. NOT TO SCALE 2 LEFT & RIGHT ELEVATIONS
RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER
1409 TECH BLVD., SUITE 202 o CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 3 FIRST FLOOR PLAN
CONC. CONCRETE P.B. PUSHBUTTON 4 SECOND FLOOR PLAN
TAMPA, FL 33619 • MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE 4.1 STAIR SECTION
• BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5 FOUNDATION PLAN
VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD
D. DRYER PR. PAIR 5A FOUNDATION DETAILS
• RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED 5B DOWEL PLAN
• STATE OF FLORIDA D.G. DUAL GLAZED R. RISER
•EXPOSURE CATEGORY — EXPOSURE C 5C LINTEL SCHEDULE (LOTTS)
PROFESSIONAL ARCHITECT:
DIA. DIAMETER RAD. RADIUS
• 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5D LINTEL SCHEDULE (CAST CRETE)
JAMES CANTWELL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL SCHEDULE (QUALITY PRECAST)
DP. DEEP REF. REFRIGERATOR I
AR N0. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM 6 FIRST FLOOR FRAM NG PLANS
D.S. DOWNSPOUT R.O. ROUGH OPENING 6.1 SECOND FLOOR FRAMING PLANS
DTL. DETAIL S.D. SMOKE DETECTOR 7 ENTRY SECTION
A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 8 FIRST FLOOR ELECTRICAL PLAN
NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET
1441, BY COMMUNITY ELEV. ELEVATION sxTxG. SHEATHING 8A SECOND FLOOR ELECTRICAL PLAN
LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER
EXH. EXHAUST SIM. SIMILAR D1 SECTIONS/DETAILS
Fax: (407) '7'74-4078 Tel: (407) 774-6078 EXT, EXTERIOR SL. SLIDING
AYERSWORTH GLEN 150—B
F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS DETAILS
F.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS
BAYBERRY WOODS 150-B FIN. FINISH TEMP. TEMPERED GLASS
FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS
CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D5 SECTIONS/DETAILS
FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE
CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D6 SECTIONS/DETAILS
CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE
GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED
CYPRESSPRESERVE 1 3 9 - C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE
DRAWING CONTRACT DOCUMENT INTERRUPTER V.P. VAPOR PROOF WA1 WALL ASSEMBLY DETAILS
HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WA2 WALL ASSEMBLY DETAILS
REVIEW BY BUILDERGYP. BD. GYPSUM BOARD w/ WITH WA3 WALL ASSEMBLY DETAILS
KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD
LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDw. WINDOW WA4 WALL ASSEMBLY DETAILS
HDR. HEADER W/H WATER HEATER WA5 WALL ASSEMBLY DETAILS
THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORFIT HEIGHT W.I. WROUGHT IRON
INTERPRETATION OF THE CONTRACT DOCUMENTS. ININTT.. INSULATION
McCORMICK RESERVE 140—B INTERIOR
IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT. CALL. S
AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C
EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B
BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B IST. FLR. LIVING 1091 SQ, FT.
PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B 2ND. FLR. LIVING 1680 5Q, FT,
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B
THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2111 5Q. FT.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED 2 -CAR 4 TANDEM GARAGE 635 SQ. FT.
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 26 SQ, FT.
MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT EXTENDED LANAI 310 5Q. FT.
RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND
CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 3808 SQ, FT.
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION
THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING.
A R C H IT E C TS
Design
Group-inc.
LONGWOOD, FL 3l75U
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
COVER
SHEET
mm
ARCHITECT
STATE OF FLORIDA
WrAY 1
I
JAM CANTWELL
NO 12079
D E: 5/21/18
SCALE: 1/4"=1'-0"
SHEE
T
S O F o
0
M
11111111111
14
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
COVER
SHEET
mm
ARCHITECT
STATE OF FLORIDA
WrAY 1
I
JAM CANTWELL
NO 12079
D E: 5/21/18
SCALE: 1/4"=1'-0"
SHEE
T
S O F o
0
M
GENERAL NOTES
1.
2.
3.
4.
A
6.
7.
8.
9.
10.
13.
14.
15.
16.
17,
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS /PSF)
Al SLEEPING ROOMS 30
Al ATTICS W/ STORAGE 20
A.3. ATTICS W/OUT STORAGE 10
A.4. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
Al. STAIRS 40
A.8. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS /PSF)
B.I. ALL AREAS 10
C. ROOF LIVE LOADS **
C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD
D.I. FIBERGLASS SHINGLES 17
D.2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH
E.2. EXPOSURE CATEGORY C
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS ±0.18
F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF
F.1. GUARDRAILS AND HANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
AREFOUND
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. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER" NOTE ON COVER SHEET (CS).
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
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.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING
CODE RESIDENTIAL, 6TH EDITION (2017).
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
11
2.
3.
4.
GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
AS PER FBCR 6TH EDITION (2017) SECTION 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
AS PER FBCR 6TH EDITION (2017), SECTION 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,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE.
AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -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.
FITC %A/Anw
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
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.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL
BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
WITH ASTM D-1557.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN ''%THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
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 TABLE 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 -0N -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.
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
■■ A 1&^Llnv
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE
MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '% INCH AND NOT MORE
THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH.
DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"
WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3*
B, CONCRETE EXPOSED TO EARTH OR WEATHER:
B.1. #5, W31 OR D31 AND SMALLER 9"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
C.1. #11 AND SMALLER 3/""
D. BEAMS & COLUMNS:
D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IW
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
ELECTRICAL
1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION.
2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL.
6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL.
7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL.
8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE
INSTALLED FOR EACH MOTOR VEHICLE SPACE.
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:
B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
E.1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO.
A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS.
3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #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, 6TH EDITION (2017), 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 R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017).
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 & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. 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 OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.
15. 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.
16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO U240.
18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT.
19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M2).
21.
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ 8'4-
WINDSPEED/EXPOSURE
140MPH/B
140MPH/C
140MPH/D
150MPH/B
150MPH/C
160MPH/C
2x4 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 12" O.C.
@ 16" O.C.
@ 12" O.C.
N/A
2x6 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION.
nl I Isinlun
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE:
2.1. CPVC.OR
2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017)
* PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4
* FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
* PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED.
* PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017)
* CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH''W AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH'/V AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR,
6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD,
FBCR, 6TH EDITION (2017) SECTION 302.7
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND,
NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926
3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE
ASTM -C-1063
5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063
MAINTENANCE
IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR
CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS.
CONSTRUCTION OBSERVATION
1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT.
2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 05/18/18
A R C Hl T E C T S
3R4:L M. KVNALU KCAUAN tILVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
0
vI
0
IE
0
Im
�c
co
I
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
GENERAL
NOTES
ARCHITECT
-
STATE OF FLORIDA
WAY [ T ,& a
D E: 5/21/18
S ALE: 1/4"=l' -O"
SHEET
NOF
�NIIIIIIv
E
0
vI
0
IE
0
Im
�c
co
I
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
GENERAL
NOTES
ARCHITECT
-
STATE OF FLORIDA
WAY [ T ,& a
D E: 5/21/18
S ALE: 1/4"=l' -O"
SHEET
NOF
6' WIDE RAISED
BAND (TYP.) 5
WINDOW
4" WIDE RAISEDV14-2
BAND (TYP.)
I
BANDING DETAIL
1 5CALE: 3/4"=l'-011
11-�11
RAISED
BAND
(TYPJ
ZO
2 )BANDING DETAIL
SCALE: 3/4"=V-011
5 6" WIDE RAISED
BAND (TYPJ
_ _ GARAGE DR.
i' 4" WIDE RAISED
BAND (TYP.)
I +� I �4
+4
PBANDING DETAIL
3 5GALE: 3/4"=P-011
.n
oll"
r -
29'-&" BLDG, HT.
(oWIDE RAISED
BAND (TYP.)
SECOND FLR. BRCS.
CALCS
W1 12" HEEL HT.,�
212 SQ -
SECOND FLR. HDR
1.41 SQ.FT.
—
TEXTURE
CEMENTIOUS
COATING PER
(ASTM 092ro)
18
(TYP.)
PROVIDED LF OF SOFFIT VENTILATION
6" WIDE RAISED —
LF
BAND (TYPJ
SECOND FIN, FLR.
1
SQ -
_
35
FIRST FLR. BRG.
_
_
_ FIRST FLR. HDR.
HEIGHT, U.N.O.
Y 4" WIDE RAISED—
BAND (TYPJ
TEXTURE CEMENTIOUS
COATING PER (ASTM C92(o)�
(TYPJ
FIRST FIN. FLR.
SECOND FLR. BRCS.
W1 12" HEEL HT.�
SECOND FLR. HDR.,
` Y
TEX
GO,z
(TYf
SECOND FIN. FLR.
FIRST FLR. BRCS.
_ FIRST FLR.
HEIGHT, U.N.O.
FIRST FIN. FLR.
+I
+1
A
+1
HINGLES (TYPJ
121�-t
+2 1_ +2 _ +2
+I +1-)+I
I- [- [- F- F- [- F [-
F f= 1 I f I 1
F- F- I- F- F I- F- F
'FRONT ELE\'ATION
ELEVATION A
�TEXTURE CEMENTIOU&
GOATINCx PER (ASTM CK(o)
(TYPJ
6" WIDE RAISED
/ BAND (TYP.)
3
4" WIDE RAISED
BAND (TYP.)
TEXTURE CEMENTIOU5
,,--"'-COATING PER (ASTM C92(o)
(TYPJ
REAR ELE\'ATTON
ELEVATION A
Ed
TEXTURE CEMENTIOUS
COATING PER (A5TM G926)
(TYP.)
ENTRY & GARAGE ATTIC VENT
CALCS
AREA OF ATTIC
212 SQ -
FT -NET FREE VENTILATION AREA REQUIRED (1/150)
1.41 SQ.FT.
REQUIRED VENTILATION AREA (1.41 x 144)
203.5 SQ -
IN -SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
REQUIRED LF OF SOFFIT VENTILATION
18
1 LF
PROVIDED LF OF SOFFIT VENTILATION
28
LF
2ND FLOOR ATTIC VENT CALCS
AREA OF ATTIC
1680 SQ.FT.
NET FREE VENTILATION AREA REQUIRED (1/300)
5.60 SOT.
REQUIRED VENTILATION AREA (5.60 x 144)
806.4 SQ -
IN -MIN. REQUIRED VENTILATION IN UPPER
IN -PORTION OF ATTIC (0.5 x 806.4)
403.2 SQ -
OFF RIDGE VENTILATION AREA
115 SQ.IN./VENT
SOFFIT VENT VENTILATION PER LF
11.74 SQ-IN./LF
TOTAL # OF VENTS REQUIRED
3.51
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF
403
SQ -
IN -REQUIRED LF OF SOFFIT VENTILATION
35
LF
PROVIDED LF OF SOFFIT VENTILATION
80
LF
LANAI ATTIC VENT CALCS
AREA OF ATTIC
400 SQ. FT.
NET FREE VENTILATION AREA REQUIRED (1/150)
2.67 SQ. FT,
REQUIRED VENTILATION AREA (2.67 x 144)
384.0 SQ -
IN -SOFFIT VENT VENTILATION PER LF
11.74 SQ-IN./LF
REQUIRED LF OF SOFFIT VENTILATION
33
1 LF
rA R C H I T E C TS
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FRONT &
REAR
ELEVATIONS
ARCHITECT:
STATE OF FLORIDA
MAY 2
A NQS 12079
DA 5/21/18
SCALE: 1/4"=1'-0"
SHEET
OF U
m
11-211
I
SECOND FLR. SRG.
UJ/ 12' HEEL HTj,—
SECOND FLR. HDR
SECOND FIN. FLR.
FIRST FLR. BRG.
19 -
FIRST FLR. HDR
HEIGHT,.O. — 1 =
FIRST FIN. FLR. ,4
IV
OFF -RIDGE VENT
12
6
OFF -RIDGE VENT
TEXTURE CEMENTIOUS
COATING PER (ASTM TEXTURE GEMENTIOUS
C926) CTYP.) COATING PER (ASTM
CJ' CS26)
8
TEXTURE CEMENTIOUS
COATING PER (ASTM
CS26) (TYP.)
LEFT ELEVATION
ELEVATION A
ro
ral
SECOND FLR. BRCS.
'JlW/ 12' HEEL HT.
,SECOND FLR. HDR
8
r—
�, SECOND FIN. FLR. �I
FIRST FLR. BRCx.
_ FIRST FLR. HDR
HEIGHT, U.
OL FIRST FIN. FLR.
RIGHT ELEVATION
11-211
-)A R C H IT E C TS
DesirnGroup
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA M 0003325
SUBDM & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.00�/024R1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHITECT-
STATE OF ELQR=DA)
MAY26 1 9
DA : 5/21/18
S ALE: 1/4"=1'-0"
SHEET
2 Or 8
\ODDODOODOj
SUBDM & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.00�/024R1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHITECT-
STATE OF ELQR=DA)
MAY26 1 9
DA : 5/21/18
S ALE: 1/4"=1'-0"
SHEET
2 Or 8
SQ.FT. CALC.'S
1ST. FLR. LIVING
1091 SQ. FT.
2ND. FLR. LIVING
1680 SQ. FT,
TOTAL LIVING
2111 SQ, FT.
2 -CAR 4 TANDEM GARAGE
635 SQ. FT.
ENTRY
26 SQ. FT.
EXTENDED LANAI
310 SQ. FT,
TOTAL
3808 SQ, FT.
EXTERIOR MASONRY
WALL BRCS. HEIGHTS
'V-4' BRCS.
LOAD BRG. WALL
FRST FLR. WINDOW CALCS:
COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL#
FOOTAGE
DESKMTICN
ZONE
150 WH NTD
1
112
16'-0"x1'-0'
O.H.
S
24.5/-30.2
2
21
3ow OR.
4
218/ -302
3
19
26 -SH
4
283/ -308
4
19
26-51-1
5
283/-31.2
5
34
(2) 25-514
4
26.9/ -29.4
6
34
(2) 25 -SH
5
213/ -352
1
49
(POW S;GD.
5
26.4/ -333
6
34
(2) 25 -SH
4
26.9/ -21BA
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT =150 / VASD =116 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGORY -TYPE II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE
BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011)
ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO
MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY
PRODUCT MANUFACTURERS.
NOTE: PRIOR TO DRYWALL
INSTALLATION ALL FRAMING
MEMBERS 2'-0' FROM THE FINISH
FLOOR WILL BE SPRAYED AND
TREATED W/ 'BORATE' A TERMITE
TREATED SPRAY
3 1/2" _
11-4"
MAX.
OCABINET SECTION
OPT. ISLAND (KFF)
6' -6'
0
�2 ARCH DETAIL
71_oL1
0 Q ARCH DETAIL
ARCH DETAIL
1�
FIRST FLOOR PLAN
ELEVATION A
A R C H IT E C TS
wfMUWVVu, M.3.4rau
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
13'-0" 21'-011
5"
FF---------------�----------- --�
bXb P.T. POST TO s -4 AFF. I
I I X BEAM to (3-TYP) EXTENDED LANAI BOX BEAM to I I
I I MATCH COLD MATCH COL" I
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42' HIGH RAILING
I Z I I I
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Q
2'-11"
I 1,2,-]. al -2
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SG/
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22
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i
TANDEM GARAGE
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`r OPT.
x4 POST
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_
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4 -SH
_
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_ _ _ _ _
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LBW.
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4'-l0"
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C I
STU
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3'-10"
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W
9'-4' CLG.
61
61 -
I
fi'�%< 6� 2—CAR GARAGE
dpO 2 19'-4'x20'-4'
_
9'-4' CLG.
26 -SH 26 -SH T. m
LINE OF 2ND. FLR. ABV.
I
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-
I ENTRY
I x 1=
9'-4' 2'-4'
I��I
HB.
- - - - - ---
- -
------------
5'
O16'-0'
- - -
------
131-411 -011 /21-411 1(' -011
21-4n
20'-a"
71 40'-0'
FIRST FLOOR PLAN
ELEVATION A
A R C H IT E C TS
wfMUWVVu, M.3.4rau
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
StMDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT -
2997.006/024R1
PAGE:
FIRST
FLOOR PLAN
L =mood
ARCHITECT
STATE OF FLORIDA
D E: 5/21/18
ALE: 1/411=1f—Off
,ffiHEFT
3
OF b
o
0.
V
z
Qa
A
00
StMDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT -
2997.006/024R1
PAGE:
FIRST
FLOOR PLAN
L =mood
ARCHITECT
STATE OF FLORIDA
D E: 5/21/18
ALE: 1/411=1f—Off
,ffiHEFT
3
OF b
SECOND FLR WINDOW CALM,
COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND OUSTS
CALLf
SOUAFFE
FOOTAOE
MOM
DESIGNATION
ZONE
150 MPH vVND
I
15
3050 -SH
EGRESS
5
32.4/-42.6
2
15
3050 -SH
EGRESS
4
26/0/-31.1
3
12
3040 -SH
(TEMP.)
5
29.1/ -31.6
4
15
3050 -SH
EGRESS
4
28/0/-31.1
5
15
3050 -SH
EGRESS
4
28b/ -31.1
15
3050 -SH
4
28b/ -31.1
1
15
3050 -SH
5
28/0/ -31.8
8
24'x36"
FXD. GLS -
5
333/-44.6
9
624'x36'
FXD. GLS.
4
29.4/ -31.9
10
624"x3ro'
FXD. GLS.
4
29.4/ -31.9
it
15
3050-5H
EGRESS
4
28/0/ -31.1
1215
3050 -SH
EGRESS
4
28.6/ -31.1
WIND DESIGN CRITERIA
A. 5ASIC WIND SPEED MPH (3 SECOND GUST)
VULT =150 / VASD =116 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGORY=TYPE II
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS t CLADDING PRESSURE ARE
5ASED ON THE Vult DESIGN WIND SPEED. F5CR, 6tH ED. (2011)
ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0fo TO
MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y
PRODUCT MANUFACTURERS.
LINE OF 1ST. FLR. 5ELOW
SECOND FLOOR PLAN
4x4
POST
o @�
m
A R C H IT E C TS
-)
Desir1nc
Group
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�000000000�
SVHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
PAGE:
SECOND
FLOOR PLAN
ARCHITECT -
STATE OF FLORIDA
V, AY
D; 5/21/18
S AT•R!:1/4"=1'-0"
SHEET
4 OF 8
OPEN
i
Mot—
w
z
d
OPEN w
�U
4" MAX
PER Q p
pec �
8312.3
Lu
8 =
V.
2x4 PLATE
ESTAIR DATA:
17 RISERS @ 7.57"
16 TREADS @ 10.00"
+ 1" NOSE
42' HIGH 1/2 WALL
MAX
3/4' KICK PLATE
36' CONT. HANDRAIL
42' HIGH 1/2 WALL
(3) 2x12 S.Y.P.
STRINGERS
2x4 REINFORCING 6 EA.
2x12 STRINGER
SECURED W/ 12d 6'-S'
O.G.
GARAGE -
STAIR SECTION: 9'-4" BRG. HT.
5GALE: 3/4'=V-011
18'-53/¢' 2ND. FLR.
5RG. HT.
3/4' T 4G SU5
FLOOR GLUED E
NAILED
10'-VI4' 2ND. FIN.
FLR
V-4' 5RG. HT.
PRE -ENG. FLR.
TRUSSES
SECURE 2x12
STRINGER TO SOLID
NAILING W/ 12d
NAILS TO 5E
NAILED FROM
5ACKSIDE
(2) LAYERS OF 3/4'
PLYWOOD OR (2 )
LAYERS OF 3/4'
SU5 FLOOR
MATERIAL RIPS
FOR SOLID NAILING
0'-0' FIN. FLR
rA R C H I T E C TS
/Design
Group �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
SXMDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
DAO DEL:
ESTERO BAY
(VERSION#02)
PROJECT -
2997.006/024R1
PAGE:
STAIR
SECTION
ARCHITECT -
STATE OF FLORIDA
MAY :20'8
D E: 5/21/18
S�bAJ..E:
SHEET
4.1 OF
\OOODOOODOJ
SXMDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
DAO DEL:
ESTERO BAY
(VERSION#02)
PROJECT -
2997.006/024R1
PAGE:
STAIR
SECTION
ARCHITECT -
STATE OF FLORIDA
MAY :20'8
D E: 5/21/18
S�bAJ..E:
SHEET
4.1 OF
SECURE STRAP
TO CONC. W/ (2)
3/18"x2" TAPCONS
3 1/2" Tl
CONC. SLAB
SIMPSON UJB ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) *&x1
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD
I
o�
m
I
mo 0
13'-0" 21'-0"
24"44"x12" CONC. PAD 5 5„
W/ (3) *5'S E.W. ON
CHAIRS MIN. 3"
COVER
-------��-- - --- +
8 8
30'-0" 5A 5A
10'-0"
18'-4" 61-2115 _8 31-011
8
5A I
2
5A
0'-0" ELEV.
FIN. CONC. SLAB
10'-0"
2
5A __
i�
W ALL -JJ II
F-
13'-0" II
■ (ICE MAKER II
ROUGH- IN III
F OPT I I
— I REF. I
■ �8'-9"
5A
24"x24"x12" GONG, PAD W/ (3) *5'S E.W. ON
CHAIRS MIN, 3" COVER
r
3 1/2" CONC., REINFORCED W/
■ 8"x8" -W1.4 x W1.4 OR
FIBERME5H ON 8 -MIL POLY
ETHYLENE VAPOR BARRIER
ON WELL -COMPACTED
CLEAN FILL
AL 0'-0" ELEV.
FIN. CONC. SLAB
■ ■
I
*3 1/2" u1
4w F4 7
11 2C ■ L11 24"x24"x12" CONC. PAD
5A 5,q W/ (3) *5'S E.W. ON
I 3 1/2" THK,
CHAIRS MIN. 3" -
N
CONC. SLAB COVER
1C O
5A 8
201-011 5A
I
■ �TYP.
I" PVC CHASE — i� % \ii ■
FOR ELEC. BOLLARD
ISLAND 5A
0'-0" ELEV.
FIN. CONC. SLAB -5 1/2" I ■
2'-411 1 _2
5 N w 8A
0- 5A
9A o
5A O `�
_
— 3 " CHASE UP TO ■
_ 2ND. FLR. A/C
9A 4
5A
9A
5A I I 4
4
COND
— — — -' 4" PVC
VARIES
CHASE \
EXTEND --
10 SLAB 11/2
('-0" CONDI
-� 10
5
54
30"x30"x12" _
CONC. PAD W/
2 I l3) *5'S E.W. ON Lu
5A CHAIRS MIN, 3" O
I COVER
3 1/2"
@ 8,+i 3 1/2" THK.
Lu
5A C 0- CONC. SLAB
24"x24"x12" 8
CONC. PAD W/ 8 5A --i 1/2" 5A
(3) *5'S E.W. ON 5A
CHAIRS MIN, 3"
COVER ■ ■ ■
IIs
2'-4" 18'-0" 2'-4"
20' - 8"
401-011
FOUNDATION PLAN
NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN
UNDERNEATH 5LA5 OR OVERHEAD PER FIELD CONDITIONS
ME
I
I
30"x30"x12"
CONC. PAD W/
(3) *5'S E.W. ON
CHAIRS MIN, 3"
COVER
7)
TYP.
u_
N
1�
Lt"
I
A R C H I T E C TS
Design
Grou�rn�.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
1641 AA #: 0003325
SUDDIV. 8e LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FOUNDATION
PLAN
ARCHITECT:
STATE OF FLORIDA
VAY W2pis
D E: 5/21/18
41,
SCALE: 1/4"=1'-0"
SHEET
5 OF 0
u
3 1/2" THK.
CONC. SLAB
m
N
EXTEND END
OF PVC. CHASE
UP 12" ABOVE
CONC. SLAB
(Q
®
30"x30"x12"
CONC. PAD W/
(3) *5'S E.W. ON
CHAIRS MIN, 3"
COVER
7)
TYP.
u_
N
1�
Lt"
I
A R C H I T E C TS
Design
Grou�rn�.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
1641 AA #: 0003325
SUDDIV. 8e LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FOUNDATION
PLAN
ARCHITECT:
STATE OF FLORIDA
VAY W2pis
D E: 5/21/18
41,
SCALE: 1/4"=1'-0"
SHEET
5 OF 0
TEXTURED CEMENTIOUS COATING (1) 5 REBAR VERTICALLY W/ GONG.
PER (ASTM CS26) (TYP.)POURED CELL TEXTURED CEMENTIOUS COATING !U 5 REBAR VERTICALLY W/
R-13 INSULATION MIN. j R-4.1 INSUL. MIN. R -1R (ASTM 13 NSU ATM MIN. P)
CONC. POURED CELL
(I) 5 REBAR VERTICALLY W/ GONG, TEXTURED CEMENTIOUS COATINGR-4.1 INSULATION
STUDS IV O.G. MAX (U 5 REBAR VERTICALLY W/ CONC.
POURED CELL PER (ASTM CS26) !TYPJ POURED CELL CU 5 REBAR VERTICALLY STUDS I6' O.G. MAX z TEXTURED CEMENTIOUS COATING
j R-4.1 INSUL. MIN. 1/2' GYP. WL. BD. W R-4.1 INSUL. MIN. 1/2' GYP. WL. BD. F tL
z 8' GMU W/ CONC. POURED CELL PER (ASTM G926) (TYP.)
TEXTURED CEMENTIOUS COATING
WOOD BASE _ q 1/2' GYP. WL, BD. WOOD BASE -4 S' CMU
i
z PER (ASTM C926) (TYP.) SECURE STUDS TO BTM. PLATE W/ ✓ TEXTURED CEMENTIOUS S26)(TYP COATING TEXTURED
INSUL. MIN.
WOOD BASE I TEXTURED GEiMENTIOUS COATING I I/2' GYP. WL, BD.
PER (ASTM G926) (TYP.) z SECURE STUDS TO BTM. PLATE W/
W SIMPSON SP -4 a 32' O.G. MAX PER (ASTM G926) !TYPJ f J_
. q w 8' CMU w S' CMU � W w w � SIMPSON SP -4.32' O.G. MAX WOOD BASE
- d SECURE 8T. PLATE TO BLK W/ 1'x9' 3'-0' Q p 8' CMU SECURE BT. PLATE TO BLK W/ J'xS'
z Q 1/2' GYP. WL. BD. z Q ANCHOR BOLT W/ 2' WASHER SET IN w d) I/2' GYP. WL. BO. z Q z Q w
0 N `1/2' GYP. WL. BD. ANCHOR BOLT W/ 2' WASHER SET IN p
U WOOD BASE U EIMBEMPSO MHNGH 32' ENSTRENGTH EPDXY 6' ° Q ✓ WOOD BASE U SIMPSON HIGH STRENGTH EPDXY 6' -
ip 0 c4 O l ° WOOD BASE �(
t r O
0 9° ° 5 REBAR b'-0' O.G WHEN FOOTER > O EMBED. MIN. • 32' OG MAX U 0 5 REBAR 6'-0' O.G WHEN
m°HEIGHT EXCEEDS 24' ABv. GRADE \74
FOOTER HEIGHT EXCEEDS 24'
Z °° 3 B/2' CONC, REINR W/ 6'x6'
3 i/2' GONG, REINF. W/ 6'x6' WL4xWl.4 z 9 ° z
° WWF OR FIBERMESH ON 6 -MIL POLY ° z ° F ° a i WI.4xW1.4 WWF OR F15EWESH
i0 3 1/2' GONG, RE INF. W/ b'xb' i0 a 3 1/2' GONG, REINF. W/ b'xb' 4 MAX. SLOPE ETHYLENE VAPOR BARRIER ON 3 1/2' GONG., REINF. W/ 6'xb' ;6 ° 3 1/2' GONG, REINF. W/ b'xb' i0 ° 31/2' GONG, REINF. W/ b'xb' 4 ON 6 -MIL POLY ETHYLENE
W1.4xW1.4 WWF OR FIBERMESH ON WIAxWl.4 WWF OR FIBERMESH ON �� ° WELL -COMPACTED GLEAN TERMITE WI.4xWl.4 WWF OR F15EWESH ON = WI.4xWIA WWF OR F15EWESH ON X MAX• SLOPE VAPOR BARRIER ON
X ° zo WL4xWl.4 WLF OR FIBERMESH ON Q ° WELL -COMPACTED CLEAN
°y
6 -MIL POLY ETHYLENE VAPOR �° ° 6 -MIL POLY ETHYLENE VAPOR Q TREATED FILL °• 6 -MIL POLY ETHYLENE VAPOR 6 -MIL POLY ETHYLENE VAPOR • • 6 -MIL POLY ETHYLENE VAPOR
° BARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED (1) 5 REBAR CONTINUOUS WHEN = ° BARRIER ON WELL -COMPACTED • • ° ° ° ° BARRIER ON ° TERMITE TREATED FILL
BARRIER ON
CLEAN TERMITE TREATED FILL GLEAN TERMITE TREATED FILL @ _III -1 j ' FOOTER HEIGHT EXCEEDS 30' ABV. 3 i/2' GONC. SLAB CLEAN TERMITE TREATED FILL WELL-GOMPAGTED GLEAN WELL -COMPACTED CLEAN @ —III— (ll 5 REBAR
z z w i II=I I I GRADE z , w TERMITE TREATED FILL w TERMITE TREATED FILL III CONTINUOUS WHEN
m • OR PAVERS PER w y >
> 4" 8" 4" > 4° 8" 4° =III=i =1' ° BLDS SPECS y y 4' 8' 4° O 4" 6" 6° 4' 0 4" 6" 6" 4' III= =1 • a ° FOOTER HEIGHT
0 (2) 5 REBAR ON CHAIRS m O (2) 5 REBAR ON CHAIRS C2) 5 REBAR ON CHAIRS O m C3) 5 REBAR ON CHAIRS ^ U !3) "5 REBAR ON CHAIRS EXCEEDS 30' ABv.
U I' 4" U 3' MIN COVER z GRADE
m l2) 5 1EBAR ON CHAIRS U
w
4" 6" 6' 4" (3) $REBAR ON CHAIRS
COVER
1—STORY FOOTING 1—STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING
W BLOCK WALL W FRAME WALL 18 W/ BO IK= mALL 1 r STEP—UP 1—STORY W BLOCK WALL @y�
FRA
SCALE: 1/2'=1' SCALE: I/2'=I' 2 SCALE: 1/2'=1' SCA'=I' @�y
SCALE: I/2'=I'
POUR WALL SOLID FOR (U 5 REBAR a Ib' O.G. MAX, IN
3 1/2' CONC. SLAB OR ENTIRE LENGTH OF OPEN TO GONG. POURED CELL (VERIFY STUDS 16' O.G. MAX STUDS I6' O.G. MAX
PAVERS PER BLDS SPECS ABOVE CONDITION. PER PLAN) 3 1/2' GONG, REINF. W/
REINFORCE PER PLAN. COLUMN /POST 3 1/2' GONG, REINF. W/ b'xb' 6'xb' W1.4xW1.4 WWF OR 5 1/2' a HEAD OF GARAGE 5 1/2' a HEAD OF GARAGE
!I) 5 REBAR VERTICALLY R-4.1 INSUL. MIN PER PLAN. WI.4xWL4 WWF OR FIBERMESH F15ERMESH ON b -MIL VARIES WITH SLOPE VARIES WITH SLOPE
W/ CONC. POURED CELL TEXTURED CEMENTIOUS u1 ON 6 -MIL POLY ETHYLENE POLY ETHYLENE VAPOR STUDS Ib' O.G. MAX SECURE BT. PLATE TO SLAB SECURE BT. PLATE TO SLAB
m COATING PER (ASTM G926) n VAPOR BARRIER ON BARRIER ON 5 1/2' a HEAD OF GARAGE
EXT INSUL. MIN. ? WELL -COMPACTED 5 1/2' a HEAD OF GARAGE VARIES WITH SLOPE ��uj/ i'x9' ANCHOR BOLT W/ 2' N W/ J'x9' ANCHOR BOLT W/ 2'
(TYP.) ( WELL -COMPACTED CLEAN WASHER SET IN SIMPSON HIGH _w WASHER SET IN SIMPSON HIGH
TEXTURED GEMENTIOUS N U TERMITE TREATED FILL CLEAN TERMITE VARIES WITH SLOPE
COATING PER (ASTM C926) 0. S' CMU w SECURE BT. PLATE TO SLAB STRENGTH EPDXY 6' EMBED. STRENGTH EPDXY 6' EMBED.
z a 0 TREATED FILL SECURE BT. PLATE TO SLAB MIN, a 32' OG Ax. Q MIN. a 32' OG AX.
(TYP.) p W/ }'xS' ANCHOR BOLT W/ 2' >
z z w 1/2' GYP. WL. BD. W/ %'x9' ANCHOR BOLT W/ 2'
c _ a ° N WASHER SET IN SIMPSON
N S' GMU z WOOD BASE Z ° --"—y ° U� z WASHER SET IN SIMPSON HIGH HIGH STRENGTH EPDXY 6' N ° a
La -�� I/2' GYP. WL. BD. r 2'-0" (MIN. N ° ° AyV�/ w ° ° ° Q STRENGTH EPDXY 6' EMBED. z EMBED. MIN. B 32' OG MAX. ° °
Q (K_ / ii / /\/ /
w q j IN SLAB) Q \�/�� \ / \ 3 1/2' CONC, RENE V b'xb' ly y MIN. a 32' OG AX. N E U o °
Ih WOOD BASE z o O N a / \
m a z jA/A /A//Aja y/ . z wt.axun.a uu� OR FleEra �Es+a ON 3 t�2' CONC, RE INF. w/ b'xb' w
3 1/2' GONG., REINF. W/ b'xb'
b -MIL POLY ETHYLENE VAPOR WI.4xWl.4 WWF OR F15EWESH
p �" //// w BARRIER ON ° ° ° Q ° ° WI.4xWl.4 WWF OR F15ERMESH
/ - ° X ° ° X ° ON 6 -MIL POLY ETHYLENE
� Q O V/VAS IK - WELL -COMPACTED GLEAN > ° q ON 6 -MIL POLY ETHYLENE q °°
w a °° ° i% �/% / Q r TERMITE TREATED FILL ° ° " L U VAPOR BARRIER ON ° VAPOR BARRIER ON
—5 REBAR 48' LONG W/b' HOOK • v\ > ° 3 I/2' GONG., REINF. W/ 6'xb' • a• • > > WELL -COMPACTED GLEAN
z ° ° ° / v/ U w W1.4xW1.4 ULF OR FIBERMESH ON 0 m WELL -COMPACTED GLEAN b
• 24' OG, MIN 24' M SLAB v v / �/ Q 3 I/2' GONG, REINF. W/ b'xb' Q ° ° ° TERMITE TREATED FILL ca I
Q TERMITE TREATED FILL
° 3 IR' CONC., REINF. WV b'xb' z ° /v,�v ° ° z w 6 -MIL POLY ETHYLENE VAPOR
WL4xU.4 WU.F OR FIBERf1ESH = f � Z Wr �' �i'�A/�A X , y WL4xW1.4 tULF OR FIBEf21 fESH �l n n
° ° • ° ON b -MIL FOLY ETHYLENE = o • g w Q ° BARRIER ON WELL -COMPACTED z 6 -MIL POLY ETHYLENE VAPOR l2) 5 REBAR ON CHAIRS a (3) 5 REBAR ON CHAIRS
w> U m 0 4' 8' 4" 4" w °
VAPOR BARRIER ON O SEE FOUNDATION "5 REBAR ON U GLEAN TERMITE TREATED FILL > BARRIER ON WELL -COMPACTED
WELL CLEAN 4' CONC., REINFORCED W/ Q � U PLAN FOR CHAIRS 4' 4" 0 m I'-4' 00 4' 6' 6 ` 4' 4 GLEAN TERMITE TREATED FILL
tK > !SEE Q ° C2) 5 REBAR ON CHAIRS ° • •
LU z FIBERMESH AT A RATE OF .15 FOOTER SIZE l2) 5 REBAR °
TERMITE TREATED FILL m 1'-8"
� > � �" � FOUNDATION
Iba. PER CUBIC YARD ON ° R tY
w (3) 5 REBAR ON CHAIRS m U 4 18 " 4" 4" U 4 bI 86' 4' 4
m 0 4" 6" 6 4" !3) 5 REBAR 6" �"" 6" 6" b -MIL POLY ETHYLENE VAPOR Q PLAN) zIV
ON CHAIRS > LU >
71 ON CHAIRS 2'-0' BARRIER ON > 4° 8" 4" 0 O
(3) 05 REBAR (BI ��D CLEAN FILL
ON CHAIRS (BORA-CARE) 4'
LANAI/ENTRY 2—STORY FOOTING TYP. PAD FOOTING GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP
STEP—UP 2—STORY W BLOCK WALL AT ENTRY LANAI NON—BEARING /j NON—BEARING 1—STORY L.B. W. 2—STORY L.B.W. 1—STORY L.B.W. 2—STORY L.B.W.
2 C SCALE: 1/2'.1'-0' SCALE: 1/2'=1'-0' 3 SCALE: 1/2'=I'-0' 4 SCALE: 1/2'=i'-0' `t SCALE: 1/2'=1'-0• /� R
5 SCALE: I/2'=I'-0' � L� SCALE: i/2'=1'-0' � 1J SCALE: I/2'=I'-0' � SCALE: I/2'=1'-0'
POUR WALL SOLID FOR
(1) $REBAR VERTICALLY W/ ENTIRE LENGTH OF OPEN TO
(1) $REBAR ABOVE CONDITION. (1) 5 REBAR a 16' O.C. MAX, IN z p
CONC, POURED CELL CONC. POURED CELL (VERIFY � Q
VERTICALLY W/ GONG. REINFORCE PER PLAN.
POURED CELL PER PLAN) z "v U >
TEXTURED CEMENTIOUS 0 E ° , 3 1/2' GONG., REINF. W/ 6'xb'
(1) 5 REBAR COATING PER (ASTM G926) • W1.4xW(.4 WUF OR FlBERMESH ON
Z ? 8' CMU VERTICALLY W/ a (TYP.) °� ° 6 -MIL POLY ETHYLENE VAPOR
8' CMU O RECESS FOR -
i (L W ? CONC. POURED CELL Q GARAGE DOOR ° BARRIER ON
Q w = q Q W z a 3 S' CMU 3 1/2' CONC., RE INF. W/ 6°x6° a° WELL -COMPACTED CLEAN
Q Z _ q 8' CMU o z I'-0° WIAxWIA WWF OR P15EWESP ON °°
z Q a = m O TERMITE TREATED FILL
N y IK a a CURB HEIGHT VARIES' m U 4^ 6 -MIL POLY ETHYLENE VAPOR °•
U CURB HEIGHT VARIES p U CURB HEIGHT VARIES CURB HEIGHT n z BARRIER ON WELL -COMPACTED C2J 5 REBAR ON CHAIRS
0 0 VARIES w 2'-0" (MIN. 8° CLEAN TERMITE TREATED FILL _ w
r- m
(1) $REBAR ON CHAIRS z -
F ° ° N SLAB) a� ° ° ° w 14" 8" [4'[
w Lu 3 1/2' CONC, REINF. W/ 6'x6' Q U
Q N w o WlAxWIA WWF OR FIBERMESH ON THICKEN EDGE a'
> °T ° w 0" 6 -MIL POLY ETHYLENE VAPOR 8 =
> z ° > z f a
° z z BARRIER ON WELL -COMPACTED U
q - F 5 REBAR 48' LONG WLA HOOK CLEAN TERMITE TREATED FILL
c0 3 I/2' GONG., REINF. W/ 6'x6' ro °. ° 3 1/2' GONG, REINF. W/ b'xb' >. ° . 24' OC, MM.24' M sLAs 1—STORY FOOTING
W1.4xlUl.4 WUF OR FIBERMESH ° WI.4xW1.4 WWF OR FIBERMESH p 3 1/2' CONC, RE INF. W/ b'x6' w
ON 6 -MIL POLY ETHYLENE _ WI.4xWL4 WUF OR FIBERi fESH O 8 B AT FRONT PORCHES
ON 6 -MIL POLY ETHYLENE • • 4' GCNC, REINFORCED W/ (1) 5 REBAR ON CHAIRS
•° VAPOR BARRIER ON ON 6 -MIL POLY ETHYLENE u • • FIBERMESH AT A RATE OF .15
VAPOR BARRIER ON ° • • °
WELL -COMPACTED GLEAN WELL -COMPACTED GLEAN VAPOR BARRIER ON Iba. PER OBIC YARD ON
z 4' 8" 4" TERMITE TREATED FILL z w TERMITE TREATED FILL WELL -COMPACTED CLEAN z
W � > 4° 6' 6" 4'
_ 6 -MIL POLY ETHYLENE VAPOR
> > 0 z w TERMITE TREATED FILL"
;n ui E > 4" 6" 6" 4' 6" 6" 6" 6" BARRIER ON
O I'-4" 0 U 8' (3) 5 REBAR ON CHAIRS F > O ^ u OPT. SCREEN
n U (2) 5 REBAR U n WELL -COMPACTED CLEAN FILL SECURE BT. PLATE TO
ON CHAIRS U I'-8" C3) 5 REBAR ON CHAIRS 2'-0' (BORA-CARE) ENCLOSURE SECURE STUDS BLK W/ J'x9' ANCHOR
(3) 5 REBAR BOLT W/ 2' WASHER SET IN
ON GARAGE DOOR FOOTING SCREEN ENCLOSURE TO BTM. PLATE
2—STORY FOOTING 2—STORY FOOTING AT CHAIRS 2—STORY FOOTING SCALE: I!1'=I' ATTACHMENT R PER W/ s 32' ON SP -4 TEPDXYSIMPSro' EMBEDON HIGH . STRENGTH
1—STORY FOOTING GARAGE BLK. WALL @—AT GARAGE MANUFACTURERS a 32' O.G. MAX
SPECS. 32' OC MAX.
AT GARAGE 6�_�sca�GE B SCALE: i/2'=I'-0' SCALE: 1/2'=I' 0' FIN. FLR
6 SCALE: (/2'=('
4
_ 3 1/2' CONC, REINF. W/
SECURE BT. PLATE TO/`/✓ %//i/ii
°• 6'x6' WIAxW1.4 WWF OR
FIBERMESH ON b -MIL
AlrSLAB W/ J'x9' ANCHOR
SECURE BT. PLATE TO BOLT W/ 2' WASHER SET IN �� /v�- W POLY ETHYLENE VAPOR
r., _ ur BARRIER ON
BLK W/ (1) 106 MASONRY SIMPSON HIGH STRENGTH
NAILS ®32' O.C. (MAX) EPDXY b' EMBED. MIN. a PAVERS 6' �'O 4' 8' 4' WELL -COMPACTED CLEAN
32' OC MAX. fT-V U 4' (Z w-,TERMIE TREATED FILL
REBAR ON CHAIRS
1 5 CONT. 1'-0'
POURED LINTEL CONT. (TYP.) =
S' CMU FILLED CELL CTYP.) !I) 5 REBAR SET IN slMPsoN HIGH 1—STORY FOOTING
z STRENGTH EPDXY 6' EMBED. MIN. TRENCH FOOTING
° Q .^�:•. 2X WALL FRAMING V ri AT ALL PAVER AREAS AT L. B W. =1 W UPLIFT
e4 11 SCALE: 1/2
3 1/2' GONG., REINF. W/ • • !3,h'XS' ANCHOR BOLTS or (3VX5'
3 1/2' CONC, REINF. W/ J-50LTS MIN. 6' EMBEDMENT W/ 2'X2'X(/S'
6'x6' WIAxWl.4 WUF OR WASHER AND NUT SPACED EVENLY FROM
z w F15EWESH ON 6 -MIL _ w 6'xb' WI.4xWl.4 WUF oR
F15EWESH ON 6 -MIL FLOOR TO BOND BEAM. SET IN JOINTS
� > POLY ETHYLENE VAPOR � > PRIOR TO FILLING. (SLEEVED ANCHOR IN ° 3 1/2' CONC., REINF, W/ 6'x6' j
O BARRIER ON U POLY ETHYLENE VAPOR °
'^ U SOLID POUR ACCEPTABLE RETROFIT) ° a ° W1.4xW1.4 WWF OR FIBERMESH ON ID' -0' FIN. FLR.
WELL -COMPACTED CLEAN �4',I'-0" 4° BARRIER ON a • °� 6 -MIL POLY ETHYLENE VAPOR 4
TERMITE TREATED FILL WELL -COMPACTED GLEAN °
(2) 5 REBAR ON CHAIRS 8" TERMITE TREATED FILL CLEAN TERMITE WELL-COMPACTED
FILED
C3) 5 REBAR ON CHAIRS ° GROUTED BOND BEAM
TYP. RETROFIT FOR ° ° VARIES PER ELEv.
1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO �
Q AT L.B.W. W NO—UPLIFT) Q AT L.B. W. BLOCK WALL CONNECTION Q OMITTED DOWELS TTO IE ORIZATIOTICAL EBAR
cJ SCALE: I/2'=I'-0' c/ B SCALE: I/2'.I'-0' 1 SCALE: 1/2'=I'_0• L 1 SCALE: 1/2'=1' -ID' O REBAR WATT -Ion TO HORIZATIE AOLRABAR
PVC CHASE THRU FOOTING GROUTED BOND BEAM + ° REBAR W/ 10' HOOK
]-STORY VARIES PER ELEV. - VARIES PER ELEV.
8" VARIES 8°
CAULK AND SEAL (2) 5 REBAR ON CHAIRS a
z
3" 3 l3SS REBAR ON CHAIRS ° ° ° GROUTED BOND BEAM
d N �
° ° ° (2) 5 REBAR a I -STORY
C ° (3) 5 REBAR a 2 -STORY
° GAS LINE
/V//V/j��// ° --
/ j (ll 5 REBAR VERTICALLY W/ GONG.
\ v \ \ v ;v ° ° ° CONTINUOUS TO BE POURED CELL
°
° I �' PVC SLEEVE FOR GAS LINE ° R-4.1 INSUL. MIN. ° °
%\ S' CMU
/\ y ,v l \/ / y
0 S' CMU 1/2' GYP. WL. BD.
���✓'C�NT• m? WOOD BASE
p ° Z
U 1/2' DRYWALL 2'-I" MIN. LAP ill w
Q 3 1/2' CONC., RE INF. W/ 6'x6'
10 SHOWER RECESS FOOTER = zQ WlAxWIAWkLFORFIBERMESHON
W' 6 -MIL POLY ETHYLENE VAPOR °r4,
WOOD BASE U BARRIER ON WELL -COMPACTED W CLEANOUT REQUIRED 0. CLEANOUT REQUIRED
SCALE: r=r-m' REBAR LAP AT FOOTING zo __ Q _ FOR (NSF'EcrION Q FOR INSPECTION
B SCALE: iR'=I'-0' GLEAN TERMITE TREATED FILL
z z
I' RECESS FOR a z J�
S.G P. TRACK a a s a ° N j a
b° FINISH FLOOR ro 6' PVC CHASE THRU FOOTING 0'-0' FIN. FLR 0'-0' FIN. FLR.
N a ° • ° °a ° TIE VERTICAL REBAR ° °a ° ° a TIE VERTICAL REBAR
w v G (l) 5 VERT. DOWEL a TO HORIZATIONAL ° a TO HOR(ZATIONAL
a LAPPED W/ BONA BEAM _ REBAR W/ 10' HOOK
w ° a a REBAR W/ 10' HOOK
y (1) 5 REBAR AT CORNERS i > (-STORY
° a W/ 25' LAP MIN. 00 4" I " 4 2 -STORY BAR ON CHAIRS
(3) 5 REBAR ON CHAIRS > ?
° ° a HORIZONTAL/ VERTICAL
1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT
GAS LINE THRU BLOCK TYP. REBAR LAP REINFBEARING CHANGE
gfu—SCALE: I' SCALE: i'=I'_ID' Dc
AT LINTEL CORNERS D W BOA K=1 WALL E F
SCALE: I/2' = I'-0'
SCALE: I/2'=I'-0'
A R C H IT E C T S
/Design
Group Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
V
V!
0
E
O
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FOUNDATION
DETAILS
ARCHITECT
STATE OF FLORIDA
MAY r ►l eo
.-
AFVNW2079
DAT 5/21/18
SCS LE: 1/9"=1'-0"
SHEET
5 A OF C)
�omma�ovm�
V
V!
0
E
O
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FOUNDATION
DETAILS
ARCHITECT
STATE OF FLORIDA
MAY r ►l eo
.-
AFVNW2079
DAT 5/21/18
SCS LE: 1/9"=1'-0"
SHEET
5 A OF C)
A R C H IT E C TS
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
SUBDIV. 8c 707
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
DOWEL
PLAN
ARCHITECT:
STATE OF FLORIDA
MAY 2 1 8
DA' - 5/21/18
SCALE:
SHEET
5T-)
OF 0
13' - 4'•
lam' -8"
3' -aft
_04
241 -loll■
m
c0
21.411
■
N
■
m
�
r
■
N _
i
N
t
m
■
m
131-101,
■
■
411
..
. . . .. ..
..
m
■
1'-4'•
2'-0"
18' - 8"
1,:-1 1 - 4 "
DOWEL
PLAN,
A R C H IT E C TS
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
SUBDIV. 8c 707
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
DOWEL
PLAN
ARCHITECT:
STATE OF FLORIDA
MAY 2 1 8
DA' - 5/21/18
SCALE:
SHEET
5T-)
OF 0
EXTERIOR MASONRY
WALL 5RG. HEIC-;HTS
1111 11 1
el -41 5RG,
LOAD BRC -
GENERAL NOTES:
1. CODES
LI. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011). SECTIONS 8402.2 4 ROO&
1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 1901.2 4 2107.
3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (4C! 318-08).
14, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10)_
CONCRETE:
2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1- PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI
2.12- PRE -CAST W/FRESTRESS REINFORCEMENT -6000 PSI
2,1.3. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUIMF,
2.2, REINFORCING BARS:
2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (GRADE 60)
2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3. PRE -STRESSED STRANDS ASTM 4416 1 -WIRE, STRESS RELIEVED 210 KSI
2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS,
3 MASONRY:
3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08,
3.2. MINIMUM MASONRY UNIT STRENGTI4: FIM 1500 PSI.
3.3. MORTAR SHALL BE TYPE 5.
4. STRUCTURAL:
a SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH 4 MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2071), SECTION 8606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5
TABLE No. 11
SAFE WORKING LATERAL LOADS (ELF)
8" x 8" LINTELS
LINTEL
SAFE LATERAL LOADS
(PLF)
total
Length
type
8'x8'
PLAIN
8'x8'
SOLID
2' -IID'
Precast
1998
3964
3'-6'
Precast
1168
2318
4'-0'
Precast
844
1614
4'-6'
Precast
635
1266
4-8'
Precast
586
1163
5'-8'
Precast666
650
1355
5'-10'
Precast
543
1105
6'-4'
Precast
634
1364
6'4'
Precast
612
1288
6'-8'
Precast
518
1217
9'-4°
Precast
446
938
T-8'
Precast
425
594
` 6-0,
III
Precast
381
614
8'-44'
Precast
354
145
(2) 2
Precast
211
583
I�
11'-4'
Precast
Precast
192
198
453
620
12'-0'
Precast
164
549
12'_6,
Precast
143
504
13'-4'
Precast
ilb
404
14'-0'
Precast
99
397
14-8'
Prestressed
N.A.
341
15'-4'
Prestressed
NA,
302
Il' -4'
Prestressed
NA.
213 !
19'-4'
Prestressed
NA. �I
li
116
20'-0,
Prestressed
NA,
159
21'-4'
Prestressed
N.A.
131
22'-4'
Prestressed
NA.II
l0
24'-0'
Prestressed
NA,
93 I
NR = Nat Recommended
LINTEL
SAFE LATERAL LOADS
(PLF)
Total Length
Type
8' DOOR
HEADER
PLAIN
8' DOOR
HEADER
SOLID
3'-8•
Precast
1112
2011
X-C'
Precast
950
1617
4'-2'
Precast
861
1521
4'-4'
Precast
185
1386
4'-8'
Precast
659
11(15
5'-8'
Precast
650
1171
�'-6'
Precast
504
964
1'-8'
Precast
41
l8l
8'-8'
Precast
356
664
i'-6'
Precast
286
535
LOTT1S
CONCRETE
P.O. BOX 111255
WINTER GARC)EN, FL 34111
PH. (401) 656 2112
LINTEL
NO.
LENGTH
TYPE:
9'-4"
BRCS, HT.
COMMENTS
L-1
Il' -4"
8/aro-S-CIA!/CIx.
PRESTRESSED
L-2
4'-6"
8/14-5-CIA,'/(0)L
RECESS
L -2A
114'
8/12-5-CIU/(0)L
_1
L -2B
4'-8"
8/12-5-Cl/U/(0)L
-fro
L-3
4'-(o"
6/1(o-5-CIA(/(0)L
PRECAST
L -3A
4'-6"
8/1(o-5-CIA,!/(0)L
3831
L-4
�'-6'
8/16-8-CIA1/CllL
2'-8'
MIN. MIN. 270ksl PRESTRESSED
_—(2)'2
(2).2
CABLE
1183 2111
L-6
1'-6'
8/16-5-CIA,I/(I)L
4'-6'
L-7
i'-6'
8/16-5-C1AJ/C1)L
(2) 2
L -S
9'-4°
8/16-S-C1A!/C1)L
2608
(1) #5 CONTINUOUS
3a'
8"X16" KNOCKOUT BLOCK
--"� �. 3000 PSI GROUT
(PLACED IN FIELD)
'lll� • TOP BARS:
1 ..� SEE SCHEDULE
116• .. •. I
-1 (1) #5 CONTINUOUS
M 7/32" STIRRUPS AT 4'-0" cc
d3w-1co yn (TIED OR WELDED)
BOTTOM BAR
SEE SCHEDULE (PRECAST)
75.
S 11
8/16—S—(1) #5/(1) #5
PRECAST
tnlro nit� :.
r + r (n 40
Ld
wti �
8 8
8/8—S—(1) #5/(0) #5 8/6—S—(1) #5
NOMINAL WIDTH/HEIGHT OF LINTEL
F— PLAIN OR SOLID LINTEL
[8/16-P-#U/f-uF L]
No, OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY 3P,I
NR -NOT RECOMMENDED
(1) #5 CONTINUOUS
TABLE No. 2
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKVNG LOADS (ELF)
8" X 16" COMPOSITE LINTELS
316
TABLE No. 9
8"X16" KNOCKOUT BLOCK
LINTEL
LENGTH
3000 PSI GROUT
LINTEL TYPE
.4
(PLACED IN FIELD)
UNFILLED GRAVITY
GRAVITY CAPACITY
CAPACITYN r5L (0750
_
GRAVITY UPLIFT
CAPACITYCAPACITY
(IML (IMP (IML (IMP
UPLIFT
CAPACITY
(IML (2MU
_
SEE SCHEDULE
I'-6'
PRECAST
_1
(1) #5 CONTINUOUS
4245 1809
7/32" STIRRUPS AT 4'-0" cc
-fro
•• (PIED OR WELDED)
3'-b'
j BOTTOM BARS
PRECAST
SEE SCHEDULE
(2) 2
(PRESTRESSED)
3831
) STRANDS
72/RELIEVED
10000
IREE STRESS
2'-8'
MIN. MIN. 270ksl PRESTRESSED
_—(2)'2
(2).2
CABLE
1183 2111
2111
3386
8/16—S—(1) #5/(1) #5
4'-6'
PRESTRESSED
PRECAST
NR -NOT RECOMMENDED
TABLE No. 2
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKVNG LOADS (ELF)
8" X 16" COMPOSITE LINTELS
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
TABLE No. 9
CLEAR
SPAN
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR I TOP BAR
UNFILLED GRAVITY
GRAVITY CAPACITY
CAPACITYN r5L (0750
_
GRAVITY UPLIFT
CAPACITYCAPACITY
(IML (IMP (IML (IMP
UPLIFT
CAPACITY
(IML (2MU
2'-10'
I'-6'
PRECAST
(2) 2
(2) 2
4245 1809
1809
8529
10000
3'-b'
2'-2'
PRECAST
(2) 2
(2) 2
2415 3831
3831
48154815
10000
4`-0'
2'-8'
PREC45T
_—(2)'2
(2).2
(2) 2
1183 2111
2111
3386
3386
4'-6'
3'-2'
PRECAST
(2) 2
(2) 2
1343 2165
2165
2608
2608
4'-8'
3'-4'
PRECAST
(2)2
(2)2
1232 2011
2017 !
2421
2421
5-4'
4'-0'
PRECAST
(2) 3
(2) 2
1006 1651
1651
1810
1881
1041
4'-6'
PRECAST
(23
(2)-2
860 I 1423
1423
1410
1609
6'4'
5'-O'
PRECAST
(2) -4
(2) 2
140 1283
1283
1216
1405
6'-6"
5'-2'
PRECAST
(2) -4
(2) -2
110 1232
1232
1145
1348
6'-8'
5'-4'
PRECAST
_
l2) -�2))
�
652 1184
1184
1081
1295
1-6'
6'-2'
PRECAST
(2) -4
(2,-2
510 991
991
825
1082
TV
6'-4'
PRECAST
(2) -4
(2) 2
551959
159
184
1041
_
2931
6'-8'
PRECAST
}
(21'4
(D 2
518 902
902
112
984
8'-4'
1'-0'
PRECAST
(2) -4
(2l 2
488 851
_
851
648
921
_
9'-4'
8'-0'
PRECAST
(2)-4
(2)2
416 126
126
499
190
10'-6'
9'-2'
PRECAST
(2) -4
(2) "2
_
354 618
618
380
613
1695
10'-V
PRECAST
(2 5 !
(2) -3
315 561
561
311
601
12'-0'
10'-8'
PRECA57
(2)5
(2)-3
292 525
525
217
—251
561__ _I
1319
11'-2'
PRECAST
12,'
(2) 3
217 498
498
1251
512 1
13'-4'
12'-0'
PRECAST
(DIS
(2 3
255 458
458
214
442
14'-0'
12'-8'
PREC457
l2) 5
(2) 3
239 ' 430
430
190
395
14'-8'
13'-4'
PRE5TRE55ED
(2 -4
�2) ""2
r NR, f 418
418
230
446
15'-4'
14'-0'
PRESTRESSED
(2)14
(2) 2
NR. 319
319
210
401
Il' -4'
16'-0'
PRESTRESSED
(2)'4
(2) 2
NR 288
288
163
311
19'-4'
18'-0'
PRE5iRE55ED
(2) 5
(2) 3
NR. 224
224
131
254
20'-0"
18'-8'
PRESTRESSED
(D 5
(2) 3
NR, 201
201
122
231
21'-4'
2ID'-0'
PRESTRESSED
_
(2) 5
(2) 3N.R.
111
111
107
206
22'-0'
20'-8'
PRESTRESSED
(2) 5
(2) 3
N.R. 164
164
100
195
394
_ 24'-0'
PRESTRESSED
(2) 5
l2) 3
N.R. 132
_
13Z j-
84
163
NR -NOT RECOMMENDED
(2) 2
49
TABLE No. 2
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKVNG LOADS (ELF)
8" X 16" COMPOSITE LINTELS
TABLE NO. 3
TABLE No. 9
CLEAR
SPAN
LINTEL
LENGTH
CLEAR
SPANCAPACITY
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR TOP BAR
GRAVITY
(OML (MU
GRAVITY
CAPACITY
(IML H) 5U
UPLIFT
CAPACITY
(P`5L 11750
UPLIFT
CAPACITY
(IML (2MU
2'-10'
1'-6'
PRECAST
(2) 2
(2) 2
10000
10000
10000
10000
3'-6'
2'-2'
PRECAST
(2) 2
(2) 2
5931
10000
10000
10000
4' -ID'
2-8'
PRECAST
(2) 2
(2) 2
4261
10000
8139
10000
4'-6'
3'-2'
PRECAST
(2)12
72—)2
3211
9161
6592
10000
4'-8'
3'-4'
PRECAST
(2) 2
(2) 2
2944
8414
6049
10060
5'-4'
1 4'-0'
PRECAST
(2) 13
(2) "2
4823
6437
4421
1041
9450
4'-6'
PRECAST
(2) 3
(2) 2
3923
5015
3600
5430
8913
5'-0'
PRECAST
(D 14
(2) 2
4115
4115
2982
4411
8420
5 -2'
PRECAST
(2) -4
(2) 2
3934
3934
2810
4151
6'-8'
5'4'
PRECAST
(2)14
(2)2
3119
3119
2653
3919
6163
6'-2'
PRECAST
(2) -4
(2) 2
2911
2911
2030
3060
5593
6'4'
PRECAST
(2) -4
(2) 2
2196
2196
1932
_
2931
5030
6'-8'
PRECAST
(2) -4
(2) 22581
Q)-2
2561
1154
2102
3858
1'-0'
PRECAST
(7) -4
(D 2
_ 23%
2396
1600
2506
3025
8'-0'
PRECAST
(2)14
(2)-2
1969
1969
1238
2055
10'-6'
9'-2'
PRECAST
(2)"4
(2)2
(2)3
1621
941
1695
It' -4'
10'-0'
PRECAST
(2) 5
(2) 3
_1621
14551455
2141
195
1504
2099
10'-8'
PRECAST
(2 5
(2) 3
1335
1335
691
1319
17'-6'
11'-2'
PRECAST
(2) IS
(2) -3
12511
1251
634
1216
13'-4'
12'-0'
PRECAST
(2) 5
(2) 3
1144 I
1144
545
1129
14'-0'
17'-8'
PRc'C45T
(2) 5
(2) 3
1;01
1066
486
1012
14'-8'
13'-4'
PRESTRESSED
(2)14
(2)2
1419
1419
451
W2
15'-4'
14'-0'
PRESTRESSED
(2)-4
(2) -2
1291
1291
417
823
Il' -4'
I6'-0'
PRESTRESSED
(2)14
(2)2 1
993 I
_
993
325
641
19'-4'
I8'-0'
PRESTRESSED
(2)5
(2)3
l85 I_
l85
260
513
20'-0'
18'-8'
PRESTRESSED
(2) 5
(2)-3
12"3
129
243
419
21'-4'
20'-0'
PRESTRESSED
(2) 5
_
(2) 3
_129
633
633
213
420
22'-0'_
20'-8'
PRESTRESSED
(2) S
(2) 3
591
591
200
394
_ 24'-0'
22'-8'
PRESTRESSED
(2) 5
C2) 3
481.
481
16l
330
(2) 2
49
1 PRECAST
TABLE NO. 3
TABLE No. 9
CLEAR
SPAN
LINTEL
LENGTH
CLEAR
SPAN
I LINTEL TYPELINTEL
REINFORCING SCHEDULE & LOAD CAPACITIES
TOP BAR
GRAVITY
CAPACITY
(0)5L (IMP
GRAVITY
CAPACITY
(IML (10`511
UPLIFT
CAPACITY
(IML (I)5U
UPLIFT 1
CAPACITY
(PISS (275U
SAFE WORKING LOADS (PLF)
I'-6'
PRECA51
(22
(2)2
10000
8" X 20" COMPOSITE LINTELS
10000
10000
2'-2'PRECAST
4
2'-T
PRECAST
(2) 2
(2) 2
9361
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL GRAVITY GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
6139
5014
BOTTOM TOP I CAPACITY , CAPACITY
CAPACITY
CAPACITY
4'4'
3'-4'
PRECAST
BAR BAR I(075L IIMU { qML OMU
(IML (IMU
(IML (205U
T-10'
-6
C
(2) 2 (2) 2 0m
10000
10000
3'-6'
2'-2'
PRECAST
(22 (2)2 1646 10000
10000
10000
(2) 2
49
I
i
1 PRECAST
TABLE No. 47
REINFORCING SCHEDULE &LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
TABLE No. 9
CLEAR
SPAN
LINTEL
LENGTH
CLEAR
SPAN
I LINTEL TYPELINTEL
STEEL
BOTTOM BAR
TOP BAR
GRAVITY
CAPACITY
(0)5L (IMP
GRAVITY
CAPACITY
(IML (10`511
UPLIFT
CAPACITY
(IML (I)5U
UPLIFT 1
CAPACITY
(PISS (275U
2'-10'
I'-6'
PRECA51
(22
(2)2
10000
10000
10000
10000
2'-2'PRECAST
4
2'-T
PRECAST
(2) 2
(2) 2
9361
10000
10000
10000
4'-6'
3'-2'
'RECAST(2)
PRECAST
-2 I
(2) 2
12).2
(2) 2
6139
5014
10000
10000
10000
10000
10000
10000 1
4'4'
3'-4'
PRECAST
_
(2)2 +_(2)2
6001
4653
10000
%29
10000
5'4'
5`-10'
4' -ID'
4'-6'
PREC45T
FFEC45T
(2) 3
(2)'3
(2) 2
(2) 2
1658
6231
10000
!0000
1051
5136
10000
10000
6'-4'
5'-0°
PRECAST
(2) -4
(2) 2
9101
10000
4154
9450
6'-6'
5'-2'
PRECAST
(2) -4
(2) 2
8589
10000
4481
8913
61-8'
5'-4'
FREC45T
(2)-4
(2)2
6114
9451
4231
8420
1-6'
6'-2'
PRECAST
(2)-4
(22
6235
6416
3242
6411
T-8' _�
6,.4'
PRECAST
(2) -4
(2) 12
5938
6024
30a5_
6163
8'-0'
6'-8'
PRECAST
(21-4
(2)2
5367
5361
2803
5593
6-4'
1'-0'
PRECAST
(2)-4
(2; -2
4831
4831
2557
5030
9'-4'
8'-0'
PRECAST
(2)'4
Q)-2
3126
3126
1982
3858
IID' -6'
9'-2'
PRECAST
(2)14
(2) -2
2931
2931
1520
3025
II' -4'
10'-0
PRECAST
(2) 5
(2).3
2553
2553
1219
2604
12'-0'
10'-8'
PRECAST
(27 `5
(2)3
2305
23051123
3663
2291
v-6'
11'-2'
PRECAST
(2) S
(213
2141
2141
1022
2099
13'-4'
IP -0'
PRECAST
(2) 5
(2) 3
1926
1926
881
1821
14'-0'
T-8'
PRECAST
(2) 5
l2) 3
1776
ilia
151
1635
W-8'
_
13'-4'
PRESTRESSED
(2-4
(2 12
2345
2345
653
1283
15'-4'
14' -ID'
PRE5TRE5SED
(2)'4
(2) 2
2136
2136
596
IIl9
I1'-4'
I6'-0'
PRESTRESSED
(2)-4
(2)2
1650
1650
464
918
19'-4'
IS' -O'
PRESTRESSED
(2)5
(2-3
1310
1310
311
135
2ID'-0'
IS' -8'
PRESTRESSED
(2) 5
(2) 3
1219
1219
341
686
21'-4'
2ID'-0'
PRESTRESSED
(275
(2)3
1 1062
1062
304
601
22'-0'
20'-8'
PRESTRESSED
C2J 5
12"3
994
994
285
565
24'-0'
22'-8'
PRESTRESSED
(2) 5
(2) 3
824
824
239
413
I
i
1 PRECAST
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8'• X 28" COMPOSITE LINTELS
TABLE No. 9
CLEAR
SPAN
LINTEL
LENGTH
GL`EARF
SPAN
LINTEL TYPE
LINTEL STEELGRAVITYGRAVITY
BOTTOM BAR TOP BAR
CAPACITY
(0 ML (IMU
CAPACITY
(IDSL (10%
UPLIFT
CAPACITY
(IML (I) -,U
UPLIFT
CAPACITY
(IML (2MU
PRECAST(2)
2
PRECAST
(27 F2
(2)2
10000
10000
10000
10000
3'-6'
2'-2'PRECAST
4
(2) 2
(2) 2
(2 2
10000
10000
10000
10000
4'-0'
2'-8' 1
PRECAST
(2) 2
l2) 2
1916
10000
_
10000
10000
4'-6'
3'-2' 1
PRECAST
(2 2
(2) 2
6001
10000
100000
10000
4'-8' 13'-4'
CAPACITY
PRECAST
(2) 2
(2) 2
5509
10000
I 10000
10000
5'-4'
4'-0'
PRECAST
3'-8'
(2) 2
9011
10000
8365
10000
5'-10'
4'-6'
PRECAST
---(2)13
(2)3
(2 -2
1381
10000
6806
10000
1 1425
1863
PRECAST
(2)14
(272
10000
10000
5641
10000
6'-6'
5'-2'
PRECAST
(2)14
(212
10000
10000
5318
10000
6'-8'
5-4'
PRECAST
(2) -4
0) 2
9638
ID000
502!
10000
1081
6'-2'
FIREEC45T
_
(2)14
(2)2
1408
9961
3848
1693
T-8'
6'-4'
PRECAST
l2 14
(2).2
7054
_ _
9168
3662
1326
8'-0'
6'-8'
PREC457
_
(2) -4
(2) 2
6419
1891
3328
6661
8'-4'
1'-0'
PRECAST
(2)14
(2)2
5864
_
6933
3031
1 6091
9'-4'
6-0'
PRECA57
(2)-4
(2)2
1 4561
5066
2355
4145
10'-6'
9'-2'
PREC45T
(2) -4
(2) 2
3526
3844
1801
3663
lV-4'
IID' -0'
PRECAST
(2) 5
(2)13
3290
3290
1521
3098
12'-0'
10'-8"
PRECAST
(2) 5
(2) -3
2938
2938
1336
2133
12'-6'
11'-2'
PRECAST
(2) 5
(2).3
2118
2118
1211
2499
13'-4'
12'-0'
PRECAST
(2) 5
(2) 3
2416
2416
1049
2168
i4'-0'
12'-8'
PRECAST
(2)5
(2)3
2216_
2216
931
1941
14'-8'
12)'4
PRESTRESSED
(L'4
(D 2
2811
2811
126
1431
15'-4'
14'-0"
PRESTRESSED
(2) -4
1 (2) 2
2616
2616
663
1312
iT.4'
16'-0'
F'RE67RE55ED
,2)14
1 (2) 2
2023
2023
516
1022
PRESTRESSED
Ig' -0"
PRESTRESSED
(2) 5
(2J "3
16011601
844
43
818
20' -ID'
18'-8`
PRESTRESSED
(2) 5
/2) 3
1496
14%
385
163
21'-4'
20'-0'
PRESTRESSED
(2) 5
1 (2) 3
_
1305
1305
338
669
22'-0'
20'-8'
PRESTRESSED
(2) 5
R)-3
1222
1222
311
629
24'-0'
22'-8'
PRESTRESSED
(2)5
(2)-3
1014
1014
266
1 527
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL j PLAIN GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN ~ GRAVITYCAPACITY CAPACITY CAPACITY CAPACITY
I
BOTTOM BAR TOP BAR CAPACITY (01-5L %-5U (IML (IMP (IML 0150 (IML (2MU
�—
1 PRECAST
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 32" COMPOSITE LINTELS
TABLE No. 9
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR TOP BAR
GRAVITY
CAPACITY
(0ML (IMP
GRAVITY
CAPACITY
IIML (IMP
UPLIFT _T
CAPACITY
(IML (IMP
UPLIFT
CAPACITY
IIML (2)50
REINFORCING
SCHEDULE & LOAD CAPACITIES
PRECAST(2)
2
(2) 2
10000
10000
10000
10000
SAFE WORKING LOADS
(PLF)
PRECAST
(2) 2
(2) 2
10000
10000
Icow
10000
8" X 6" RECESS DOOR
HEADER
PRECAST
(2) 2
(2) 2
LINTEL
'CLEAR
LINTEL TYPE
LINTEL
STEEL UNFILLED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
jLENGTH
SPAN
10000
10000
GRAVITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
6364
1
10000
I BOTTOM BAR
TOP BAR CAPACITY I(IML
(0MU
(1,,-,L IIMU
(IML (IMP
(;)"ISL (2MU
3'-8'
2'-4'
PRECAST
(2)2
(7)'2 1 1360
1691
I 1691
2234
2234
8543
2'-8'
PRECAST
(2)2
_ (2)2 113)
1425
1 1425
1863
1863
4' 2'
T-10'
PREC45T
(2)2
(2)2 1 1042
1320
1 1320
1719
1119
4'-4'
3'-0'
PRECAST
(2) 2
(2) 2 %3
1230i
1230
1596
1596
4'-8'
3'-4' 1
PRECAST
1 (2)2
(2)2 806
1081
1081
13%
13%
5'-8'
4'-4'
PRECAST
1 (2) 3
(2) 2 598
846
846
1003
1011
6'-8'
5'-4'
PRECAST
(2)-4
_
(2)2 458
693
693
_
6887W
(2) 2
l'-8'
b'-4'
PRECAST
(2)-4
f2)2 315
568
568
499
641
8'-8'
1'-4'
PRECAST
(2)-4
1272 , 316
480
1 Z.
315
_
546
5293
8`-4'
PRECAST
(21-4
Q1 -2 1 213
415
415
291
412
31a,
3 6..
a
8/20—S—(1) #5/(1) #5 8/24—S—(1) #5/(1) #5
8/16—S-(1) #5/(1) #5
TABLE No. 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
-ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR 70P BAR (0)SL (IMU (IML (I) -5U (IML (IMU (IML (2)SU
1 PRECAST
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 32" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR TOP BAR
GRAVITY
CAPACITY
(0ML (IMP
GRAVITY
CAPACITY
IIML (IMP
UPLIFT _T
CAPACITY
(IML (IMP
UPLIFT
CAPACITY
IIML (2)50
2'-10'
I`'
PRECAST(2)
2
(2) 2
10000
10000
10000
10000
3'-b'
2'-2'
PRECAST
(2) 2
(2) 2
10000
10000
Icow
10000
4'-0'
2'-8'
PRECAST
(2) 2
(2) 2
9213
10000
10000
10000
4'-6'
3'-2'
PRECAST
(2) 2
(2) 2
6940
10000
10000
10000
4'-8'
3'-4'
PRECAST
(2) 2
(2) 2
6364
1 10000
10000
10000
_
(2).2 (2) 2 3306 9256
4'-0'
PRECAST
(2) -3
(2)12
10000
10000
9619
10000
4'-8'
4'-6'
PRECAST
(2)13
(2)2
8543
10000
1816
10000
6'-4'
5'-0'
PRECAST
(21-4
(2)2
10000
10000
6529
10000
6'-6'
5'-2'
PRECAST
(2)-4
(2)2
10000
10000
6155_
'0000
6'-8'
5'-4'
PRECAST
(2) -4
(2) 2
10000
10000
5811
10000
1-61
6'-2'
PRECAST
(2)-4
(2)2
8581
10000
4455
8916
1'-8'
61-4'
PRECAST
(2)-4
(7)2
3I72
10000
4240
8491
8'-0'
6'-8'
PRECAST
(2) -4
(2) 2
1436
10000
3853
1121
0'-4'
1' -ID'
PRECAST
(2 -4
(2) 2
6194
10000
3516
1060
9'-4'
V-0'
PRECAST
(2)'4
(2)2
5293
6983
2121
5$01
11
9'-2'
PRECAST
(2) -4
(2) 12
4086
5043
2094
4248
11'-4'
10'-0'
PRECAST
(2) 5
(2) -3
4221
4221
1163
3593
12'-0' '
10'-8'
PRECAST
(2) 5
(2) 3
3119
3119
1549
3118 1
12'4' 1
11'-2'
PRECAST
l2.5
(2) 3
3412
3412
1411
X2899
13'-4'
12'-0'
PRECAST
(2) 5
(2).3
2998
2998
121621
$I6 I
14'-0'
12'-8'
PREC45T
(2) 5
(2)"3
2131
2131
1088
2260
_
PRESTRESSED
12)'4
(2) 2
3231
3231
149
1484
15'-4'
14'-0'
PRESTRESSED
(2) -4
(2) 2
2945
2945
683
1355
- Il' -4"
16'-0'
PRESTRESSED
(2) -4
(2) 2
2280
1 2280
532
1055
19'-4'
I5'-0'
PRESTRESSED
(2) S
(2) 3
1813
1813
426
844
20'-0'
IS' -8'
PRESTRESSED
(2) 5
(2) 3
!688
1688
391
1 l88
21'-4'
20'-0'
PRESTRESSED
1275
(23
1413
1413
348
691
22'-0'
20'-8'
PRESTRESSED
<2) 5
(2) 3
1380
1350
321
649
24'-0'
22'-8'
PRE5TRE55ED
(2) 5
(2) 3
1141
1141
214
544 _J
TABLE No. 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
-ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR 70P BAR (0)SL (IMU (IML (I) -5U (IML (IMU (IML (2)SU
1 PRECAST
(2) 2 (2) 2 8115 10000
10000
10000
3'-6'
2'-2' PRECAST
_
(2) 2 (y 2 5014 10000
10000
10000
4'-O'
2'-8' PRECAST
(2) 2 (2) 2 3651 10000
1440
10000
4'4'
3'-2' PRECAST
(2) 2 (2) 2 2141 1021
5612
_
8228
4'-8'
3'-4' PRECAST
(2) 2 (2) 2 2519 6231
_
5150
1216
5'-4'
4'-0' PRECAST
(2) 3 (2 2 4111 4411
3169
_
4830
-4
rA R C H I T E C TS
Design
GIOUp Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
LINTEL
SCHEDULE
"ELEVATION -A"
(ELA)
(LOTTS)
[ARCHITECT:
STATE OF FLORIDA
MAY 2 1
JAMES. )Cl�JTWELL
NO AR 0 12079
DAT• 5/21/18
SCALE: 1/4"=f -O"
SHEET
5C OF C)
—ICV
TABLE No. 10
316'
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL GRAVITY GRAVITY
UPLIFT
UPLIFT
-ENGTH
SPAN
d)
---{ CAPACITY CAPACITY
CAPACITY
CAPACITY
3
r
BOTTOM BAR TOP BAR (0)15L (IMP (IML (IMU
(IML (IMP
(IML (2 AU
3'-8'
2'-4'
PRECAST
(2) 2 (2) 2 4520 10000
9198
10000-
4'-0'
2'-8'
PRECAST
(2) 2 (2) 2 3651 10000
1440
10000
4'-2'
T-10'
PRECAST
_
(2).2 (2) 2 3306 9256
6,143
10000
4'-4'
3'-0'
PRECAST
(2) 2 (2) 2 3008 8053
6139
9566
4'-8'
3'-4'
PRECAST
(2) 2 (2) 2 2519 6231
5150
1216
5'-8'
4'-4'
PRECAST
_
(2) 3 (2) 2 3514 3AIm
3111
104l
rA R C H I T E C TS
Design
GIOUp Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
LINTEL
SCHEDULE
"ELEVATION -A"
(ELA)
(LOTTS)
[ARCHITECT:
STATE OF FLORIDA
MAY 2 1
JAMES. )Cl�JTWELL
NO AR 0 12079
DAT• 5/21/18
SCALE: 1/4"=f -O"
SHEET
5C OF C)
—ICV
•
316'
J•
:a:••
.e
d)
3
r
•
m
••
•:.:
.
m
•
.a
.
.•.
d.'• •.
tPIcO
,
o
A.
_
•
•r a::
; ..44.dilc0r
U.4-
CO
n
w
�.a•
•.
r
V�ay
LLJ3
13/16'
3 13/16'
8/28—S—(1)
#5/(1) #5
�Sa
8/32—S—(l)#5#5/i
I I
FAMILY RM.
AST- RETt LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE:
V-4'
BRG. HT.
COMMENTS
L-1
11'-4`
SF36-15AT
PRESTRESSED
L-2
4'-6'
SRF14-01BAT
RECESS
L -2A
6'-6'
SF12-1B/1T
8UB
L-25
4'-6'
SF12-05/1T
1569
L-3
4'-6'
SF16-05/1T
5263
L -3A
4'-6'
SF16-05/1T
TO 4'-4'(PRECAST)
L-4
1'-6'
SF16-1B/IT
3056 3151
L-5
�'-0
SF16-15/IT
l5l
L-6
1'-6'
SF16-15/IT
- 1598
L-1
1'-6'
SF16-iB/IT
3060
L-8
V-4'
SF16-i5/IT
6019
SAFE. LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
SAFE I ORDS (L BS/FT) 8' FRFCA.AT U-1 INTFI S
4C_`"_4^4W
UPLIFT
i
LATERAL
OVERALL LINTEL LENGTH -
(TYPE OF LINTELT
8F8 -IT
-
8FI2-IT
- _
8FI6-IT
8F20 -IT
-
8F24 -IT
_
8F28 -1T
__
8F32-iT
8UB
BF8
RCM
S�4F� L0 4D T 4BL� NOTES
1569
2655
3524
4394
5263
6132
1001
TO 4'-4'(PRECAST)
2'-8' 70 3'-b' (PRECAST)
3056 3151
4445
5140
T58
l5l
1164
1025 -
1024
- 1598
212
1363
2305
3060
3815
4510
5325
6019
3'-1' TO 4'-0' (PRECAST)
3382
39114
"
408
_ _
-
_
I
lbs
163
1309
4'-1' TO 4'-b' (PRECAST)
1201
1 2040
1 2101
3315
4043
4111
9319
592 -
IDS
1013
3329
[Ole,1115
2216
2838
3399
3%I
4522
coating of stucco applied in accordance
_
4'-l' TO 5'-4' !PRECAST) -
1"
464
6-3' TO I'-& (PRECAST)
5 06
142
_-509
E
1384
1165 2166
411
- 411
143
5'-5' TO 5'-10' (PRECAST) -
909
1561
7080
2593
3101
3620
4133
340
339
-
616
-
5' -II' TO b' -b' (PRECAST)
835
1401
1868
2329
2190
3251
3117
501
121
490
- -
TO 7'-6' (PRECAST)
121
1065
1624
2025
- 2426
2821
3228
424
534
363
591
l0B
1136
V414
IBIS
2151
2500
notches at the ends to accommodate vertical
cell reinforcing and grouting.
loads should be checked for the combined
loading with the following equation:
1'-7' 10 9'-4' (PRECAST)
_
REINFORCED CMU FULL
COURSE
3.
4.
Safe loads are superimposed allowable loads.
Safe loads based on grade 40 or grade 60 field
10. All safe loads based on simply supported
span.
376
512
230
530
515
916
1188
1461
n36�
7011
9'-5' TO 10'-b' (PRECAST)
,
GROUT
284
401
180
414
504
800
1031
1214
1513
1153
It. The number in the the parenthesis Indicates the
�j
10'-l' TO 11'-4' (PRECAST)
.-
5-
6.
�..,
260
452
154
/2' CLR T7P
410
458
12 4
938
1153
1369
1585
Z
II' -5' TO @'-0' (PRECAST)
l.
270 low relaxation
Mortar per ASTM C270 type M or S
p yp
1-
bottom of the lintel cavity.
l/32' diameter wire stlrru s are welded to the
p
12. Additional lateral load capacity can be
244
402
131
12'-{• TO 13'-4' (PRECAST) -
418
386
601
186
964
1143
1323
n
111 -
324
- 110
_
384
358
560
124
889
1054
1220
-
I3'-5' t0 µ'-0' (PRECAST)
REINFORCING
205
293
100
739
334
520
612
825
918
1131
14'-I. 70 14'-8' (PRESTRESSED)
8' NOMINAL WIDTH
(VARIES)
_
NR
284
96
14'-9' TO 15'-1'YPRE5TRE55EDJ
224
313
486
621
169
911-
1054
NR -
259
83
-
I5'-5' 10 Il' -4' (PRESTRESSED)
181
263
405
521
638
- l56
8l3
NR
194
64
Il' -5'. TO 19'•4' (PRESTRESSED)
W2
229
348
441
541
641
l4l
NR
148
52
-
1V-5' TO 21'-4' (PRESTRESSED)
142 -
..
204
a
-301
_-_T
393
,
480
568
655
NR
125
-
42
21'-5' t0 22'-0' (PRESTRESSED)
13l
191
295
319
462
546
_
630
NR
IW
40
-
22'-I' TO 24'-0' (PRESTRESSED)
124 -
n9
261
342
416
492 561
-
NR
91
30 -
&'PRECAST W/2•RECE55 DOOR U -LINTELS SAFE LOADS (LBS)FT)
GRAVITY
. I GONE). _ OVERALL LINTEL LENGTH 1 -OB aRF10-056W4-0 8RFI8-0 -8RF22-0 26-0B 30-0 _
l.i I V ir."oc iurci 1 BRU6
5' PRECAST W/2* RECESS DOOR U -L INTELS SAFE LOADS (L BS/FT)
rA R C H I T E C TS
-)
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Gr9up-2.
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FAX:407-774-4078
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AA #: 0003325
UPL IFT
i
OVERALL LNTEL LENGTH
3W( Ii
8W10 -IT
8r714 -IT
BRFI8-IT 8RF22-17 8RF26-IT 8RF30-IT
GENESAL NOTES
9. Safe load ratingbased on rational design
e
(TYPE OF LINTEL)
S�4F� L0 4D T 4BL� NOTES
T�1 fi�E IDESIC N 4TION
_
_
5W68r_6RCM)362
TO 4'-4'(PRECAST)
3056 3151
4445
5140
T58
l5l
1164
4'-5' TO 4'-6' (PRECAST)91
I&I
E1604[
212
2939 3601
4215
4943
694
693
1013
-l'TO 5'-8' (PRECAST)
2326 2854
3382
39114
"
408
40l
655
V-9' TO 5'-10' (PRECAST) -
I
I.
46
2259 2133
-1980 _
3286
3199
_
382
381
616
-
510
929
1530
2429
1819
3329
1
5' -Il' TO 6'-8' (PRECAST)
f'c prestressed lintel = 6000 psi
2.
Shore filled lintels as required.
coating of stucco applied in accordance
_
595
1"
464
6-3' TO I'-& (PRECAST)
5 06
142
_-509
E
1384
1165 2166
2561
1%8
614
363
I' -I' TO 9'-8' (PRECAST)
395
468
884
1222 1540
1859
2180
310
490
214
rA R C H I T E C TS
-)
Desig
Gr9up-2.
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FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
i
t IATEfRIALS
1 -
GENESAL NOTES
9. Safe load ratingbased on rational design
e
S�4F� L0 4D T 4BL� NOTES
T�1 fi�E IDESIC N 4TION
05 REBAR AT TOP
MIN. (1) REGYD
I
analysis per AGI 318 and AGI 530
3
I
4
I-1/2' CLEAR
s
f
f
10. The exterior surface of lintels installed in
�
I
I
I.
f'c 8' precast lintel = 4000 psi
1.
Provide full mortar bed and head joints-
exterior concrete masonry walls shall have a
i
�m=1500psi
I.
Ali values based on minimum 4 inch
7. For composite lintel heights not shown, use safe
A
_q
_
1
2.
f'c prestressed lintel = 6000 psi
2.
Shore filled lintels as required.
coating of stucco applied in accordance
1
nominal bearing. Exception: Safe loads for unfilled
load from next lower height shown,
F = FILLED WITH GROUT / U = UNFILLED
3.
Grout per A5TM C416 f'2 = 3000 psi w/
maximum 3/5 inch a re ate 4 8 to II inch
gg �l
3.
Installation of lintel must comply with the
architectural and/or structural documents.
with ASTM C-296 or other approved coating.
Ii. Lintels loaded simultaneous! with vertical
y
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
lintels must be reduced by 2051. if bearing length is
less than Co1/2 inches.
8. For lintels lengths not shown, use safe load from
g
next longest length shown
QUANTITY OF "5 REBAR AT
BOTTOM OF LINTEL CAVITY
�
0
_q
ill
=
U.
slump
4-
U -Lintels are manufactured with 5 1R' long
(gravity or uplift) and horizontal (lateral)
FOR EACH ADDITIONAL
2.
N -R =Not Rated
9. All safe loads in units of pounds per linear foot
J
4.
Concrete Masonry Units (CMU) per ASTM
CeO w/minimum net area compressive
notches at the ends to accommodate vertical
cell reinforcing and grouting.
loads should be checked for the combined
loading with the following equation:
REINFORCED CMU FULL
COURSE
3.
4.
Safe loads are superimposed allowable loads.
Safe loads based on grade 40 or grade 60 field
10. All safe loads based on simply supported
span.
aFlro= /
Z
�`.
strength = 11300 psi
5.
Reference the CAST Load Deflection
,
GROUT
-CRETE
rebar.
It. The number in the the parenthesis Indicates the
�j
O
5-
6.
Rebar per ASTM A615 grade 60
Prestressing strand per ASTM A4I6 grade
6.
Graph brochure for lintel deflection information.
Bottom field added rebar to be located a the
Applied vertical load Applied horizontal load
a < 1.O
Safe vertical load Safe horizontal load
/2' CLR T7P
5.
One "l rebar may be substituted for two 15 rebars
y
in 8' lintels only
percent reduction for grade 40 field added
rebar. Example l'-6' lintel type &F32 -I5 safe
LQUANTITY
—
Z
l.
270 low relaxation
Mortar per ASTM C270 type M or S
p yp
1-
bottom of the lintel cavity.
l/32' diameter wire stlrru s are welded to the
p
12. Additional lateral load capacity can be
(2) "5 REBAR
GR40
6.
The designer_may evaluate concentrated loads
from the safe load tables by calculating the
gravity load = 6412lsJ w/ 15 e reduGiioa 6412
g y
(.85) = 5501 If
p
OF "5
REBAR AT TOP
—
• •
"5 REBAR AT BOTTOM
OF LINTEL CAVITY
1
_
8.
bottom steel For mechanical anchorage-
g
-BOTTOM
Cast -In-place concrete may be provided in
obtained b the desi ner b rovidin
y g yp 9
additional reinforced concrete masonry above.
• •
or GR60
resisting m oment and shear at d- awa from
9 y
face of support.
NOMINAL HEIGHT
REINFORCING
composite lintel in lieu of concrete masonry units.
the lintel. See detail at right:
9
NOMINAL WIDTH
7-5/&'ACTUAL
PROVIDED IN LINTEL
8' NOMINAL WIDTH
(VARIES)
rA R C H I T E C TS
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Desig
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FAX:407-774-4078
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AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
LINTEL
SCHEDULE
"ELEVATION -A"
(ELA)
(CAST -CRETE)
ARCHITECT.
STATE OF FLORIDA
MAY 2 1^ 18
JAME ANTWELL
ARV N 12079
MR
DAT/ 5/21/18
SC ' LE: 1/4"=1'-0"
SHEET
5 OF U
i
1 -
I
3
I
s
f
f
�
I
I
e
I
i
1
f
1
s
1
�!moomov
I
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
LINTEL
SCHEDULE
"ELEVATION -A"
(ELA)
(CAST -CRETE)
ARCHITECT.
STATE OF FLORIDA
MAY 2 1^ 18
JAME ANTWELL
ARV N 12079
MR
DAT/ 5/21/18
SC ' LE: 1/4"=1'-0"
SHEET
5 OF U
i
1 -
I
3
I
s
f
f
�
I
I
e
I
i
1
f
1
s
1
EXTERIOR MASONRY
W,4LL BRCS. HEIGHTS
LINTEL PLAN
r
LINTEL
NO.
LENGTH
REINFORCING SCHEDULE & LOAD CAPACITIES
COMMENTS
L-1
li'-4"
S/36-S-C11u/Ct)L
PRE6TR3=6EED
SAFE
WORKING LOADS
(PLF) 8" X 32" COMPOSITE LINTELS
RECESS
L -2A
(o'-4"
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
4'-6"
WIRE / BAR
1 BOTTOM BAR i
CAPACITY
CAPACITY
CAPACITY
CAPACITY
L-5
I, -(o"
8/16-S-C1)U/CI)L
1 PRECAST
1(0)#5L(1)#5U (1)#5L
(1)#5U
5U
(0)#5L (1)#5U(1)
(1)#5L (2)#5U'',
L -O
T -(o"
(9/1(o-5-(11U/0)L
7'-8" 6'4"
L-8
9'-4"
8/16-5-(1)U/(1>L
(1)#5L (1)#5U
22'-0"
20'-8"
1 PRESTRESSED
(2) D4.5 WIRE (2) No. 4
294 1 510
1
DETAIL'U'
DETAIL'V'
DETAIL 'U' &'V'
DETAIL'W'
2'-10"
V-6"
PRECAST
2 D4.5 WIRE
2 No. 3
10000
10000
10000
10000
3-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'4"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
-1
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-8"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
9576
10000
10000
10000
5 4
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
7009
10000
10000
10000
6-10"
4'-6"
PRECAST
(2) D4.5 WIRE
2 No. 3
5700
10000
_
10000
10000
6-6"
5-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
7924
10000
9263
1 100000
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
5748
10000 T
6723
10000
7'-8"
6'-4"
PRECAST
(2) D4.5 WIRE
2 No. 4
5473
9564
6402
10000
8'-0"
6-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
4978
8706
_
5824
10000
8'-4"
7'4"
PRECAST
(2) D4.5 WIRE
2 No. 4
4546
7957
5320
10000
9'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
2 No. 4
3536
6205
4141
7410
10'-6"
9'-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
2725
4798
3194
5322
11'-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
3615
5348
2699
4424
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No. 5
3191
3670
2379
3894
(2) D4.5 WIRE (2) No.4
-2"
PRECAST
(2) No. 3
2 No. 5
2919
3369
2174
3572
13'-4"
12'-0"
PRECAST
(2) No. 3
2 No. 5
2535
2961
1884
3137
14'-0"
12'4"
PRECAST
(2) No. 3
[4NO. 5
2278
2698 1
1691
2856
14'-8"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7�1 Nsotr d +
3326
3326
1829
2919
(2) D4.5 WIRE
(2) No.3 4032
10000
8687
9503
4'4"
3'-0"
2'$'
PRECAST
15'-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) strand +
3031
3031
1666
j 2702
(2) D4.5 WIRE
(2) No. 3 2990
7025
6382
2
(2) No.
4'-4"
4'-0"
17'-4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2346
2346 1
1290
2210
(2) D4.5 WIRE
(2) No. 4 1 2976
2976
2676
2 No.4
7'-8"
6'-4"
6'-0"
PRECAST
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
l2) strand +
1865
1865
1029
1869
(2) D4.5 WIRE
(2) No. 4 1563
1563
1113
2
(2) No. S
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x12" RECESS DOOR HEADER
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1737
1737
959
1778
LOAD
SOLIDSOLID (0) L
PLAIN #5 (
#5 (1) U (0) L #5) U) L
SOLID
#5 (2) U (1)
DETAIL'DE' DETAIL 'DF' DETAIL 'DE' &'DF'
2 No.5
3'-8"
2'-4"
2'-0"
PRECAST
2 1'-4"
20'-0"
PRESTRESSED
(2) No. 3 !
(2) 7/16 strand +
1516
1516
839
1620
2970 4965
4401
4401
4'-2"
2 No. S
2'-6"
PRECAST
(2) D4.5 WIRE (2) No.3 1
2654 4449
� 22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1420
1420�787
2400 4030
1551
3607
4'-8"
3'-4"
3'-0"
2 No.5
! (2 D4 5 WIRE (2) No. 3 1
1966 3390
3053
3053
5-8"
4'4"
4'4"
PRECAST
(2) 7/16 strand +
1193 2290
2085
2085
6'-8"
24'-0" 1
22'-8"
PRESTRESSED
(2) No. 3
(2) No. 5
1250
1250
7'-8"
1300
QUALITY PRECAST COMPANY
'STRONG' ON SERVICE
17!��P,O, Box 11 - Brandon, Florida 33509-0011
\
LINTEL
NO.
LENGTH
TYPE"
9'-4"
BRG. HT.
COMMENTS
L-1
li'-4"
S/36-S-C11u/Ct)L
PRE6TR3=6EED
L-2
4'-(o"
&/14-5-(i)U/(0)L
RECESS
L -2A
(o'-4"
S/12-5-(1)U/(0)L
4'-6"
L-25
4'-8"
8/12-S-Clxi/(0)l.
PRECAST
L-3
4'-6"
8/16-5-0111{/C0)L
7-8"
L -3A
4'-6"
8/16-5-(1JU/(0)L
1 1137 1137
L-4
T -(o"
8/16-5-(1)u1(I)L
(2) D4.5 WIRE (2) No. 3
L-5
I, -(o"
8/16-S-C1)U/CI)L
1 PRECAST
L -(o
T -(o"
8/16-5-01U/(1)L
5'-0"
L -O
T -(o"
(9/1(o-5-(11U/0)L
7'-8" 6'4"
L-8
9'-4"
8/16-5-(1)U/(1>L
498 1 863
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY
j
(0)#5L(1)#5U(l)#5L(1)#5U (0)#5L (1)#5U (1)#5L (2)#5U
! DETAIL'H' DETAIL'J' (1) #5L (1)#5U DETAIL'K'
DETAIL 'H'&'J'
3'-6" 1
2'-2"
PRECAST
4'-U !
2'-8"
PRECAST
4'-6"
3-2"
PRECAST
4'-8" 1
34"
PRECAST
54"
4'-0"
PRECAST
5-10"
4'-6"
PRECAST
6-6"
5'-2"
PRECAST
7-6"
6-2"
PRECAST
7-8"
6'-4!'
PRECAST
24'-0" 22'-8" 1 PRESTRESSED
9'-4" 1
8'-0"
PRECAST
LINTEL
TYPE
j 10'-6" !
9'-2"
PRECAST
1 DETAIL'DA' DETAIL'DB'
! . 110'-0"
2'-0"
PRECAST
1(2) D4.5 WIRE (2) No. 3
12'-0" !
10'-8"
PRECAST
PRECAST
12'-6"
11'-2"
PRECAST
2'-6"
14'-0"
12'-8"
PRECAST
PRECAST
4'4" 3'-0"
14! 14'-8
3-4"
PRESTRESSED
1 1137 1137
I 15-4"
14'-0"
PRESTRESSED
(2) D4.5 WIRE (2) No. 3
17'-4"
16-0"
PRESTRESSED
1 PRECAST
19'-4"
18'-0"
PRESTRESSED
5'-0"
20'-0"
18'-8"
PRESTRESSED
7'-8" 6'4"
21'4'
20'-0"
PRESTRESSED
498 1 863
22'-0"
20'-8"
1 PRESTRESSED
24'-0" 22'-8" 1 PRESTRESSED
TYPE DESIGNATION
P - PLAIN LINTEL/
LATERAL SAFE LOADS (PLF)
8"x8" RECESS DOOR HEADER
TOTAL CLEAR
.ENGTH SPAN
DOOR
SIZE
LINTEL
TYPE
,LINTEL STEEL LINTEL
STEEL
'TOP WIRE/ BOTTOM
BAR BAR
I LATERAL SAFE LOAD
PLAIN SOLID
1 DETAIL'DA' DETAIL'DB'
3'-8" 2'4"
2'-0"
PRECAST
1(2) D4.5 WIRE (2) No. 3
1640 1790
4'4" 1 2'-8"
2'4"
PRECAST
(2) D4.5 WIRE (2) No. 3
! 1386 1410
4'4" 2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE (2) No. 3
1 1259 1259
4'4" 3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE (2) No. 3
1 1137 1137
4'-8" 1 3'4"
3'-0"
PRECAST
(2) D4.5 WIRE (2) No. 3
1 929 929
54" 1 4'-4"
4'-0"
1 PRECAST
(2) D4.5 WIRE (2) No. 3
559 559
6'-8" 5'-4"
5'-0"
I
PRECAST
(2) D4.5 WIRE (2) No. 4
606 1 1097
7'-8" 6'4"
6'-0"
PRECAST
(2) D4.5 WIRE (2) No. 4
498 1 863
9'-8" 8'-4"
8'-0"
PRECAST
(2) D4.5 WIRE (2) No. 4
294 1 510
TYPE DESIGNATION
P - PLAIN LINTEL/
r QUANTITY OF #5 BAR AT
S - SOLID LINTEL
(SEE SCHEDULE)
LOWER LINTEL CAVITY
[8x16 -P-1 L/1 U]
NOMINAL WIDTH J
I
L QUANTITY OF #5 BAR AT
NOMINAL HEIGHT -
-1co32"STIRRUPS
UPPER LINTEL CAVITY
3000 PSI GROUT -TOE SCHEDULE)
(PLACED IN FIELD))
(1) #5 CONTINUOUS REGD.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
BOTTOM BARS
SEE SCHEDULE
"MIH" 75" MNJ,
8
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
3000 PSI GROUT
(PLACED IN FIELD) -7
-TOP LEG BARS:
2" 2"
(SEE SCHEDULE)
7207 1
(1) #5 CONTINUOUS REQ'D.
6614 1
PER STRUCTURAL PLAN
4843
No.3
-1co32"STIRRUPS
AT 4'-0"cc
PW
IED OR WELDED)
SOLID
#5 (1) U (0) L
#5 l U l L
OTTOM BARS
DETAIL 'DA'
EE SCHEDULE
m
DETAIL 'DD'
MIN. C ' MIN.
7Jn.
L _ I NOTES: O
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS DOOR HEADER SECTION
PRECAST CONCRETE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
No. 3 10000 1 1
No.3
9550 1 1
No.3
7207 1
No. 3
6614 1
No.3
4843
No.3
3940
No.4
4350
(2) No. 4
(2) No. 4
(2) No. 4
(2) No. 5
2 No.5
(2) No. 5
(2) No. 5
(2) No. 5
(2) 7/16 strand +
(2) No. 4
(2) 7/16 strand +
(2) No. 4
(2) 7/16 strand +
(2) No. 4
(2) 7/16 strand +
(2) No. 5
(2) 7/16 strand +
(2) No. 5
(2) 7/16 strand +
(2) No. 5
(2) 7/16 strand +
2 No.5
(27/
strand +
t9i No 5
2625
2153
1777
1568
1439
1354
1232
1149
1419
1291
993
1035
961
834
720
642
3071
2831
2625
2153
1777
1568
1439
1354
1149
1419
1291
993
1035
961
834
720
642
6635
5402
4225
3063
2916
2651
2421
1881
1448
1222
1075
760
850
775
600
478
446
390
366
306
10000
10000
10000
10000
7320
5641
4314
3183
3049
_2811
2607
2139
1766_
1568
1439
1354
1232
1149
1347
1270
1084
936
872
763
716
599
1
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8" RECESS DOOR HEADER
TOTAL CLEAR
1 LENGTH SPAN
1
DOOR LINTEL TYPE
SIZE
LINTEL STEEL TOP LINTEL
WIRE/ BAR STEEL
BOTTOM
BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
I.
' PLAIN
--
SOLID SOLID
#5(1)U(0)L#5(1)U(1)L
SOLID
#5 (1) U (0) L
#5 l U l L
SOLID
#5(2)U(1)
DETAIL 'DA'
DETAIL'DB' DETAIL'DC'
DETAICDB' &'DC'
DETAIL 'DD'
3'-8"
2'-4"
2'-0" PRECAST
(2) D4.5 WIRE (2) No. 3
1919
2143 2143
1753
1753
4'-0"
2'-8"
2'-4" PRECAST
(2) D4.5 WIRE (2) No. 3
1597
1801 1801
1483
1483
4'-2"
2'-10"
2'-6" PRECAST
(2) D4.5 WIRE (2) No. 3
1473
1668 1668
1376
1376
4'-4" 3'-0"
2'-8" PRECAST
(2) D4.5 WIRE (2) No. 3
1367
1553 1553
1284
1284
4'-8" 3'4"
3'-0" PRECAST
(2) D4.5 WIRE (2) No. 3
I
1 1194
1363 1363
1131
1131
5'-8" 4'4"
4'-0" PRECAST
(2) D4.5 WIRE (2) No. 3
1 864
995 995
831
831
6'-8"
5'-4"
5-0" PRECAST
(2) D4.5 WIRE (2) No. 4
662
816 816
650
654
7'-8"
6'-4"
C-0" PRECAST
(2) D4.5 WIRE (2) No. 4
542
669 669
462
537
9._8"8'-4"
8'-0" PRECAST
(2) D4.5 WIRE (2) No. 4
396
489 489
261
393
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x32" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOPLINTEL STEEL
WIRE/ BAR BOTTOM BAR
1#5(1)U(0)1
GRAVITY SAFE LOAD
UPLIFT SAFE
LOAD 1
SOLID
SOLID
1 #5(1)U(1)L
SOLID
#5(1)U(10)L
SOLID
#5(2)U(1)L
DETAIL'DU'
DETAIL'DV
DETAIL'DU' &'DV
DETAIL'DW'
2'-4"
2'4"
PRECAST
(2) D4.5 WIRE (2) No. 3
10000
10000
10000
10000
1 4'-0"
7-8"
2'-4"
PRECAST
(2) D4.5 WIRE (2) No. 3
10000
10000
10000
10000
j 4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE (2) No. 3
9563
10000
1 10000
10000
4'4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE (2) No.3
8654
10000
10000
10000
44'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE (2) No. 3
7102
10000
9975
10000
5-8"
4'4"
4'-0"
PRECAST
(2) D4.5 WIRE (2) No. 3
4336
10000
6110
( 10000
6'-8"
7'-8"
54"
64"
5-9'
6'-0"
PRECAST
PRECAST
(2) D4.5 WIRE (2) No. 4
(2) D4.5 WIRE (2) No. 4
5323
3810
10000
10000
4103
2929
10000
{I 9691
9'4"
8'4"
8'-0
PRECAST
(2) D4.5 WIRE (2) No.4
2202
5434
1680
5174
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x16" RECESS DOOR HEADER
TOTAL
LENGTH
3'-8"
CLEAR
SPAN
2'-4"
DOOR
SIZE
2'-0"
LINTEL TYPE
PRECAST
LINTEL STEEL TOP
WIRE/ BAR
(2) D4.5 WIRE
LINTEL STEEL GRAVITY SAFE LOAD
BOTTOM BAR SOLID I SOLID
#5(1)U(0)L'#5(1)U(1)L
DETAIL 'DH' DETAIL'DJ'
(2) No. 3 5713 10000
UPLIFT SAFE
LOAD
SOLID
#5(1)U(0)LL
SOLID
#5(2)U(1)L
DETAIL'DH' &'DJ'
10000
DETAIL'DK'
10000
4'-0"
2'4"
2'4"
PRECAST
(2) D4.5 WIRE
(2) No.3 4511
9686
10000
4-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3 4032
10000
8687
9503
4'4"
3'-0"
2'$'
PRECAST
(2) D4.5 WIRE!
(2) No.3 3647
9133
I 7835
I 8173
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3 2990
7025
6382
1 6382
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3 1819
4139
3839
3839
6'-8"
54"
5'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4 1 2976
2976
2676
2737
7'-8"
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4 2292
2292
1918
2121 1
9'$"
8'-4"
1 8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4 1563
1563
1113
1455
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x12" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP LINTEL STEEL
WIRE/ BAR BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE
LOAD
SOLIDSOLID (0) L
PLAIN #5 (
#5 (1) U (0) L #5) U) L
SOLID
#5 (2) U (1)
DETAIL'DE' DETAIL 'DF' DETAIL 'DE' &'DF'
DETAIL'DG'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE (2) No.3
3764 6455
5637
j 5637
4'-U'
2'-8"
2'4"
PRECAST
(2) D4.5 WIRE (2) No. 3 1
2970 4965
4401
4401
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE (2) No.3 1
2654 4449
3965
3965
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE (2) No. 3
2400 4030
3607
3607
4'-8"
3'-4"
3'-0"
PRECAST
! (2 D4 5 WIRE (2) No. 3 1
1966 3390
3053
3053
5-8"
4'4"
4'4"
PRECAST
1 (2) D4.5 WIRE (2) No. 3
1193 2290
2085
2085
6'-8"
54"
5-9'
PRECAST
(2) D4.5 WIRE (2) No.4 1
1764 1763
1578
1578
7'-8"
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE (2) No. 4 1
1409 1409
1188
1267
9'$'
8'4"
8'-0"
PRECAST
(2) D4.5 WIRE (2) No. 4
1000 1000
686
903
A R C H IT E C T S
Desin
rou �n�
G.
1441 N. RONALD RF-AGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
1
I
1E
I
10
10
C6
0
E
O
c
cu L
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
LINTEL
SCHEDULE
ELEVATION -A"
(ELA)
(QUALITY PRECAST)
ARCHITECT:
STATE OF FLORIDA
Ay 2 1 2Q'
JAMAERS
DATm'/ /21/18
SHEET
T
5 OF U
.m.om■m��
1
I
1E
I
10
10
C6
0
E
O
c
cu L
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
LINTEL
SCHEDULE
ELEVATION -A"
(ELA)
(QUALITY PRECAST)
ARCHITECT:
STATE OF FLORIDA
Ay 2 1 2Q'
JAMAERS
DATm'/ /21/18
SHEET
T
5 OF U
HEADER. SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
CONNECTOR
SpEDULE CONTROL DATE: 01 -0I -I5
05L 2 x 8
SIMPSON
DBL 2 x 10
USP
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
DES.
UPLIFT
GRAVITY DES.
UP TO 5'-0"
UPLIFT
GRAVITY
FASTENER
&'-4' TO 8'-0'
META -16
1450
HTA 16-18
1
1400
3
Cl) IOd x 1 I/2" I -PLY, (6) I6d 2 -PLY, (U5P: (10) 100 X 1 1/2" - NO I6d OPTION)
(2) MET4-16
1985
1900
(2) HTA 16 -IS
2800
(10) 10d x 1 I/2' 1 -PLY, (USP: (10) 10d x 1 1/2")
-
—
(4) I6d 2 -PLY (USP, NO 166 OPTION)
HETA-16
1810
HTA 16
1615
(9) IOd x 1 1/2" 1 -PLY, (8) I6d 2 -PLY U5P= (10) IOd x 11/2'. NO I6d OPTION
U
HETA-20
1810
LTA 20
(615
(9) IDd x 1 1/2' I -PLY, (8) I6d 2 -PLY USP: (10) IDd x 1 I/2", NO I6d OPTION
(2) HETA-20
2035
2500
(2) HT4-20
3110
(10) 10d x 1 1/2" -PLY USP: (10) IDd x 1 1/2"
-
(12) I6d 2 -PLY (USP: NO I6d OPTION)
LGT-2
2150
LUGT-21915
U
(1) - 1/4" x 2 1/4' TITEN, 2 PLY (USP: 5L<,F,) 1/4' WB, WOOD (16) IDd
DET4L-20
2480
NO USP CONVERSION FOR SIMPSON DETAL-20
(IS) - IOd x !-1/2, 1 PLY
:2
MGT
3965
MU -,T
4000
(U 5/8' AT.R, IN HIGH STRENGTH EPDXY (MIN. 12' EMBED). (22) IOb TO WOOD (USP: (28) IDd TO WOOD)
«
10980
HUGT-2
9365
iHGT-2
(2) 3/4" A.T,R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
HGT-3 «
i0530
HUGT-3
9365 1
(2) 3/4" A.LR. IN NIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) IOd TO WOOD (USP: WOOD (8) IOd)
LGT3-5052.5
3285
LUGT-3
5330
(12) SDS I/4"x2 1/2" TO GIRDER, (4) 3/8" x S" TITEN HD TO WALL CUSP: CONIC. (4) 3/5' X 5' WEDGE BOLT, WOOD (12) UJS25)
m
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA
WALL
1555
I
(10) 10d x 1-1/2" (USP: (10) 10d x 1/2'
VGT
4940
NO USP CONVERSION FOR 51MPSON VGT
(1) 5/5' A.T.R. 1N NIGH STRENGTH EPDXY (MIN_ 12' EMBED), (16)-SD5 1/4'X3" TO WOOD
(2) VGT
7185
NO USP CONVERSION FOR SII`1PSON (2) VGT)
(2) 5/8' A.T.R. tN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS I/4"X3' / 2 PLY
MTS -12
1000
MTW 12
1595
(14) 10d x 1 1/2CUSP: (14) IOd x 1 1/2", (14) IOd)
Q
HT5-16
II50
HTW 16
i66O
(16) IOd x 1 1/2" (USP: (16) 10d x 1 1/2", (16) IOd)
HT5-20
1,450
HTW 20
2045
(24) IOd x 1 1/2" (USP: (24) IOd x 1 1/2", (20) !0d)
HT5-24
1450
HTW 24
2045
(24) ICd x 1 1/2" (USP: (24) IOd x 1 1/2", (20) 10d) _
LST4-12 -
925
LSTA 12
910
(10) IDd USP. (10) IOd
LSTA-IS «
1235
LSTA IS
1360
(14) 10d USP: (14) IOd
MSTA-IS
1315
1 MSTA-IS
1315
(14) iOd USF: (14) 10d
MST4-24 «+
1(140
MST4-24
1150
(IS) IOd USP (S) IOd
M5TA-30
2050
M5T4-30
_
2140
(22) IOd USP: (22) IOd
<
MSTA-36 «.
2050
MST4-36
2525
(26) 10d USP (26) IOd
f--
MST! -363&00
KSTI 236
3090
_
(36) IOd x 1 1/2" USP: (36J IOd x 1/2"
MSTI-48
5065
KTSI 248
4250
(48) IOd x ! 1/2" USP: (48) IOd x 1 1/2"
W
H6
950
LFTA 6
1595
(S) ad TO PLATES, (8) ad TO STUDS CUSP: (16) 8d x 1 1/2", (160 ad)
5P4
885
SPT 4
945
((1) IOd x 1 1/2' TO STUDS U5P: (6) IOd x 1 I/2' TO STUDS —
A
434
395
MP 34
410
(4) 8d x 1 1/2" TO BEAM, (4) 8d x 11/2" TO POST. U5P: (4) ad x 1 1/2" TO BEAM, (4) ad x 1 1/2" TO POST,
I4CP2
645
HHCP 2
1010
(12) IOd x 1 1/2" U5P: (10) IOd x 1 1/2" TO TRUSS, (10) IOd X 1 1/2' TO PLATE
HIDA
1340
RT 16A
2180
(IS) ICd x 1 1/2" USP (9) 106 x 1 1/2" TO TRUSS, (8) IOd X I I/2" TO PLATE
'dGT = HDU4
4565
PND 44
4535
C1, CIO) -SS 1/4'x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
6)-5D5 1/4"x3" TO WOODD
USP: 5/8' ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, NO) WSW WOOD SCREWS
VGT 4 HD115
4940
TDX 10
5110
(16)-5DS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUT5/W45HER/2PLY
USP: 1/8" ATR MiN, 1" EMBED SET IN Hied STRENGTH EPDXY, (4) 1i8" THRU-BOLTS
ABU 44_
2200
6665 PAU 44
1 2535 6715
(U 5/8" AT.R IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED) IN CONC., (12)16,d TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000 PAU 66
1 2535 13815
(,) 5/8" AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG., (12)16d TO WOOD USP: SAME AS SiMPSON
0
LTT.19 ...
1340
LT5 19
i 1205 _
(1) 3/4' A.T.R. IN HIGH 5TRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (8)IOd TO WOOD U5P: SAME AS SIMPSON
LTT205 ««
1500
LJS 205
!IO5
(U 1/2' A.T,R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONIC, '10)!Od TO WOOD
USF 3/4" ATR MIN 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) IO_ d x 1 1/2", 2-1/2" _
(�
HTT4
4455
HTT45
4465
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN GONG., (18) SD'10 x 1/2" NSP: (2O) I66 X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20) IOd, (20) 10d x 1-1/2", (20) I6d x 2 1/2"
Q
NTT5
5D3ID
HTT45
5430
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONIC., (26) I6d X 2 1/2" (USP: (20) I6d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (28) IOd, (28) IOd x 1-1/2'. (20) I6d x 2 1/2'
HHDQII-SDS 2.5«
11,810
UPHD 11
12090
(1) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) SDS y<' x 2)'z WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
HD15
6645
TDX 10
j 5110
(1) 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG., (3) 3/4" STUD BOLTS TO WOOD (USP: (4) 1/8" BOLTS)
Cn
C'15144 3.56/11.25
1
3415
5330 NP,135x12U
3165 1130
SIMPSON: (13/4" A,T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN GM.U. TOP, (1) 3/4"
AT.R. IN HIGH STRENGTH EPDXY, (I"IIN. 6.15' EMBEDMENT) IN G.M.U. FACE, (ISAOd TO BEAM
U5P: (U 1/2' J -BOLT W/ MINIMUM 6: EMBED. i NOT LESS THAN 4"FROM EDGE OF GONC W/ 3/4" DIA ITW
RAM5ET/REDHEAD D -NA BOLT SLEEVE ANCHOR OR EQ, W/ MIN, 5" EMBED DEPTH INSTALLED IN THE PACE.
(14) IOd AT JOIST —
!Y
W
1
HU50412 (WOOD)
3635
2660 (FLR)
— HU5412IF
3265 (ROOF)
2530 (FLR)
3060
3225 (ROOF)
(10) I6d TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON
HUC410 (CMU)
1810
5085 Hl -)410 IF
1905
(IS) 1/d" x 2-3/4" TITEN (9 PER FLANGE) TO CMU. (10) IDd TO WOOD: (U5P: (15)1/4' x 3" WS3 SCREWS, (10) 10d TO WOOD.
HUC210-2 (CMU)
1810
5085 HD210-21F
:905
(IS) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 1Od TO WOOD: (USP: (18) 1/4' x 3" W53 SCREWS, (IO) IOd TO WOOD
HUC210-3 (CMU)
1810
4000 1 -1D210 -31F
1905
LL6,UM241�2j-5r:)5
(15)1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP (18) 1/4' x 3" W53 SCREWS, (10) IOd TO WOOD
1GUM26-2-5D6
1430
5595 NO USF CONVERSION FOR 5lMPSO(4)
3/S' x 4" TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 1/2" 5D5 SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMPSON '5ET EPDXY-TIE". GONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
« WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID �/ GROUT.
« Od COMI'ON NAILS CAN BE SUBSTITUTED WITH IOd x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
««+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T
w
1—
AT.R. = 4-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTLI, ETC. VARIES)
®
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
15 U5ED,
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER 45711-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON 51MP50N "WOOD CONSTRUCTION CONNECTORS C-2013' , "HIGH WIND -RESISTANT CONSTRUCTION C-4WO9, AND ANCHORING E FASTENING SYSTEMS FOR CONCRETE a MASONRY CATALOG
C-6145-2012.
HEADER. SPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x &
UP TO 5'-4'
05L 2 x 8
5'-4' TO i'-0'
DBL 2 x 10
7'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
51ZE
CLEAR SPAN
DBL 2 x (o
UP TO 5'-0"
DBL 2 x 8
5'-0' TO &'-4'
DBL 2 x 10
&'-4' TO 8'-0'
DBL 2 x 12
8'-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Pt-)
UP TO
5'-0" TO
8'-0'
U"N.O.
4'-11 1/2'
-l'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
O
SUPPORTINCs END OF HEADER
1
2
3
NUMBER OF FULL LENCsTH STUDS
2
AT EACH END OF HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2" TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META -16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED 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 & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O. ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE
NOTES:
O--)SECURE
2ND FLR STUDS TO FLOOR TRUSS
BELOW W/ MSTA-30 @ 32" O.C.
®
SECURE 2ND FLR STUDS TO FLR TRUSS
W/ MTS -12 @ 32" O.C.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
BRG,
LOAD BRCS. WALL
SECURE BEAMS TO PT
SECURE BMS TO PT 6x6 6x6 POST W/ (2) MSTA-24
SECURE BMS TO PT 6x6
POST TO SLAB W/ABU-66
POST W/ (2) MSTA-24 POST W/ (2) M5TA-24
POST TO SLAB W/A5U-66 POST TO SLAB W/A5U-66
U U �1 U U
CJ1L11 n (2) 2x12 BEAMS it 11 it (2) 2x12 BEAMS if
CJIL
,ill � II II II I I II II I
>1 Ili
CJ3L W II II II II II II II II 11 W CJ3L
(2) MT5-12 It 61 Q IIII (2) MTS -12
NUC -410 -Iv = _ _ _ _ _ _ _
LOIG - - _ _ _ _ _ Q -
3 111
D6 L02
Lu
---iiF�----- - _ ---HI---
ii u u u ---------- -�- -- ----------------------- -LIIE NUC -410
I
u- L03i
--- -- — —
II II II II II X11 II II 11 II �II II II II II it = _ _ - FLIO
II
`� II I I I I `` I I I I I I I I I II I I I _ -_-
II II II 11 II II I if II II II II If II II II II � - - - - FLIO
IIII I II IIIII _ _ _ _ I II I II � _ _ - -
I II II II II Ii II II II II II II II II II II II FLIO
lr> FLIO
II I I II II II IIIII II
II II II II II If I fl II II it II II II II II II
I I I II II
FLIO
fl II II Il II I II II II II II ff II II II II '
III I II III FL10
II II it I III II II
II II II II II II II If 11 II II II II II II �
- - -�-- FLIO
I I I I II I I 11 I i
it II I II II
II II II II I II II it II II II II II II II it �' _ _ _ = FLIO
V4
JI I II II
III I II II III II
j II II II II II II II II II II II II 11 II II II FLIO
TRUSS TO 4X4
� POST W/ (2 )
1 II II II II II
1I I I I I I I I I I I I I I I I I I 11 I I 1 HT5-20,POST TO - - -
_ _ _ - FLIO
L—IL
� - � SLAB W/ HTT-4 - _ - -
/w Li- FLOeG
LBW L1 LBW
1
y - w FLOE
FL04 I = - TRUSS TO 4X4 POST -l2 DBL. STUD
FL03G = _ = HT5-20 4X4 POST TOS j= _ = LBW - _ _ = FL07Cx
SLAB HTT-4
_ - - - - -
FL02 = _ _ _ _ _ - - - - - - FL06
FL02 - - - - - =t- - - - - - - —� - - - - - FLOG
I
FL02 - - - - - - - - - - - - - - - - FLO&
- - - - - - (2) 2x8 HDR W/(2) JACK
FL02 = _ _ _ _ �_ _ --_ _ - (2 -)Ll. S�L�RS- _ _ _ = FLO&
FL02 = _ _ _ _ _ _ _ - _ _ _ _ _ _ = FLO&
DBL
j STUD
FL02 = _ _ _ _ _ _ _ - - - _ _ _ _ _ = FLO&
3- - - -
FL02 = _ _ - _ _ _ _ _ _ _ _ _ _ - - - FLO&
1
FL02 = _ _ _ - _ = A A FLO&
-----------------------------' ---�1
---------- --------------------------- -
FLOIE - - - = = = _ _ = = = FCxI = ; p6
l � 1
II j II II II II II II II II Ad
It I X u 1 11
2X6 LEDER II I II I II I I II IN�4
SECURE TO TRUSS
WEBS W/ (2) J"x5' it n 11 n n n u n n n n n
LAG BOLTS W/ 2' I �(2) i 11 11
16 I)
DIA WASHERS 6 IN 11 11
24" O.C. MAX @ 0 0 11 11 11 11 11 11 11 11 11 It 11
W W W I I I II
1
--It--tF--�I---1t tt----II---tt— -11-
W
C1 C1 O C1 Cl C1 Cl Q C1 C1 0 Q
FIRST FLOOR
FRAMING PLAN
A R C Hi T E C TS
Design
Group �n�.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FIRST FLOOR
FRAMING PLAN
ARCHITECT=
STATE OF FLORIDA
'SAY 2 1 2918
JAMES)GANTWELL
AR N0112079
DATE-/ 5,721/18
SCA E: 1/4"=1'-0"
SHEET
OF U
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O
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U
w
U
W
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m
Q
W
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W
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W
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W
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SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FIRST FLOOR
FRAMING PLAN
ARCHITECT=
STATE OF FLORIDA
'SAY 2 1 2918
JAMES)GANTWELL
AR N0112079
DATE-/ 5,721/18
SCA E: 1/4"=1'-0"
SHEET
OF U
HFADFR. gPAN CHART
SINGLE STORY APPLICATION
SIZE
CONNECTOR
S C I I E D `� �J� L� CONTROL DATE: 01 -0I -I5
I)
UP TO 5'-4'
SIMPSON
5'-4' TO 1'-0"
USP
-1'-0" TO I0"-0'
DBL 2 x 12
10'-0' AND OVER
DES.
UPLIFT 1 GRAVITY
DES.
DBL 2 x ro
UPLIFT 1 GRAVITY
FASTENER
5'-0' TO 6'-4'
MET4-16
1450
HTA 16-a
V-0' AND OVER
400
(1) IOd x 1 1/2' I -PLY, (6) 16d 2 -PLY, (USP: ('10) IOd X 1 1/2" - NO iOd OPTION)
(2) MET4-16
19B5
1900
(2) HTA 16 -IS
2800 I
(10) 106 x 1 1/2" ]-PLY, (USP: (10) IIDd x 1 1/2')
(14) 16d 2 -PLY (USP: NO ISd OPTION)
HET4-16
lalo
NTA 16
'015
(S) IOd x 1 1/2' ]-FLY, (8) 16d 2 -PLY USP: (10) od x 1 1/2", NO 16d OPTION
HETA-20
1810
HTA 20
_
:615
C9) fOd x 1 1/2' -PLY, (8) 16d 2 -PLY USP: (10) od x 1 1/2", NO I( d OPTION
�
(2J HETA-20
2035
� - -
2500
(2) LTA -20
311ID
(10) od x 1 1/2" 1 -PLY USP: (10) IOd x 1 1/2°
(12) 16d 2 -PLY (USP: NO 16d OPTION)
O
LGT-2
2150
LUGT-2
,915
_
(7) - 1/4" x 2 1/4" TITEN, 2 PLY (U5P: BLK (5)1/4* WB, WOOD (16) IOd
cn
DETAL-20
2450
NO USP CONVERSION FOR SIMPSON DETAL-20
(IS) - IOa x 1 1/2, 1 PLY
MGT
3965
MUGT
4000
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) od TO WOOD (USP: (28) od TO WOOD)
W
HGT-2
10980
HUGT-2
9365
(2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (U5P: WOOD (8) 106)
-KAT-3
10530
HUGT-3
9365
(2) 3/4' AT IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), NO) IIDd TO WOOD (U5P: WOOD (8) lod)
LGT3-5CS2.5 1
3285
LUGT-3
5330
(12) SDS 1/4"x2 1/2" TO GIRDER, (4) 3/8" x 5' TITEN HD TO WALL (USP= CONC.,/4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25)
LTA2 1
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10) 10d x 1-1/2" (USP: (IID) IOd x 1 1/2'
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(U 5/8" A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12" EMBED), (I6 )-SDS 1/4"X3" TO WOOD
(2) VGT
'1185
NO USP CONVERSION FOR SIMPSON l2) VGT)
(2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (32)-5D6 1/4'X3" / 2 PLY
MT5-12
1000
Y1TW 12
'595 1(14)
IOd x 1 1/2' (USP: (14) IIDd x 1 1/2',,'14) IIDd)
HTS -16
1150
HTW 16
'66ID
(16) 106 x 1 1/2" CUSP, (16) IIDd x 1 1/2', (16) IOd)
HT5-2ID
1450
HTW 20
2045
(24) IOd x 11/2" (USP: (24) IIDd x 1 1/2', (20) IIDd)
HTS -24
1450
HTW 24
2045
(24) IOd x 1 1/2' CUSP (24) IOd x 1 1/2", (20) IOd)
LSTA-12 ++
925
LST4 12
910
(10) 10d USP: (10) IOd
L5TA-I8 ++
1235
LSTA IS
1360
(!4) IOd USP (14) IOd
MSTA-IS ++
1315
M5T4-18
1315
(14) 10d USP (14) 10d
cn
M5TA-24 +
1640
1-15T4-24
1150
(a) 10d USP (;8) 106
a-
M5TA-30 ++
2050
'15TA-30
2140
(22) IOd USP (22) IOd
<
M6TA-36
2050
MSTA-36
2525
(26)IOd USP: (2&) od
�-
MST[ -36
3800
KS71 236
3090
(36) IOd x 1 1/2" USP: (36) IOd x A 1/2'
MSTI-48
5065
K751 246
4250
(48) IOd x 1 1/2" USP: (48) od x 1 1/2"
H6
950
LFTA 6
1695
(8) ad TO PLATES, (8) Sd TO STUD CUSP: (16) 8d x 1 1/2", (16) ad)
5P4
885
SPT 4
945
(6) IIDd x 1 1/2" TO STUDS USP: (6) 106 x 1 1/2' TO STUDS
A34
395
MP 34
410
(4) 8d x 1 1/2" TO BEAM, (4) ad x 1 1/2' TO POST. USP: (4) ad x 1 I/2" TO BEAM, (4) ad x 1 1/2' TO POST.
HCP2
645
HILCP 2
1010
(12) 10d x 1 1/2' USP: (10) IIDd x 11/2' TO TRU55, (10) IOd X 11/2' TO PLATE
44
H104
1340
RT 1&A
2180
Na) IIDd x 1 1/2" U5P: (9) IOd x 1 1/2' TO TRUSS, (8) IIDd X 1 1/2" TO PLATE
VGT t NDU4
4565
PND 4A
4535
(I6) -5D5 1/4'x3' TO WOOD, (IO) -5D5 1/4"x2 1/2" W/ THREADED ROD, (2)NUTS/WASHER/2 PLY
USP: 5/8" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT d HD15
4940
TDX 10
5110(16J
-SDS 1/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASILER/2PLY
JSP: 7/8" ATR MIN. T" EMBED SET IN HIGH STRENGTH EPDXY, l4) 1/8" THIRU-BOLTS
ABU 44
2200 6665
PAU 44
2535 6175
(1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (12) 16d TO WOOD USP: SAME AS S;MP5ON
ABU 66
2300 12000
PAU 66
1 2535 13815
(I) 5/5" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC-, (12)16d TO WOOD USP: SAME AS SIMPSON
cn
LT719 ...
1340
LTS 19
1205
(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (M!N. 1' EMBED.) IN GONG, (8)IO6 TO WOOD USP: SAME AS SIMPSON
L7T205 ++
1500
LTS 206
1105
(U 1/2' AT.R. IN NIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CON(:,., (10)10d TO WOOD
USP= 3/4" ATR MIN 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) IOd x 1 1/2", 2-I/2"
0
Z
HT74
4455
HTT45
1 4465
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1" EMBED) IN GONG, (IS) SD"10 X 1 1/2" (USP: (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20,'106, (20) IOd x 1-1/2', (20) 16d x 2 1/2'
Q
HTT5
5090
HTT45
5430
(U 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED; IN GONG, (26) 16d X 2 1/2" (USP: (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (28) od, (28) 106 x 1-1/2', (20) ad x 2 1/2"
HHDQII-SDS 2.5+
11,810
UPILD II
12090
(1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONG. (24) SDS 4' x A" WOOD SCREWS CUSP (24) WS3 WOOD SCREWS)
HD15
6645
TDX 10
5110
(1) 1/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD CUSP (4) 1/8" BOLTS)
(n
MBHA 3.56/11.25
3415 5330
NFM35X12U
i
3165 1530
5IMP5ON: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN C.M.U. TOP, (U 3/4"
AT.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15 EMBEDMENT) IN C.M.U. FACE, (a)l0d TO BEAM
USP: (U 1/2 J -BOLT W/ MINIMUM 6: EMBED < NOT LESS THAN 4" FROM EDGE OF CONG W/ 3/4' DIA ITW
RAMSET/REDHEAD CYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) IOd AT JC15T
�i
W
HU5C412 (WOOD)
2660 (FLR)
3635 —
3265 (ROOF)
HUS4121F
2530 (FLR)
3060
3225 (ROOF)
(10) 166 TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON
HUC410 (CMU)
1810 5085
I4D410 IF
3115
(I8) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (U5P (18) 1/4' x 3" W53 5CREW5, (10) IOd TO WOOD.
=
I - )
NUC2 0 2 .CMU
810 5055
- F
ND21ID 21
_1905
_
5
90 3115
0_ -
4" T (S (IS) V4' x 3 WS3 SC (10) I T
(IS) I/4" x . 3/ 11EN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD (USP; SCREWS, 0d O WOOD
W
HUC210-3 (CMU)
1810 4000
HD210-31F
1905 3115
(18) 1/4" x 2-3/4" TITEN C9 PER FLANGE) TO CMU, (10) IIDd TO WOOD: (USP: (IS) '/4" x 3' W53 SCREWS. (10) 106 TO WOOD
LGU'-126-2-5D5
1430 1 5595
I NO USP CONVERSION FOR 511`1PSON LGUM26-2-5CS
(4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 1/2' SDS SCREWS TO WOOD
171
HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY-71E". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
+ IOd COMMON NAILS CAN BE SUBSTI7U7ED WITH od x 1 1/2"N411_5 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
PRIOR TO IN5T411_47I0N.
f/1
++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBE4h'1 WILL BE 5", MINIMUM EMBEDMENT INTO TILE FOUNDATION WILL BE 1"
W
I--
O
A.T.R. = 4-301 ALL THREAD ROD (SIZE, PROTECTION TYPE: LENGTH, ETC. VARIES)
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -,4153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON SIMPSON "WOCD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING < FASTENING SYSTEMS FOR CONCRETE e MASONRY CATALOG
C -5A5-2012.
HFADFR. gPAN CHART
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0"
DBL 2 x 10
-1'-0" TO I0"-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x ro
UP TO 5'-0"
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4" TO V-0'
DBL 2 x 12
V-0' AND OVER
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0" TO
V-0"
U.N.O.
4'-11 1/2'
-l' -AND
il 1/2
UP
NUMBER OF HEADER STUDS
0
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
I
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, URO.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META -16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROONFLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD, U.N,O.ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE
OSECURE 2ND FLR STUDS TO FLOOR TRUSS
(A)BELOW W/ MSTA-30 @ 32" O.C.
EXTERIOR MASONRY
WALL 5RG. HEIGHTS
9'-4" 5RG,
LOAD 5RG. WALL
TRUSS TO 4X4 POST W/ (1) MTS -12
POST TO BE CONTINUOUS DOWN
TO TOP OF BLOCK W/ HTT-4
CJ1
CJ3
CJ5
LINE OF 15T FLOOR 5ELOW 1
TRUSS TO 4X4 POST W/ (1) MTS -12 1
POST TO BLOCK W/ HTT-4 TRUSS TO 4X4 POST W/ (1) MT5-12
(SOLID BLOCKING MUST BE POST TO BE CONTINUOUS DOWN
PROVIDED BETWEEN SUB TO TOP OF BLOCK W/ HTT-4
FLOOR AND TOP OF BLOCK)
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A R C H I T E C TS
/Design
Group Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOODI FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
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KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
SECOND FLOOR
FRAMING PLAN
ARCHITECT:
STATE OF FLORIDA
MAY 2 12618
JAMES'0ANITWELL
AR 1 079
DAT 5 /21 /18
SCALE: 1/4"=1'-0"
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KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
SECOND FLOOR
FRAMING PLAN
ARCHITECT:
STATE OF FLORIDA
MAY 2 12618
JAMES'0ANITWELL
AR 1 079
DAT 5 /21 /18
SCALE: 1/4"=1'-0"
SHEET
o
OF 0
2x STUDS PER GENERAL NOTES SHEET
(CSN), SECTION TIMBER, NOTE 21.
PRE-ENGINEERED FLOOR TRUSS
SECURE PER FRAMING NOTES
2x6 LEDGER SECURED TO TRUSS UJ/
3/8"x4" LAG SCREWS 6 I6" O.G. MAX
RECESSED LINTEL
r.ONT. STRUCTURAL SHEATHINCx
O BTM, OF FLR. TRUSS/BEAM
1UST NOT BREAK V-4" MIN, FROM
ND. FLR. LINE
FRAMING DETAIL
LE. 3/4" =1' -O
E -EXTERIOR CLG. BD,
ARE -ENGINEERED TRUSS 4
STRAPPING PER FRAMING NOTES
=RECAST LINTEL
10'-S 4" 2ND.
FIN. FLR.
9'-4" BRCS. HT.
P.T. 1x2 UJ/ MTL. DRIP EDGE
2x8 SUB -BAND
)'-O" FIN. FLR.
rA R C H I T E CTS
Design
Group �n�.
LUMxwvvv, rL JZ IOU
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDI OT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
ENTRY
SECTION
ARCHITECT
STATE OF FLORIDA
J
MAY �18
R !O 12079
DAi. E: 5/21/18
SCALE: 3/4"=l' -O"
SHEET
Y�
/ OF 8
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0
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SUBDI OT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
ENTRY
SECTION
ARCHITECT
STATE OF FLORIDA
J
MAY �18
R !O 12079
DAi. E: 5/21/18
SCALE: 3/4"=l' -O"
SHEET
Y�
/ OF 8
ELEGTfR(C,4L LEGEND
5YM50L
DEFINITION
NOTE5
VOLTAGE: 1020/13200-240/480V NEMA 3R
LOAD INFORMATION
IIOV OUTLET
EGWPPED W/ GR"P FAULT
MTERUPTER (TAMPER RESISTANT
8,331
(2)
20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
TYPE)
(1)
IIOV FLOOR
EQUIPPED W/ GROUND FAULT
®
OUTLET
MTERUPTER (TAMPER RESISTANT
(1)
WATER HEATER
TYPE)
(1)
DISHWASHER
IIOV SWITCHED
EQUIPPED W/ GROUND FAULT
CLOTHES DRYER
5000
OUTLET
NTERUPTER (TAMPER RESISTANT
246
GRADE LINE
TYPE)
PROVIDE THHN/THWN COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
IIOV GFI
ECUIPPED W/ GROW FAULT
MTERUPTER (TAMPER RESISTANT
FIRST 10 KVA OF GENERAL LOAD AT 100%
OUTLET
REMAINDER OF GENERAL LOAD ® 40%= 25,477 VA x (4)
10,191
CODES, AND THE LOCAL POWER CO.
TYPE)
20,191
220V OUTLET
4 URE CONNECTION
5200
EXTERIOR
TON AIR CONDITIONING UNIT
6900
WATERPROOF OUTLET
KW AIR HANDLER HEAT PUMP#2 AT 65%
3250
SWITCH
TON AIR CONDITIONING UNIT
3
SWITCH
3 -WAY OPERATION
$d
SWITCH
4 -WAY OPERATION
18,800
DIMMER SWITCH
TOTAL LOAD
(.�
WALL MOUNTED
CALCULATED LOAD FOR SERVICE
LIGHT
38,991 VA / 240 V= 162.46
200 AMP SERVICE
WALL SCONCE
PRE -WIRE
CEILING
MOUNTED LIGHT
RECESSED CAN
O.
VAPOR PROOF
RECESSED CAN
VENT FAN
VENT FAN W/
j
LIGHT
24' LIGHT STRIP
48' LIGHT STRIP
O
FUORESCENT
WRAP AROUND
24'
FLUORESCENT
48'
FLUORESCENT
D
PANEL
-
STRUCTURED
WIRE PANEL
METER
SMOKE
BATT. BACK-UP V HARDWIRE
DETECTOR
INTERCONNECTED
®
CAR50N MONOXIDE
BATT. BACK-UP W/ HARDWIRE
DETECTOR
INTERCONNECTED
SMOKE / CAR50N
8
MONOXIDE
BATT. BACK-UP W/ HARDWIRE
DETECTOR COMBO
INTERCONNECTED
PENDANT LIGHT
TELEPHONE
JACK
4
GAS OUTLET
O
CEILING FAN /
CEILWI BOX REQUIRED TO BE
SUPPORTED M ACCORDANCE W/
LIGHT
BOX MARKED AS SUCH FOR
INSPECTION
CEILING BOX REQUIRED TO BE
O
J -BOX
SUPPORTED IN ACCORDANCE W/
BOX MARKED AS SUCH FOR
INSPECTION
O
SPEAKER
PRE -WIRE
FLOOD LIGHT
SECURITY
SYSTEM KEYPAD
DIGITAL KEYPAD
WATER HEATER
u
DISCONNECT
AIR COND.
DISCONNECT
TV
TELEVISION JACK
EMERGENCY
LIGHTING
D
DOOR CHIMES
NOTE:
-PHONE OUTLETS 4 TELEVISION JACKS TO BE
DETERMINED BY BUILDER / HOMEOWNER
-ALL RECEPTACLES IN HABITABLE ROOMS
ARE TO BE ARC FAULT AND TAMPER
RESISTANT TYPE
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN: ESTERO BAY MODEL
VOLTAGE: 1020/13200-240/480V NEMA 3R
LOAD INFORMATION
VA
2777 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT.
8,331
(2)
20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3000
(1)
LAUNDRY CIRCUIT AT
1500
(1)
RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1)
WATER HEATER
4500
(1)
DISHWASHER
900
(1)
CLOTHES DRYER
5000
(1)
DISPOSAL (1/3 HP)
246
GRADE LINE
200 4� � E L C T ( C A L 16
PROVIDE THHN/THWN COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
SUBTOTAL OF GENERAL LOAD
35,477
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD ® 40%= 25,477 VA x (4)
10,191
CODES, AND THE LOCAL POWER CO.
TOTAL NET GENERAL LOAD
20,191
8
KW AIR HANDLER HEAT PUMP#1 AT 65%
5200
3
TON AIR CONDITIONING UNIT
6900
5
KW AIR HANDLER HEAT PUMP#2 AT 65%
3250
1.5
TON AIR CONDITIONING UNIT
3450
NET GENERAL LOAD
20,191
NET TOTAL HEAT
18,800
TOTAL LOAD
38,991
CALCULATED LOAD FOR SERVICE
38,991 VA / 240 V= 162.46
200 AMP SERVICE
(3) " 1 THHN/THWN COPPER CONDUCTORS,
(1) " ro THHN/THWN COPPER GROUND IN 2'' CONDUIT.
CABLE / TV
WEATHER
PROOF BOX
q
DEDICATED 20
AMP OUTLET FOR
M.LUAVE
j EXTENDED LANAI
1.6
GFI /
I 3 3 3 i
DINETTE 1 \
' FAMILY RM.
FAN/CEILING / GFI
lw
PRE-UJIRES/ // 'I C
GM o Lei /
/ Z 1 GFI I U11-I014,
�r RECESS I
1°! I CANS ILO.
_ TT FLUORESCENT
0 %� (6-T` FD)
°I KITCHEN �! LGFI
LLi
COPT. GFI GFI
fi
LREF. J GRIM s 1 -CAR
TANDEM GARAGE
\ (3 UL
\
PWDR. WG. v
_ _ W.P.
GFI
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DINING v ��
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STUDY _ I
\ \ \ FOYER i 2 -CAR GARAGE
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7, I
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P/ 44" A.F.P. CLG. O
I �
8OUTLET � w 4
LU LU
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ENTRY w.P. / -
GF
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COACH COAGH
L IGHT — _ ` _ — L IGHT
FIRST FLOOR
ELECTRICAL PLAN
A R C H IT E C TS
Design
Grou�r��.
1'4141 R. KVIVNLU ricmumiv 6LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FIRST FLOOR
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
MAY ^ V918
LL
DATTT�E5 /21 /18
SC , E: 1/4"=1'-0"
SHEET
OF U
TRANSFORMER BANK: 50kVA
VOLTAGE: 1020/13200-240/480V NEMA 3R
200 AMP
SERVICE: SINGLE PHASE
120/z 40
TYPE: UNDERGROUND
COMBO VOLT 42
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
DISCONNECT CIRCUITS
AT SECONDARY 51DEt (120/240 VOLTS) M
AND METER MLO
MAXIMUM FAULT CURRENT: 19390 amps
CAN
POWER COMPANY 200
TRANSFORMER AMP.
PHONE / DATA
WEATHER
PROOF BOX
SERVICE BY OTHERS
INTERSYSTEMBONDING TERMINAL
AT LOW VOLTAGE CONNECTIONS
GRADE LINE
200 4� � E L C T ( C A L 16
PROVIDE THHN/THWN COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
NOTE:
GOLD WATER PIPE.
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
NOTE: IF PVC IS USED THERE IS NO
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
BOND/GROUND TO COLD WATER PIPE.
CODES, AND THE LOCAL POWER CO.
CABLE / TV
WEATHER
PROOF BOX
q
DEDICATED 20
AMP OUTLET FOR
M.LUAVE
j EXTENDED LANAI
1.6
GFI /
I 3 3 3 i
DINETTE 1 \
' FAMILY RM.
FAN/CEILING / GFI
lw
PRE-UJIRES/ // 'I C
GM o Lei /
/ Z 1 GFI I U11-I014,
�r RECESS I
1°! I CANS ILO.
_ TT FLUORESCENT
0 %� (6-T` FD)
°I KITCHEN �! LGFI
LLi
COPT. GFI GFI
fi
LREF. J GRIM s 1 -CAR
TANDEM GARAGE
\ (3 UL
\
PWDR. WG. v
_ _ W.P.
GFI
�)I i
DINING v ��
�CL
' I PANEL /
I �
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STUDY _ I
\ \ \ FOYER i 2 -CAR GARAGE
I
7, I
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P/ 44" A.F.P. CLG. O
I �
8OUTLET � w 4
LU LU
LL
ENTRY w.P. / -
GF
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COACH COAGH
L IGHT — _ ` _ — L IGHT
FIRST FLOOR
ELECTRICAL PLAN
A R C H IT E C TS
Design
Grou�r��.
1'4141 R. KVIVNLU ricmumiv 6LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
FIRST FLOOR
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
MAY ^ V918
LL
DATTT�E5 /21 /18
SC , E: 1/4"=1'-0"
SHEET
OF U
LECTIRIC,4L LEGEND
SYMBOL
DEFINITION
NOTES
IIOV OUTLET
EQUIPPED V GROUND FAULT
MTERPMR (TAMPER RESISTANT
TYPE)
IIOV FLOOR
EQUIPPED W/ GROUND FAULT
®
OUTLET
MTEWPTER (TAMPER RESISTANT
TYPE)
IIOV SWITCHED
EQUIPPED IU/ GROUND FAULT
OUTLET
INTERIPTER (TAMPER RESISTANT
TYPE)
IIOV GFI
EQUIPPED W/ GROUND FAULT
INTERIPTER (TAMPER RESISTANT
OUTLET
TYPE)
220V OUTLET
4 WIRE CONNECTION
EXTERIOR
w
WATERPROOF OUTLET
SWITCH
Wg
SWITCH
3 -WAY OPERATION
d
SWITCH
4 -WAY OPERATION
DIMMER SWITCH
WALL MOUNTED
LIGHT
Q
WALL SCONCE
PRE -WIRE
CEILING:
MOUNTED LIGHT
O
RECESSED CAN
O.
VAPOR PROOF
RECESSED CAN
vl
VENT FAN
VENT FAN W/
LIGHT
24' LIGHT STRIP
F
48' LIGHT STRIP
O
FUORESCENT
MUP AROUND
24'
FLUORESCENT
48'
FLUORESCENT
®
PANEL
-
STRUCTURED
WIRE PANEL
METER
SMOKE
BATT. BACK-UP W/ HARDWIRE
DETECTOR
INTERC"ECTED
®
CARBON MONOXIDE
BATT, BACK-UP V HARDWIRE
DETECTOR
INTERCONNECTED
SMOKE / CARBON
e
MONOXIDE
BATT. BACK-UP W/ HARDWIRE
DETECTOR COMBO
MTERCCMLECTED
PENDANT LIGHT
l
TELEPHONE
JACK
4
GAS OUTLET
O
CEILING FAN /
CEILING BOX REQUIRED TO BE
SUPPORTED IN ACCORDANCE V
U
LIGHT
BOX MARKED AS SUCH FOR
INSPECTION
CEILING BOX REQUIRED TO BE
O
J -BOX
SUFFORTED M ACCORDANCE W/
BOX MARKED AS SUCH FOR
INSPECTION
O
SPEAKER
PRE -WIRE
FLOOD LIGHT
SECURITY
SYSTEM KEYPAD
W
DIGITAL KEYPAD
WATER HEATER
DISCONNECT
AIR CONE).
DISCONNECT
TV
TELEVISION JACK
EMERGENCY
4
LIGHTING
D
DOOR CHIMES
NOTE:
-PHONE OUTLETS 4 TELEV15ION JACKS TO BE
DETERMINED BY BUILDER / HOMEOUNER
-ALL RECEPTACLES IN HABITABLE ROOMS
ARE TO BE ARC FAULT AND TAMPER
RESISTANT TYPE
LINE OF IST. FLR. BELOW
i
i
I I
I
I
I I
I I
i
LINE OF IST. FLR. BELOW
- - - - - - --
SECOND
SECOND FLOOR
ELECTRICAL PLAN
rA R C H I T E C TS
LUNGWUUU, I-L3ZIOU
PH: 407-774.6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
I D FLOO
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
DAT• 5 /21 /18
tl
SCAt E: 1/4"=1'-0"
SHEET
18A OF
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SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
I D FLOO
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
DAT• 5 /21 /18
tl
SCAt E: 1/4"=1'-0"
SHEET
18A OF
SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 102 FOR GABLE NOTE: -- NOTE:
OVER #30 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED
RE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB,
INSTALLED PER SECTION R905 OF THE FBCR, GABLE ROOF TRUSS DO NOT EXCEED 4" DO NOT EXCEED 4"
6TH EDITION (2011)
8" CMU BLOCK III 8" CMU BLOCK i
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRU5SE5
AT FIRST (2) SAYS �„ 2 DRYWALL 2 DRYWALL WINDOW/DOOR JAMB
METHOD PER "NAILING SCHEDULE" (4'-0" O.C. SHEATHING SEAMS) P.T. Ix4 or 4x4 MIN. 1x4 or 1x2 P.T. NAILER P.T. 1x4 or 4'x4' MIN.
(SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or lx2 P.T. NAILER BLOCKING FASTENER
METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT)
DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4
2x6 5UB-BAN TIFFBACK AT ALL UPRIGHTS DOOR CASING SCHEDULE
SECURE 2nd 2x TO STRUCTURAL --POOR JAMB / WINDOW
VENTED ALUMINUM SOFFIT OVER 4'-10' NIGH DOOR JAMB /WINDOW MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING 5� "
8" TEXTURED CEMENTITIOU5 COATING MIN. (ATTACHED TO BLOCKING P.T. 1x4 or 4x4 MIN:
(PER A5TM C926) OVER PAPERBACK (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and 0 18' O.C. MAX
PER MFR`S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y' x 9' (1)16" TAPCON (MIN. EMBEDMENT 1 4')
2 -LAYER WATER RE515TANT BARRIER, OVER PER FLAN ANCHOR BOLT w/ 2" WASHER, SET IN 5 8' FROM EACH END and 18" O.C. MAX
WALL SHEATHING (TYPE AND ATTACHMENT 5IMP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4 Or +Y4 WINDOW TO BLOCK (+3 )
METHOD PER "NAILING SCHEDULE')l6" MIN. EMBEDMENT 32° O.C. MAX) or
DOOR JAMB TO BLOCK(+Y4or +5 (1) DRIVE PIN8" FROM EACH END and
/4DOOR JAMB TO BLOCK (+3)SECURE GABLE TO 2x8 P.T. PLATE 4AIS O.C. MAX
w/ 12d NAILS � 8" O.C. MAX
SCALE; I'=1'-0' 4E SCALE: 1'=I' -O' MIN. SHANK SIZE .145
b MIN. HEAD 51ZE .300
7B ONT. 2x4 RAT -RUN ATTACHED TO EACH I"
WA2 MIN, EMBEDMENT 14
TRU55 w/ (2)12d NAILS
PLASTIC OR METAL WEEP SCREEI. INSTALLED a MID -POINT OF TRU55 SPAN NOTE:NOTE:
z" TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
COATING MIN. (PER A5TM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB, SECURE TO BLOCK w/ (1)16TAPCON
C92(o) OVER CM" (R -VALUE PER ENERGY CALC5) [ 11DO NOT EXCEED 4" p0 NOT EXCEED 4" (MIN. EMBEDMENT 14") 8" FROM EACH
— 8" GYPSUM BOARD OR z 8" CMU BLOCK' HIGH STRENGTH 8" CMU BLOCK END and e 18' O.C. MAX
CEILING BOARD P.T.2x z" DRYWALL 2" DRYWALL or
ll) DRIVE PIN, 8" FROM EACH ENE) and
BLOCK WALL SECTION —GABLE ROOF ONFILLED U -BLOCK w/ (1) 05 (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4"x4' MIN. Ix4 or 1x2 P.T. NAILER 6 18° O.C. MAX
1 SINGLE STORY SCALE: 3/4'=I'-0'
CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING �" 055 (4' WIDE MIN.) MIN. SHANK 51ZE .145
DOOR CASING I6
FASTENER SCHEDULE FOR ATTACHMENT/
DOOR JAMB / WINDOW SECURE 2nd Zx TO STRUCTURAL DOOR CASING MIN. HEAD SIZE .300
SHINGLES OR TILE (PER BLDR)
(ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 1 a
PER MFR'S SPECIFICATIONS EACH END and e IS" O.C. MAX (ATTACHED TO BLOCKING
OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6:
INSTALLED PER SECTION X90 �pITION THE �B� R, WINDOW TO BLOCK(+I �SOTE• U A 2x MUST N D e SECURE TO BLOCK w/ (2) ��" TAPGONS
) RUCT R L BE 0 UTSIDE SECURED (MIN. EMBEDMENT 1 4') 8" FROM EACH
DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 055) END and 6 18' O.G. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT ,I w/ 4" TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK or
4B
METHOD PER "NAILING SCHEDULE" SCALE: I - -0 (2) DRIVE PINS, 8' FROM EACH END and
RE -ENGINEERED ROOF TRU55 6 18' O.C. MAX
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145
(PER PLAN) (R -VALUE PER ENERGY CALCS) DOOR JAMB TO BLOCK(+3yl 6'MIN. EMBEDMENT MIN. HEAL) SIZE mm
NOTE: 4
SHIM AS NEEDED
TO PLUMB JAMB. 4F SCALE: V=V -0'
METAL DRIP EDG ' GYPSUM 50ARD OR I' HIGH DO NOT EXCEED 4"
2x6 SUB -BAN $ 2F1 P.T. 2x8:
STRENGTH CEILING BOARD 8" CMU BLOCK SECURE TO BLOCK w/ (2)16" TAPCON5
VENTED a —GONG. FILLED U -BLOCK w/° DRYWALL NOTE; (MIN. EMBEDMENT 1 4") 8" FROM EACH
ALUMINUM SOFFIT (1) #5 CONTINUOUS REBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED ENp and a IS" O.C. MAX
ER PIAN RECAST LINTEL (SEE WINDOW/DOOR JAMB BLOCKING �" TO PLUMB JAMB. or
FASTENER SCHEDULE FOR ATTACHMENT 16 055 (4 WIDE MIN.) (2) DRIVE PINS, 8° FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT POOR CASING DO NOT EXCEED 4"
ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW 6 18 O.C. MAX
SPECIFICATION (ATTACHED TO BLOCKINGMIN. SHANK 51ZE .145
PER MFR'S SPECIFICATIONS 8 CMU BLOCK I"
� DRYWALL MIN. HEAD SIZE .300
NOTE:
P.T. Ix4 or 4" "
x4' MIN. Ix4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4
STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.
ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT
THROUGH NON-STRUCTURAL MEMBER (Ix or " 055) DOOR CASING P.T. l2) 2x4:
PRECAST OR POURED IN (R -VALUE PER ENERGY CALC5) 16 SECURE 2nd 2x TO STRUCTURAL
W/ 16" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM 1�_"OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 1" TAPCON
PLACE SILL (PER SLDR 1r EACH END and @ IS O.C. MAX9 (ATTACHED TO BLOCKING (MIN. EMBEDMENT I ¢) 8 FROM EACH
2 GYPSUM WALL BOARD " 1.. " 4
2' TEXTURED CEMENTITIOU5
A6TM ) #5 REBAR VERTICALLY IN WINDOW TO BLOCK +1 15/6"
PER MFR'S SPECIFICATIONS) END and 18" O.C. MAX
COATING MIN. (PER ASTM GONG. POURED CELL ( ) or
C92(o) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1/6") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8" FROM EACH END and
6 18° O.C. MAX
8 CM 4" P.T. FURRING STRIPS 16' O.C. 4C SCALE: I'=1' -m' THROUGH NON-5TRUCTURAL MEMBER (lx or 16" 055) MIN. SHANK SIZE .145
w/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300
OOD BASE MIN. EMBEDMENT 1 4"
NOTE:7 "
WINDOW TO BLOCK (+3 /6 )
SHIM AS NEEDED
14 TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3yt6P.T. (2) 2x6:) 1
ONCRETE SLAB DO NOT EXCEED 4" 4G SCALE: I'=1' -m' SECURE TO BLOCK w/ (2) 4 TAPCON5
(SEE FOUNDATION PLAN FOR 51ZE (MIN. EMBEDMENT 1 4") 8" FROM EACH
F1AND REINFORCEMENT) S" CMU BLOCK ENE) and 1@ 18' O.C. MAX
• • a or
XTERIOR WALL FOOTING 2" DRYWALL UPLIFT UP TO 1,115 Ib
(SEE FOUNDATION PLAN FOR 51ZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8, FROM EACH END and
BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOORJAMB BLOCKING r 51MP50N HT620 w/ (10) 10d NAILS TO TRU55 4 e 18' O.C. MAX
2 FASTENER SCHEDULE FOR ATTACHMENT F.T. lx (4 WIDE MIN.) (4) l'X2 TAPCON5 INTO BOND BEAM RE -ENGINEERED
SINGLE STORY SCALE: 3/4 -I -0 4 4MIN. SHANK 51ZE .145
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRU55 MIN. NEAP 51ZE .300
(ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT 1 1"
BATT INSULATION ADHERED TO CEILING s GYPSUM BOARD OR zI PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib NIGH (2) SIMP50N HT520 EACH SIDE OF TRUSS w/ BEAM 4
50ARD (R -VALUE PER ENERGY GALCS STRENGTH CEILING BOARD NATE: (10) 10d NAILS TO TRUSS $ (4) 4"X2 4" TAPCONS
STRUCTURAL 2x MUST BE ON OUTSIDE SECURED P.T. (2) 2x8:
INTO BOND BEAM SECURE TO BLOCK w/ (2) 4" TAPCONS
THROUGH NON-5TRUCTURAL MEMBER (Ix or 16' 055) (or EQUIVALENT INSTALLED PER MFR'S 5PEC5
D EACH
— - - FROM M
ED d�IV.. w/ 16" TAPCON MINI 4" EMBEDMENT INTO BLOCK
4
—� N an O.C. MAX
TAPCONS MIN. or
OPOOD CASING AT SIDE ENING 22' x 30' MIN. 1
WINDOW TO BLOCK (+2 /) 2' COVER (2) DRIVE PINS, 8' FROM EACH END and
2° APART 6 IS" O.C. MAX
3 ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") _ MIN. SHANK 51ZE .145
SCALE: N.T.S. WOOD CA51NG & GYP. 4D 5 TRUSS ANCHOR RETRO FIT MIN. HEAD 51ZE .300
BOARD (TYP) SCALE. 1'4-01 SCALE: N.t.S.
MIN. EMBEDMENT 1 4"
A R C H I T E C T S
Design
Group ���.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
( LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT
=mow)
STATE C. 1=LORIDA
MAY 2 T 20
JAMES_ C}'A�TWELL
AR fVp 2079
DATE: /y%2 1 /18
SCA :1/4"—l'-0"
SHEET
Di
NAILING SCHEDULE
HEAD
LENGTH
DIAMETER
TEN5ILE STRENGTH
SHANK
ad
ROUND, MODIFIED OR T
2 %s"
-
110,000
RING
ROOF DIAPHRAGM -ASPHALT SHINGLE
(16-20 RINGS
2x LBW (STUD SIZE, SPACING
PRE-ENGINEERED
PRE-ENGINEERED
PER INCH)
%6' 0.5.8. or %' CDX PLYWOOD - Sd RING SHANK GUN NAILS 4" O.C. e SUPPORTED PANEL
4 LOCATION PER PLAN)
ROOF TRUSS
ROOF TRUSS
EDGES AND Sd RING SHANK GUN NAILS 6 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL,
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 6 4' O.C. EDGEWISE.
ECURE 2x TO CMU w/ (3)Y2' x 9"
Kz
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE ENE).
BOLT w/ 2" WASHER SET
IN
IN SIMPSON OR USP HIGH
-DOUBLE TOP PLATE TO STUD
DOUBLE TOP PLATE TO STUD
ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL
STRENGTH EPDXY ((oMIN.
w/ 51MP50N 5P4 (USP 5PT4)
w/ SIMPSON 6P4 (USP 5PT4)
Z
EMBEDMENT)
6 32' O.C. MAX
6 32' O.C. MAX
CDX EXTERIOR PLYWOOD or N32" APA -RATED 0.6.5. (,45 PER MANUFACTURER'S
0
2x STUDS 6 1(o" O.C. MAX
2x 5TUD5 6 16" O.C. MAX
INSTALLATION SPECIFICATIONS) - (5d RING SHANK GUN NAILS ia 4" O.C. a SUPPORTED PANEL
NOTE: (1) ANCHOR BOLT
UNLESS NOTED OTHERWISE
UNLESS NOTED OTHERWISE
EDGES AND ad RING SHANK GUN NAILS Q 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL.
LOCATED 6' FROM TOP AND
ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4" O.C. EDGEWISE. TOP CHORD BLOCKING 4"
ua
Q
BOTTOM 4 (1) NEAR MID -CENTER
2x CONTINUOUS STRESS
BLOCKING a MID -WALL
2x CONTINUOUS STRESS
BLOCKING 1@ MID -WALL
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE ENE). O.C. MAX IN FIRST (2) FRAMING
EXTERIOR WALL SHEATHING 5PACE5 rat EACH EN'SLu
PRE-ENGINEERED TRUSS
31
H
0.5.8. or Y' PLYWOOD or %6" ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS 4" O.C. or RAFTERi
z GYPSUM WALL BOARD
i..
GYPSUM WALL BOARD
PANEL EDGES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND ad RING ROOF SHEATNIN
1) #5 REBAR VERTICALLY IN
SHANK GUN NAILS 6 6' O.C. AT INTERMEDIATE 5UPPORT5. SEE DETAIL.
CONC. POURED CELL
ECURE BOTTOM PLATE TO SLAB w/
(LOCATION PER PLAN)
Y" x 9" ANCHOR BOLT w/ 2' WASHER
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM n
SET IN 51MP60N HIGH STRENGTH
ANY MANUFACTURER.
EPDXY (OR EQUIVALENT) 6"
a
ECURE BOTTOM PLATE TO
EMBEDMENT MIN. a 32' O.C. MAX
NAIL REQUIREMENTS m
ONCRETE 5LA5
SLAB w/ (1) 10d CUT NAIL Q
STUD TO BOTTOM PLATE w/
- - I
(SEE FOUNDATION PLAN FOR SIZE
32' O.C.MAX
51M SON 6P4 (USP 5PT4) e 32"
SIZE
HEAD
LENGTH
DIAMETER
TEN5ILE STRENGTH
SHANK
ad
ROUND, MODIFIED OR T
2 %s"
.131
110,000
RING
(16-20 RINGS
PER INCH)
AND REINFORCEMENT)O.C. MAX
d
BUILDING LENGTH ° a � � a ONCRETE 5LA8 � � a ONCRETE SLAB
ANTERIOR BEARING -WALL FOOTING 0 (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 61ZE
ROOF SHEATHING LAYOUT AND ENDWALL a (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT)
BRACING FOR GABLE ENE) FRAMING AN[) REINFORCEMENT)
° ---EXTERIOR WALL FOOTING
TDP NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
Sd RING P 4 $ B SUN NAILS a 4° o.c. (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE
BOTTOM EDGES AND REINFORCEMENT) AN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT)
. . _ . . . . . . . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT n SINGLE STORY L.B.W. w/ UPLIFT
SCALE: 3/4' =1'-0' 4A SCALE: 3/4'=1'-0' 4 B SCALE. 3/4'--1'-0'
Sd RING SHANK GUN
Q NAILS 6' O.C. IN FIELD
PRE-ENGINEERED PRE-ENGINEERED
ROOF TRUSS ROOF TRUSS
4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE
`LLt SECURE TOP PLATES wl 16d COMMON NAILS s 4' O.C.
Z 2-ROW5, STAGGERED
Z � u TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
TOP PLATE—#OUBLE TOP PLATE TO STUD
t I T T 7 T I
kn a = 10.5.8. TO BE STRUCTURAL GRADE) NZ ql w/ SIMPSON 5P4 (USP 5PT4)
N o z o 2x WOOD or METAL STUDS Q 32 O.C. MAX
24 O.C. MAX
2x CONTINUOUS STRE55
Sd RING SHANK GUN NAILS Q 12' (NOT LOAD BEARING) BLOCKING 6 MID -WALL
Z Q a O.C. IN FIELD 2x 5TUD5 a 16" O.C. MAX
�' z or UNLE55 NOTED OTHERW15E
a a Sd x 3" SCREW SHANK BALLISTIC NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS
o ELECTRO GALVANIZED 5TRIP "
dao NAILS 12" O.C. IN FIELD DO NOT SPLICE TOP PLATES WITHIN 6 -0 i4" TSG SUBFLOOR (ATTACHMENT SECURED w/ 51MP50N OR USP M5TA36
z = OF ENDS OF WOOD STRUCTURAL PANEL " /' TAG 5UBFLOOR (ATTACHMENT
wz 773q SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER "NAILING SCHEDULE')
Lu >�
T5 Z77
UNTHREADED SHANK TO EXTEND
BEYOND T14ICKNE65 OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55
5UB-FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. RE -ENGINEERED FLOOR TRU55
—DOUBLE TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TAG 5UB-FLOOR DECKING GLUED
FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS Q 16' O.C. MAX
(0.55. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=1'-0' OUBLE TOP PLATE UNLE55 NOTED OTHERWISE
"GYPSUM WALL BOARD" GYPSUM WALL BOARD
2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55
RE -ENGINEERED GABLE TRUSS BLOCKING MID -WALL BLOCKING a MID -WALL
NOTE: S
DIAGONAL BRACE 6 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/
Y' x 9' ANCHOR BOLT w/ 2' WASHER
ER
TRUSSES AT FIRST (2) BAYS HIGHEST RIDGE. R B 2x STUDS � 16" O.C. MAX SET IN SIMP50N HIGH STRENGTH
DIAGONAL BRACE TO BE is ANY SPAN 15'-0' OR (4'-0" O.C. ia SHEATHING SEAMS)
GREATER (REFER TO TRUSS ENGINEERING FOR UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6'
2) 2x4 SYP #2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. @ 32" O.C. MAX
ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS 6 EACH TRU55 (DIAGONAL SLAB w/ (1) 10d CUT NAIL STUD TO BOTTOM PLATE w/
0'-0" - 30'-0" USE (U X -BRACE X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX 51MPSON 5P4 (U5P 5P74) 6 32'
f 30'-1' - 60'-0' USE (3) X -BRACE
►► (1) X -BRACE a CENTER 4 (2) BRACES x xo o a O.C. MAX
a
[DIVIDED EQUALLY FROM CENTER TO END ° ONCRETE SLAB ° ONCRETE SLAB
(SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE
j_ AND REINFORCEMENT) AND REINFORCEMENT)
5TIFFBACK AT ALL UPRIGHTS
OVER 4'-10' HIGH is NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
(AS PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE
PLASTIC OR METAL AND REINFORCEMENT) AND REINFORCEMENT)
WEEP SCREE
f.
SHOWN w/ CMU (FRAME CONDITION
Two STORY L. B. W. w/ NO UPLIFT Two STORY LAW. w. w/ UPLIFT
`
SAME X -BRACING REQUIREMENTS) 7B 5A SCALE: 3/4'=1'-0' 5B SCALE: 3/4'=1'-0'
WA2 ONT, 2x4 RAT -RUN ATTACHED TO EACH
TRU55 w/ (2) 12d NAILS
GABLE X -BRACING INSTALLED 6 MID -POINT OF TRU65 SPAN
1 SCALE: 3/4'=1'-0' or 10'-0" O.C. MAX
A R C H IT E C TS
STT LONGWOOD,FL32750�•v
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT.#:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JAMAERS
DATE:/5/X1/18
SCAL /-1 /4"=1'-0"
2x RIDGE ONE 51ZE LARGER THAN
( --PRE-ENGINEERED TRUSS
RAFTER 51ZE w/ MIN. (3) 12d NAILS
or MIN. (4) lOd GUN NAIL ,l
1x6 COLLAR TIE 6 EVERY OTHER
pa�wjWpOp RAFTER w/ MIN. (3) 12d NAILS or GYPSUM BOARD OR
m pjpBoplaj MIN. (4) lOd GUN NAIL o Lu�' HIGH STRENGTH CEILING
SIMPSON VTCB or U5P VTT �; wpw�wawua 2x RAFTER s
SPACING (1) EACH END BOARDINGLE 2x TOP PLATE
AND 6'-0" O.G. MAX lx8 NAILER SECURED TO TRUSSES
1! BELOW w/ (2) 12d NAILS or (3) 10d
AYpY�I�AI GUN NAILS /a EACH TRUS Z" GYPSUM WALL BOARD
pYidal�w�
AMi�l�lil
2x WOODS STUDS 6 24" O.C.
RAFTER TO TRU55 w/ 5IMP60N (SIZE PER PLAN)
o MT512 or U5P MTW12ALTERNATE CONNECTION
(CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES
PENETRATION w/ 51MP50N or USP MSTA24
o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/
CONVENTIONALLY FRAMED ROOF (3) 12d NAILS 6 EACH END.
4 SCALE: 3/4'=1'-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO
OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ IMASONRY
NAILS is 322'' O.C. MAX
1 TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/
SCALE: 3/4'=1'-0'
(2) 12d 'a EACH UPRIGHT ONCRETE SLAB
2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR
(2) 12d SPACED 6" - 8' O.C. MAX
SIZE AND REINFORCEMENT)
WATER RESISTANT BACKERBOARD
(DENSHIELD) 2x4 RAFTER 24' O.C.
—1/2' DENSHIELD (SEAT DECK MUST
P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or U5P A3 INTERIOR NON-BEARING WALL
or S' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF s BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=1'-0'
MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST
OVERLAP SHOWER PAN LIP.
(WATER PROOF MEMBRANE MUST GO UP OR OUT AT
LEAST 4 INCHES) PRE-ENGINEERED TRUSS
AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING 6 EACH RAFTER ,l
P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED
16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) s' GYPSUM BOARD OR
VARIES PER PLAN INSTALLATION 5IMP50N H2.5A or USP RTIA ip
2 HIGH STRENGTH CEILING
HOWER PAN Q EACH RAFTER TAIL CONNECTIO 4BOARD
(FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 3 ha" TOP CHANNEL (25 GAUGE)
TOP OF EACH RAFTER CONNECTIO 11 TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
SHOWER SEAT
FRAMED OVERHANG or 24' O.C. MAX)
2 SCALE: 3/4'=1'-O' 5
SCALE: 3/4'=1'-0'
2" GYPSUM WALL BOARD
3 %" METAL STUDS (25 GAUGE) a
24' O.0 w/ FULL LENGTH LAYER OF
A RECAST LINTEL
1/2" TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE 6 12" O.C.
SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS
WITHIN 0' OF EACH END AND 618" O.G. MAX 3 %$" BOTTOM CHANNEL l25
o
a
z
0
(M
8 MIN,
WITHIN 8" OF
ECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
j
EMBEDMENT OF 1 Y4")
EACH END AND X18' O.C. MAX
T
----
Rl
ONCRETE SLAB
0
Z
ROUGH OPENING (UP TO 6-0')
(TYPE
PE
(SEE FOUNDATION PLAN FOR
WALL SHEATHING
ATTACHMENT METHOD
'NAILING SCHEDULE")
o
n n
_=4^
I�
.T
R
PLA
_
. 2x8 STUD BLOCK '�
�
j
ECURE 2x6 MIN, TO BLOCK w/
(2)Y" x 9" ANCHOR BOLTS w/ 2"
WASHER SET IN SIMPSON or USP
B NIGH STRENGTH EPDXY
NOTE:
STUD GAUGE I5 HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
—
-— -
(MIN. 6" EMBEDMENT)
—
''
i
I
i
0
o
INTERIOR NON-BEARING WALL
7B METAL 5TUD5 SCALE: 3/4'=1'-O'
--- -
i
I
I
SECURE 2x6 MIN. TO BLOCK w/
DRIVE PIN
IN. SHANK SIZE .145
AND
R
ECAST
ECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
GAUGE) BOTTOM CHANNEL TO
SLAB w/ lOd x 1' MIN. MASONRY
NAIL w/ WASHER e 32" O.C. MAX.
EMBEDMENT OF 1 Y4")
EACH END AND X18' O.C. MAX
T
----
Rl
ONCRETE SLAB
0
Z
(SEE FOUNDATION PLAN FOR
WALL SHEATHING
ATTACHMENT METHOD
'NAILING SCHEDULE")
o
n n
_=4^
I�
51ZE AND REINFORCEMENT)
°
. 2x8 STUD BLOCK '�
�
j
ECURE 2x6 MIN, TO BLOCK w/
(2)Y" x 9" ANCHOR BOLTS w/ 2"
WASHER SET IN SIMPSON or USP
B NIGH STRENGTH EPDXY
NOTE:
STUD GAUGE I5 HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
j
(MIN. 6" EMBEDMENT)
—
''
0
o
INTERIOR NON-BEARING WALL
7B METAL 5TUD5 SCALE: 3/4'=1'-O'
SECURE 2x6 MIN. TO BLOCK w/
OR POURED IN '
CE SILL (PER BLDR)
j
-- --
(3)Y2' x 9" ANCHOR BOLTS w/ 2'
WASHER SET IN 51MPSON or USP
HIGH STRENGTH EPDXY (MIN. (o
EMBEDMENT
"TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED
COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
C926) OVER CM
— 8" CMU BLOCK
4
S" CM
.��omammm,
EATHER STRIP MOLDING AROUND DOOR
(PER MANUFACTURER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)y' x 9' ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP NIGH
lBY OTHERS - INSTALLED TO 2 6 PT BUCKS STRENGTH EPDXY (MIN. (o' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS I' MIN. SLIDE —OVERHEAD GARAGE DOOR (BY OTHERS)
ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION —GALVANIZED STEEL VERTICAL TRACK
3 SCALE: 3/4'=1'-0' A 6 SCALE: 3/4'=1'-0' B SCALE: N.T.S. (BY OTHERS - INSTALLED PER
MANUFACTURERS SPECIFICATIONS)
A R C H IT E C TS
LONGWOOD, FL 32750
PH: 407-774.5078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
MAY 2 lAolo
JAMES_ CIANTWELL
N
AR O 12079
DATE -./y>,/21/18
SCA :1/4"=1'-0"
.��omammm,
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
MAY 2 lAolo
JAMES_ CIANTWELL
N
AR O 12079
DATE -./y>,/21/18
SCA :1/4"=1'-0"
A R C H I T E C T S
Desmign
Groupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR)
BATT OR BLOWN -IN INSULATION
REFER TO DETAIL 1/D2 FOR GABLE
(R -VALUE PER ENERGY CALLS)
OVER 030 FELT PAPER (OR APPROVED OVER 130 FELT PAPER (OR APPROVED
X -BRACING REQUIREMENTS
PRE-ENGINEERED ROOF TRU55
EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION 8905 OF
RE -ENGINEERED
THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011)
GABLE ROOF TRUSS
TWI5T STRAP (PER PLAN'
DOUBLE TOP PLATE---
OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND
2x4 BLOCKING BETWEEN TRUSSES
ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER "NAILING
AT FIRST (2) BAYS
METAL DRIPEDGE
SCHEDULE') SCHEDULE')
(4'-0' O.C. S SHEATHING SEAMS)
11
2x6 SUB -BAN
id
GYPSUM BOARD OR HIGH MET�XpRIBP
1 12
STRENGTH CEILING BOARD BpAN
=
AIL
TIFFBACK AT ALL UPRIGHTS
ALUMINUM 50 FIpT
IMPSON 5f=2 (USP 5PT24) EVERY VENTED ALUMINUM SOFFIT
OVER 4'-10" HIGH
2 x 2" WOOD SCREWS
EXTERIOR BEARING STUD.
(AS PER TRUSS ENGINEERING)
=
ALL SPACER
FOR CONDITIONS WHERE TRUSS AND PER
PLAN
ONT. 2x4 RAT -RUN ATTACHED TO
11111111111
PER PLAN -)STUD
LINE-UP, USE A 5IMP50N H10A DOUBLE TOP PLAT
EACH TRU55 w/ (2) 12d NAILS
-
2x4 STUDS a 16' O.C.
WINDOW HEADER !
(USP RT16A)
ALL INSULATION
INSTALLED MID -POINT OF TRUSS
-
-
(SIZE PER PLAN
' TEXTURED CEMENTITIOU5 COATING MIN.
(R -VALUE PER ENERGY CALLS) $
SPAN or 10'-0" O.C. MAX
2x8 BLOCKING
8' TEXTURED CEMENTITIOUS COATING MIN. -
(PER A5TM C926) OVER PAPERBACK
WINDOW (PER PLAN), ATTACHMENT
ATT OR BLOWN -IN INSULATION
,S, -
SECURED w/ (3) 12d
(PER A5TM G926) OVER PAPERBACK
EXPANDED METAL LATH OVER APPROVED
PER MFR. SPECIFICATIONS
-VALUE PER ENERGY CALLS)
=
NAILS EACH EN
2 -LAYER WATER RESISTANT BARRIER OVER
X
_
EXPANDED METAL LATH, OVER APPROVED
WALL SHEATHING (TYPE AND ATTACHMENT
EGURE 2x4 TO DBL TOP PLATE w/ %s" x (V
_
2 -LAYER WATER RE516TANT BARRIER, OVER „ ---WINDOW
SILL METHOD PER 'NAILING SCHEDULE"
THRU-BOLTS 6 32 O.C. MAX, then SECURE GABLE
WALL SHEATHING (TYPE AND ATTACHMENT it
A
TO 2x4 w/ 12d NAILS S O.C. MAX
��2'
METHOD PER 'NAILING SCHEDULE')
WALL INSULATION
or
=
CONTINUOUS 2x4 w/ (4) 16d NAILS s TOP
EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS
[51ZE AND SPACING PER NOTE #21
SECURE GABLE TO DBL TOP PLATE w/ SIMP50N
=
-
—DRYWALL
OF FLOOR TRUSS (TOP 2x4 5UPPORT5
UNDER CATEGORY TIMBER ON WINDOW HEADER
HGA10 24" O.C. MAX
BOTTOM PLATE OF 2nd FLOOR WALL
GENERAL NOTES SHEET GN)] (SIZE PER PLAN
(or EQUIVALENT INSTALLED PER MFR'S SPECS)
WALL MOUNT
RAIL BLOCKING
or
T4G 5U5FLOOR (ATTACHMENT
SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N
SHEATHING MUST NOT BREAK WITHIN
METHOD PER "NAILING SCHEDULE')
M5TA24 32' O.C. MAX
1'-4" MIN. FROM 2nd FLOOR LINE
T
AME WALL SECTION
— GABLE ROOF
or EQUIVALENT INSTALLED PER MFR'S 5PEc5)
RAILING
DETAIL
3
46
CONTINUOUS 2x6 w/ (6) 16d NAILS Q
SCALE: 3/4'=1'-0'
SCALE: N.T.S.
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 —PRE-ENGINEERED
FLOOR TRU55
15 A NAILER FOR WALL SHEATHING
7B
WA2 k�
NOTE;
BATT OR BLOWN -IN INSULATION
HINGLES OR TILE (PER BLDR)
"GYPSUM BOARD OR �" HIGH
8 2
(R -VALUE PER ENERGY CALCS
_
STRENGTH CEILING BOARD
HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUSSOVER
#30 FELT PAPER (OR APPROVED
PLASTIC OR METAL WEEP SCREE as
EMBEDDED STR4P HANDRAIL
SECTION SHALL HAVE AN OUTSIDE
EQUAL) INSTALLED PER SECTION R905 OF
CONC. FILLED U -BLOCK w/
(PER PLAN)
i INCHES (32 MM)
DIAMETER OF AT LEAST 1 DOUBLE TOP PLAT
a
/
THE FBCR, 6TH EDITION (2011)
(1) #5 CONTINUOUS REBAR E
RECAST
AND NOT GREATER THAN 2 INCHES (51 MM).
IF THE HANDRAIL IS NOT CIRCULAR, IT
/
OVER ROOF SHEATHING (TYPE AND
WINDOW l
D PER PLAN)
(SIZE AND REINFORCEMENT
SHALL HAVE A PERIMETER DIMENSION
OF METAL DRIP EDGE
ATTACHMENT METHOD PER 'NAILING
ATTACHMENT PER MFR.
PER PLAN)
AT LEAST 4 INCHES (102 MM) AND NOT
2x6 SUB -BAN
SCHEDULE")
SPECIFICATIONS
MA4X
GREATER THAN 6 4 INCHES (160 MM) WITH
VENTED
A MAXIMUM GRO55 SECTION OF DIMENSION
ALUMINUM SOFFIT
11
MiN.
OF 2 4 INCHES (51 MM). EDGES SHALL HAVE
s" TEXTURED CEMENTITIOU5 COATING MIN.
" GYPSUM BOARD OR �" HIGH
8 2
ALL INSULATION
A MINIMUM RADIUS OF 0.01 INCH (0.25 MM).
(PER A5TM C926) OVER PAPERBACK
STRENGTH CEILING BOARD
(R -VALUE PER ENERGY CALCS) r
EXPANDED METAL LATH, OVER APPROVED
IMP5ON 5P2 (USP 5PT24) @ EACH 2X8 STUD
PRECAST OR POURED IN
-
2 -LAYER WATER RE515TANT BARRIER OVER
000# UPLIFT CONNECTOR
PLACE SILL (PER BLDR
" GYPSUM WALL BOARD
WALL SHEATHING (TYPE AND ATTACHMENT
2" TEXTURED CEMENTITIOU5
U 05 REBAR VERTICALLY IN
METHOD PER "NAILING SCHEDULE'
COATING MIN. (PER A5TM
GONG. POURED CELL
FULL WALL
G92(o) OVER CM
(LOCATION PER PLAN) THE CLEAR 5PAGE
2x8 SYP #2 WOOD STUDS 6 12' O.C. MAX
4"
P.T. FURRING STRIPS 16" O.C.
BETWEEN THE
Y'ADIAMETER ANCHOR BOLT a
S° CM !
HANDRAIL AND THE
12 O.C. MAX w/ 1 EMBEDMENT
WALL SHALL BE 1 12'
w/ 2' DIAMETER WASHER
Z" GYPSUM WALL BOARD
----WOO[)
BASE
0/1
2x8 SYP 02 WOOD STUDS 12° O.C. MAX
IMPSON 5P1 (U5P 5PT22)
42' KNEEWALL6
EACH 2x8 STUD
d
7B(1)
COURSE TIE -BEAM POURED 50LID w/
is
A2
CONCRETE w/ (1) 15 REBAR HORIZONTALLY
a —CONCRETE
SLAB
(SEE FOUNDATION PLAN FOR 51ZE CONTINUOUS HANDRAIL �
RECAST LINTEL
a
AND REINFORCEMENT)34" MIN. TO 38° MAX A.F.F.
WINDOW (PER PLAN),
(SIZE AND REINFORCEMENT
XTERIOR WALL FOOTING
a ATTACHMENT PER MFR.
PER PLAN)
(SEE FOUNDATION PLAN FOR 61ZE
� z SPECIFICATION
FRAME ON BLOCK WALL SECTION — HIP ROOF
AND REINFORCEMENT)
0-
1
STAIR HANDRAIL
LU
TWO STORY SCALE: 3/4°_1'-0'
4A
Two STORY SCALE. 3/4'=V-0'
a PRECAST OR POURED IN
PLACE SILL (PER BLDR
o
i
16d NAILS S O.C. MAX
f-- W " TEXTURED CEMENTITIOU5
.,
i
ALL INSULATION
s TEXTURED GEMENTITIOU5 COATING MIN. (PER
z COATING MIN. (PER ASTM
o o
(R -VALUE PER ENERGY CALCS)
2x4 BLOCKING a EACH BRACE. TOENAIL
A5TM C92(o) OVER PAPERBACK EXPANDED METALONTINUOUS
2x4 w/ (4) 16d NAILS TOP
Q o C926) OVER CM
�
INTO TRUSS w/ (4) 16d NAILS a EACH EN
LATH, OVER APPROVED 2 -LAYER WATER RESISTANT
OF FLOOR TRU55 (TOP 2x4 SUPPORTS
0
2" GYPSUM WALL BOARD
3/4° TSG SUBFLOOR (ATTACHMENT
BARRIER OVER WALL SHEATHING (TYPE AND
BOTTOM PLATE OF 2nd FLOOR WALL)
o
"'
a" P.T. FURRING STRIPS a 16" O.C.
METHOD PER "NAILING SCHEDULE'
ATTACHMENT METHOD PER "NAILING SCHEDULE'
4 T4G 5UBFLOOR (ATTACHMENT
m
a v,
°
1) #5 CONTINUOUS REBAR '� 16 O.C. MAX IN
XTERIOR BEARING STUDS
METHOD PER 'NAILING SCHEDULE')
o
CONCRETE POURED CELL
ad RING SHANK NAILS e 4" O.C.[51ZE
AND SPACING PER NOTE
° OL z o
(VERIFY PER PLAN)
MAX INTO BLOCKIN
#21, UNDER CATEGORY TIMBER
m a
WOOD BASE
ON GENERAL NOTES SHEET GN)]
RE -ENGINEERED FLOOR TRUSS
Z °
2'-0°
PRE-ENGINEERED FLOOR TRUS
Z
(IMIN. IN SLAP)
EMBEDDED STRAP
ONTINUOUS 2x6 wl (6) 16d NAILS
w
`Q cO o
REBAR 48' LONG w/ 6' HOOK
2x4 BRACE 48' O.C. w/ (5) 12d NAILS
7B(or EQUIVALENT) 76
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
15 A NAILER FOR WALL SHEATHING)
24' O.C. (MIN. 24' IN SLAB)
EACH EN
WA (PER PLAN) WA2
8" GYPSUM BOARD OR Z' HIGH
a
4" CONCRETE REINFORCED w/ FI5ERME5H AT
STRENGTH CEILING BOAR ::
2" TEXTURED CEMENTITIOUS ::
°� z
a
a A RATE 017.151b5 PER CUBIC YARD ON 6 -MIL
COATING MIN. (PER A5TM
o'
a a
POLY ETHYLENE VAPOR BARRIER ON WELL
CONC. FILLED U -BLOCK w/
G92(o) OVER CMU :'::
$" GYPSUM BOARD OR 2" HIGH
o
p a • n
° COMPACTED GLEAN TERMITE TREATED FILL
(U #5 CONTINUOUS REBAR
STRENGTH CEILING BOARD
a
NOTE:
z II II II
611 3) 05 REBAR ON CHAIRS
STRUCTURAL SHEATHING MUST NOT
ONG. FILLED U -BLOCK w/
'
� 021-�II
FLOOR TRUSS CONNECTION
BREAK WITHIN 1'-4' MIN. FROM 2nd
PERPENDICULAR
(1) 15 CONTINUOUS REBAR
FLOOR LINE
OPEN TO ABOVE WALL
SECTION
2 SCALE: 3/4'=1'-0' PARALLEL TO
BLOCK TO BLOCK
2 TWO STORY
SCALE: 3/4'=I' -O'
A R C H I T E C T S
Desmign
Groupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT.
STATE OF FLORIDA
JAMAERS
DATE: / 5 X21 /18
L
SCA L /4"=1'-0"
SHE
D4
11111111111
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT#:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT.
STATE OF FLORIDA
JAMAERS
DATE: / 5 X21 /18
L
SCA L /4"=1'-0"
SHE
D4
MSTCM40 1/16' O.S.B. SHEATHING OR
(INSTALLED ON TOP OF 1/2' CDX PLYWOOD
WALL SHEATHING
2x4 EXTERIOR WALL
,4 STUDS
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
MSTCM40
(INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR
WALL SHEATHING 1/2' CDX PLYWOOD
2X6 EXTERIOR WALL
A STUDS
2X6 BOTTOM PLATE
PLAN VIEW - 2x6 WALL
EXTERIOR STUD WALL - OUTSIDE CORNER
MSTCM40
(INSTALLED ON TOP OF
WALL SHEATHING
SCALE: V.S.
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
7 ----2x4 EXTERIOR WALL
STUDS
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
1/16' D.S.B. SHEATHING OR
MSTCM40 1/2' CDX PLYWOOD
(INSTALLED ON TOP OF
WALL SHEATHING
2X6 EXTERIOR WALL
STUDS
2X6 BOTTOM PLATE
PLAN VIEW - 2x6 WALL
EXTERIOR STUD WALL - INSIDE CORNER
SCALE: KTS.
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
CONNECT TOP OF STRAP
TO SOLID STUD W/ ll(o)16d
SINKER NAILS
PRE-ENGINEERED FLOOR
TRUSS
MSTCM40
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) 4' TAPCONS
NOTE:
MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS IS 1 V
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
CONNECT TOP OF STRAP
TO SOLID STUD W/ (16)16d
SINKER NAILS
PRE-ENGINEERED FLOOR
TRUSS
MSTCM40
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) 4' TAPCONS
NOTE-
MINIMUM
OT :MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS IS IV
HTT-4 SECURED TO STUD
W/ (20)10d X 1 I' NAILS
PRE-ENGINEERED FLOOR
TRUSS (GIRDER DRAWN)
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
5/6' A.T.R.
BEARING POST/ BEARING STUDS
(PER PLAN)
EXTERIOR STUD WALL - CORNER TO POST
SCALE: V.S.
.o.
••
..
.
Z
• •
N
0
--i.
\000000000
2X EXTERIOR WALL STUDS
SECOND FIN. FLR
oZ
ZW
o�
Z®
TOP OF
MASONRY WALL
J
F. Q
W
ELEVATION VIEW
A
SCALE: V.S.
ELEVATION VIEW
B
SCALE: V.S.
w
a v
2X EXTERIOR WALL STUDS
SECOND FIN, FLR
TOP OF WALL
IDS
PRE-ENGINEERED FLOOR TRUSS
(GIRDER DRAWN)
NTT -4 SECURED TO STUD W/ (20)
10d X I ? NAILS
5/6' A.T.R. IN HIGH STRENGTH
EPDXY (MIN. 1' EMBED)
FOUNDATION (PER PLAN)
' T 4 G SUBFLOOR GLUED ".
NAILED AS PER NAILING SCHEI
DBL.
2x4 BOTTOM P
2x4 EXTERIOR WALL S
1/16' O.S.B. SHEATHING OR 1/2" ,.,.,.
PLYWOOD
" T 4 G SUBFLOOR GLUED AlAl
NAILED AS PER NAILING SCHEI
2X6 BOTTOM P
2X6 EXTERIOR WALL S
1/16' 05.5. SHEATHING OR 1/2' �...
PLYWOOD
U
PLAN VIEW - 2x4 WALL
PRE-ENGINEERED FLOOR TRUSS
CONC. FILLED LINTEL BLOCK W/ (1) #5
CONTINUOUS REBAR
NTT -4 SECURED TO STUD W/ (20)10d
X 1 J' NAILS
5/8' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
DBL, STUD REQUIRED W/ 2x4 WALL
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD
SECOND FIN. FLR
TOP OF
MASONRY WALL
SOLID BLOCKING REQUIRED
UNDERNEATH STUD
U
PLAN VIEW - 2x6 WALL
ELEVATION VIEW
C
SCALE: RTS.
EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK
SCALE: V.S.
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) #5
ITINUOUS REBAR
-4 SECURED TO STUD W/ (20) IOd
4' NAILS
A.T.R. IN HIGH STRENGTH EPDXY
.1' EMBED)
2X EXTERIOR WALL STUDS
HTT-4 SECURED TO STUD W/
(20)10d X 1 J' NAILS
PRE-ENGINEERED FLOOR TRUSS
5/8' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
CONIC. FILLED LINTEL BLOCK W/ (1) #5
CONTINUOUS REBAR
A R C H IT E C TS
Desig2Group I.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT #:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
[ARCHITECT:
STATE OF FLORIDA
MAY 2 1
DAT 5 /21 /18
SC :1/4„=1'-0”
S ET
\000000000
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT #:
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
[ARCHITECT:
STATE OF FLORIDA
MAY 2 1
DAT 5 /21 /18
SC :1/4„=1'-0”
S ET
A R C H I T E C T S
wrvaarruuu, rLale IOU
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
i
NOTE:
ECURE EACH KING STUD TO TOP PLATE w/
STRUCTURAL SHEATHING MUST NOT
SIMPSON SP4 or USP SPT4
BREAK WITHIN V-4' MIN. FROM 2nd
(FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o)
FLOOR LINE
PRE-ENGINEERED ROOF TRUS
XTERIOR BEARING STUDS D
[SIZE AND SPACING PER NOTE 021,
-ENGINEERED TRUSSES w/ TRUSS
UNDER CATEGORY TIMBER ON
fill
1Fjk_ CONNECTOR (VERIFY w/ TRUSS PLAN)
GENERAL NOTES SHEET GN)]
CONTINUOUS 2x4 w/ (4)16d NAILS ,@ TOP
OUBLE TOP PLATE
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
F:::�RIPPLE STUDS a 16' O.C. MAX
BOTTOM PLATE OF 2nd FLOOR WALL
ING SCUDS
SIMPSON MT512 or USP MTW12
(SEE 'MINIMUM WALL AND HEADER STUD
2x DOUBLE TOP PLAT
TO LEDGER 24' O.C.
REQUIREMENTS' CHART ON FRAMING PLAN
PRE-ENGINEERED ROOF TRUSSES
RE -ENGINEERED FLOOR TRUSS
HEADER
FOR DETAILS AND SPECIFICATIONS)
\000000000
DOUBLE 2x6 LEDGER
(SIZE PER PLAN)
CURE JACK SCUDS t0 HEADER
or
CONVENTIONALLY -FRAMED
SECURED TO TRUSS w/ %' x 5'
w/ SIMPSON or USP LSTA12
RAFTER
LAG SCREWS s 24' O.C. MAX
(EACH SIDE OF OPENING)
CONTINUOUS 2x6 w/ (6)16d NAILS e
a:
MBEDDED SCRAP
(PER PLAN)
JACK STUDS
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6CAST
(SEE 'MINIMUM WALL AND HEADER STUD
IS A NAILER FOR WALL SHEATHING
LINTEL
REQUIREMENTS' CHART ON FRAMING PLAN
(SIZE AND REINFORCEMENT
CFOR
DOOR /WINDOW
DETAILS AND SPECIFICATIONS)
PER PLAN)
OPENING
EXTERIOR BEARING STUDS
CONNECTION AT
FLOOR
TRUSS
[SIZE AND SPACILEDGER
UNDER CA EGORY T MB PERNOTE +'21,
1
PERPENDICULAR
SCALE: 3/4'=1'-0'
GENERAL NOTES SHEET GN)]
ECURE EACH JACK 4 KING STUD
ROOF SHEATHING (TYPE AND
TO BOTTOM PLATE w/ SIMPSON SP4
ATTACHMENT METHOD PER
'NAILING
OTE:
or USP 5PT4
SCHEDULE'
STRUCTURAL SHEATHING MUST NOT
BREAK WITHIN V-4' MIN. FROM 2nd
2x BLOCKING UNDER WALL
FLOOR LINE
EXTERIOR BEARING STUDS
ECURE BOTTOM PLATE t0 SLAB w/
SCUDS, SECURED BETWEEN
TRUSS BAYS w/ (3)12d NAILS g
PRE-ENGINEERED ROOF TRUSS[SIZE
AND SPACING PER NOTE "21,
O �i' x 9' ANCHOR BOLT w/ 2' WASHER
SET IN SIMPSON HIGH STRENGTH
EACH EN
UNDER CATEGORY TIMBER ON
EPDXY (OR EQUIVALENT) 6'
2x STUDS SPACING PER PLA
GENERAL NOTES SHEET GN)]
EMBEDMENT MIN. is 32' O.C. MAX
MT512 is EVERY STU
2x BOTTOM PLAT
SIMPSON MT512 or USP MTW12
EXTERIOR WINDOW DOOR OPENING
IN FRAME WALL
DORMER ATTACHMENT
6
SIZE AND SPACING
of STUDS PER PLAN
TO LEDGER 0 24' O.C.
SCALE: 3/4'-4-0'
TWO STORY SCALE: 3/4'4-0'
Lr—PRE-ENGINEERED
FLOOR TRUSS
DOUBLE 2x6 LEDGER
SECURED t0 TRUSS w/ 3/8' x 5'
CURE EACH KING STUD t0 TOP PLATE w/
SIMPSON SP8 or USP SPT8
LAG SCREWS � 32' O.C. MAX
SIMPSON SP4 or USP 5Pt4
� TOP 4 BOTTOM
a
MBEDDED STRAP
(FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o)
(PER PLAN)
RE -ENGINEERED TRUSSES w/ TRUSS
RE -ENGINEERED TRUSSES w/ TRUSS
CAST LINTEL
CONNECTOR (VERIFY w/ TRUSS PLAN)
CONNECTOR (VERIFY w/ TRUSS PLAN)
(SIZE AND REINFORCEMENT
"—DOUBLE TOP PLATE
HEADER
OU5LE TOP PLATE
PER PLAN)
•••
RIPPLE STUDS 6 16' O.C. MAX
(SIZE PER PLAN)
LEDGER CONNECTION AT
FLOOR
TRUSS
ING STUDS
or U5P TA24
2 PARALLEL
SCALE: 3/4'=r-0'
HEADER
(SEE 'MINIMUM WALL AND HEADER STUD
� �.
�IEASC�H�JACK S UD
(SIZE PER PLAN)
REQUIREMENTS` CHART ON FRAMING PLAN
2x8 SYP2 WOOD STUDS 12' O.C. MAX.
FOR DETAILS AND SPECIFICATIONS)
ECURE JACK STUDS TO HEADER
WALL SHEATHING TO BE WITHIN Y' OF
WINDOW/DOOR OPENING. WALL SHEATHING
7/16' O.S.B. SHEATHING OR 1/2' CDX
w/ SIMPSON or USP LSTA12
MAX
(TYPE AND ATTACHMENT METHOD PER
NOTE:
PLYWOOD CONTINUOUS TO BLOCK
(EACH SIDE OF OPENING)
OPENING 48'
'NAILING SCHEDULE')
SHEATHING MUST NOT BREAK At
JACK STUDS
JOINT OF WALL AND INTERSECTING
CONT. 2x4 W/ (4)16D NAILS a TOP OF
C(SEE
'MINIMUM WALL AND HEADER STUD
2) JACK STUDS 4 (2) KING STUDS a EACH
ROOF DECKING.
FLOOR TRUSS
DOOR / WINDOW
REQUIREMENTS' CHART ON FRAMING PLAN
SIDE OF OPENING
(TOP 2x4 SUPPORTS BOTTOM PLATE
OPENING
FOR DETAILS AND SPECIFICATIONS)
JACK STUD ASSEMBLY TO BE SECURED
OF 2ND FLOOR)
-EXTERIOR BEARING STUDS
ONE PLY At A TIME. USE 12d NAILS, (2)
2X EXTERIOR SCUDS
1/16' O.S.B. SHEATHING OR 1/2' CDX
[SIZE AND SPACING PER NOTE *21,
WITHIN 6' FROM EACH END 4 NO MORE
PLYWOOD OVER PRE-ENGINEERED
G UNDER CATEGORY TIMBER ON
�i
THAN 12 O.C. STAGGERED
ROOF TRUSSES
GENERAL NOTES SHEET GN)]
NOTE: ROOF
JACK STUD ASSEMBLY TO BE
°
CONDITIONS MAY
SECURED ONE PLY AT A TIME. USE 12d
VARY
NAILS, (2) WITHIN 6' FROM EACH END 4
NO MORE THAN 12' O.C. STAGGERED
SECOND FIN. FLR
-WINDOW SILL w/ CRIPPLE STUDS g 16' O.C.
CURE EACH JACK 4 KING STUD
'
t0 BOTTOM PLATE w/ SIMPSON SP4
DIAMETER ANCHOR BOLT -8 12' O.C.
or USP SPT4
MAX w/ i' EMBEDMENt w/ 2' D f AMETER
WASHER
TOP OF WALL
MHAEATHRIN �TAOILAP TO TOP OF
IMPSON or USP MSTAM24 s EACH JACK
SHEATHING MUST NOT BREAK V-4' MIN.
SECURED w/ (3)y' x I %' TAPCONS t0
PRE-ENGINEEREDCONT.
2x6 w/ (6) 16d NAILS
FROM 2ND FLOOR LINE
CMU w/ MIN. 2' COVER 4 2' APART
FLOOR TRUSSES
BOTTOM OF FLOOR TRUSS
��`
2x8 BOTTOM PLATE
BEARING CONDITION
(BOTTOM 2X615 FOR WALL
(PER PLAN)
SHEATHING NAILER)
TYPICAL PRECAST LINTEL
3 ROOF TO SECOND FLOOR
WALL
5 EXTERIOR WINDOW DOOR OPENING
IN FRAME WALLry
WINDOW OPENING
IN 2—STORY WALL
PARALLEL SCALE: 3/4'4-0'
TWO STORY
SCALE: 3/4'4-0'
f Two STORY
SCALE: 3/4'4-0'
A R C H I T E C T S
wrvaarruuu, rLale IOU
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
i
\000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.000/024R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT -
STATE OF FLORIDA
MAY 2 1
DAT 21/18
SC :1/4'>=1'-0"
SH T
Ryon Homes -Openings
Vendor: 84 Lumber
Vendor Number: ON19
Windows - Sildina Glass Doors - DOUBLE PANE LOW E
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
%
Sliding Glass Doors
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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
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SU3BDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODE3L-.
(VERSION#02)
PROJECT:
2997. OW024RI
PAGE: .
WINDOW
SCHEDULE
L
140
ARCHITECT
STATE Of: FLORDA
�,-/ -
AY 1
3DAtE: 5/21/18
I SC AT :1/4"=V-0" 1
SHEET
D7
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO 5E WIRE TIED
TO LATH 6 9' O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS 5EYOND EXCEPT
STAPLES W/ %s' LEG MAY 5E USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO 5E REMOVED AFTER
INSTALLATION
FASTENERS TO 5E SPACED
6 1" O.C. MAX VERTICALLY
LATH SHALL NOT 5E CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL 5E STOPPED AND
TIED AT EACH SIDE. PER A5TM 01063 1.10.1.4
NOTE:
1. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE lU/ ASTM CI063
1 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE
3. BLOCKINCx SHOWN MAY BE IN ADDITION TO I
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH 1
APPROX. 6' LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY—\
TO 055 AROUND PENETRATION
I' OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH W15E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH 1
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBG R103.7.1
To
TO 8' /(IGAP Mi
-TO a,
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF ASTM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH ASTM C 1063-12A
STEP 1
INSTALL FASTENERS
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
PIPE PENETRATION DETAIL
3 : V.S.
8" TRICK, 3 COAT CEMENT
PLASTER
WR5 LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
el' (VERT.) O.C. MAX AT SUPPORTS
WR5 LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
_`—PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6' TO 8' FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
1 TYPE "M" CONTROL JOINT
MTA
NOTE: APPLY SEALANT AT 'M" CONTROL
JOINT END TO END CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
01Elf 0�0
SECTION
TAKE SECOND PIECE OF FORM
FLASH 1 AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRE55ED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WR5 LAYER #1,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH 1
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE-
51DE LAPS OF METAL PLASTER 5A5E5
SHALL 5E SECURED TO FRAMING
MEM5ER5. THEY SHALL 5E TIED BETWEEN
SUPPORTS WITH 0.0415 -IN. (121 -MM) WIRE
AT INTERVALS NOT MORE THAN 9'
(229 -MM). AS PER ASTM C1063 1.8.1.
NOTE:
FOR REPAIR OF TEARS IN WR5 LAYERS,
TEARS MAY 5E PATCHED PEEL 4 STICK
WOOD STU
SHEATH
WR5 #1 TAPED T
SHEATHING w/ WI
#2 OVER TOP. WI'
#2 TO 5E LAPPS_
VERTICALLY 6' MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE 1'
VERTICAL LAP MIN.
LATH VERTICAL
LAP TO 5E 1"
I' MIN. LAP ® METAL LATH
HORIZONTAL LATH
& PAPER DETAIL
SIDING
w� "� i W_ r%% '.I,
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
PAPER LAP
2 W,&E: KTA
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP SIDING (PER BUILDER)
MINIMUM LAP (PER MANUR SPECS)
WEEP 5CREED
STARTER STRIP (PER MANUR SPECS)
MINIMUM CLEARANCE
(PER MANUR SPECS)
5'X1' CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
-ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
NOTE -
APPROVED BUILDING WRAP SHALL 5E LAPPED A
MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4
6' 6 HORIZONTAL LAPS.
METAL LATH
TAPE WRB LAYER
1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
1' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
z
N
4
STUCCO
s' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WR5 LAYER #1,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
LEGEND
DRAINAGE PLANE
(WR5 LAYER #1,
5TUCCOWRAP OR
APPROVED EQUAL)
WR5 LAYER #2
(FORTIF15ER
z
5UILDING PAPER OR
76 APPROVED EQUAL)
METAL LATH X X X X
STUCCO a
ad
5ELF-ADHE6IVE
FLASHING
NOTE:
METAL LATH: LATH TO 5E PER
F5C R103.1.1 / ASTM C-641-013,
MIN. 2.5 L55, PER SQ. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WR5: WATER RESISTIVE 5ARRIER
A R C H I T E C TS
��� LONGWOOD, FL 32750 � v
PH: 407-7746078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�DODDOODDOJ
S'UBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.OW024R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHTECT-
STATE OF FLORIDA
MAY A 12018
DAT 5 /21/18
SC :1/4"=1'-0"
SHEET
$' THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAPS KICKOUT
DIVERTER 1' MIN.
STEP FLASHING
FELT UNDERLAYMENT
SHINGLE ROOFING
DRIP EDGE- OVERLAP 3',
EXTEND 1/2' BELOW
SHEATHING, MECHANICALLY
FASTEN 4' O.C. MAX.
NOTE-
INSTALL
OTE-INSTALL KICKOUT FLASHING
AT BOTTOM OF ROOF 4 WALL
INTERSECTIONS
UJRB LAYER #21 FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
UJRB LAYER #1, 5TUCCOUJRAP COR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, STOP UJRB APPROX.
1 1V2' ABOVE SHINGLES
SELF -ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
ASC 1 A WRAP
5KICKOUT DETAIL
SCALE: N.tB.
" ~'- " "' CE IVE 1 COAT OF SHER-CRETE
%ONCRETE UJATERPROOFER or
;OAT PRIOR TO ELEC. METER
ON
APPLY SEALANT AT TOP 4
51DE5 OF ELEC. METER BOX
AFTER STUCCO INSTALLATION
ELECTRICAL CONDUIT
jENETRATION
8 SC ALE: S.
(PER 3/UJAI)
ELEC. METER FIELD VERIFY
LOCATION
ELEC. METER FIELD VERIFY LOCATION
SEALANT ON TOP 4 511DE5 ONLY
CAVITY TO BE FILLED WITH RIGID
POLYMERIC ISOCYANATE-POLYBLEND
FOAM ('GREAT STUFF' OR SIMILAR)
'—FLASH OPENING WITH PROTECTO FORM FLASH 1
SELF ADHERING FLASHING PER FLASHING
METHOD AS DESCRIBED IN DETAIL 3 OF UJA1
'PIPE PENETRATION DETAIL'
APPLY i COAT OF 5HER-CRETE FLEXIBLE CONCRETE
UJATERPROOFER 2" LARGER THAN THE ELEC. METER CAN
OR METER CAN COMBO OR METER CAN AND DISCONNECT
UJRB LAYER #1, 5TUCCOUJRAP COR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP 15 TO BE SET IN CONTINUOUS BED OF
SEALANT.
ONE -PE ICE HOODED VENT ATTACHED PER MANUF.
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
NON-MOVABLE FRAME AND STUCCO ON ALL
SIDES, y4' 5EALANT w JOINTS ALL AROUND
$' THICK, 3 COAT CEMENT PLASTER
METAL LATH
UJRB LAYER 02, FOFIN 4dER BUILDING
PAPER (OR APPROVED EQUAL)
BUILDING PAPER
DRYER VENT FRAME) OVER 'QUICK FLASH'
6 A .�: N.T.S.
PIPE THROUGH WALL
BUILDING PAPER
UNDER 'QUICK FLASH'
VENT PENETRATION
A SCJ.E: N.Ts.
WOOD SHEATHING UJRB LAYER 02, FORTIF15ER
WOODT: UJRB LAYER #1, BUILDING PAPER COR
CONSTRUCTION 5TUCCOUJRAP COR APPROVED EQUAL)
WOOD APPROVED EQUAL) METAL LATH
SHEATHING UJRB LAYER #2, WOOD r ---1/8" TEXTURED FIN15H 6 WOOD
FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL
BUILDING PAPER COR 8" CMU MEMBER @ 1" O.C. MAX
APPROVED EQUAL) - %a' TO %a' MID-UJALL
$" THICK, 3 COAT CEMENT '� WEEP SCREED
WOOD FRAMED PLASTER
6' WIDE STRIP SELF
WALL %a' TO I/8' MID -WALL .fir; ADHERING FLASHING, CLEAN
WEEP SCREED MA50NRY BEFORE APPLYING
6" 5ELF-ADHERING FLASHING TEXTURED FIN15H -s MA50NRY
HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED
(S�ALE- FRAME TO FRAME '7B SALE: N.TA FRAME TO BLOCK N.T.S.
NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS
UJRB LAYER 1, 5TUCCOUJRAP
(OR APPROVED EQUAL)
PROTECTO FORM FLASH I
SELF ADHERING FLASHING
APPLY 60 MIN GRADE 'D" FELT
OVER SELF -ADHERING FLASHING
OVER APROVED HOU5EUJRAP
UJRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
STEP 1
STEP 4
APPLY E -Z BEAD
COR APPROVED EQUAL)
OVER 60 MIN GRADE 'D'
FELT -PROVIDE SEALANT
AT ALL JOINTS AND
INTERSECTIONS
STEP 2
TEXTURED CEMENTITIOU5
COATING
PREMANUR DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT 6 ALL SIDES
�+
IRYER VENT BLOCKE: NLS.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
COMPLY WITH THE APPLICATION REQUIREMENTS OF
ASTM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH ASTM C 1063-12A
STEP 5
LEGEND
DRAINAGE PLANE
(UJRB LAYER 1, 5TUCCOUJRAP
OR APPROVED EQUAL
UJRB LAYER 02
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO 1 a
d
WOOD SHEATHING
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM
C-847-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH 1 INTO THE OPENING
AND ADHERE TO THE
INTERIOR OF THE BOX.
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYPICAL WALL
SECTION)
METAL LATH
STEP 3
EXTERIOR
LL�CAL RE�TA�L�)����
A R C H IT E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-4078
www.abdesigngroup.com
AA #:0003325
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.00�/024R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
MAY Y/1 2818
DA : 5/21/18
SC/ALE: 1/4 " =1' — 0"
S EET
WA2
\ODDOOOODOJ
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.00�/024R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
MAY Y/1 2818
DA : 5/21/18
SC/ALE: 1/4 " =1' — 0"
S EET
WA2
WOOD SHEATHING
WOOD CONSTRUCTION
Y4' HAT CHANNEL W/ %s'
WRB LAYER #i, 5TUCCOWRAP
TYPE "X" DRYWALL
COR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER 02, FORTIF15ER BUILDING
1
PAPER (OR APPROVED EQUAL)
8" THICK, 3 COAT CEMENT
WRB LAYER 01,
PLASTER
5TUCCOWRAP (OR
APPROVED EQUAL)
AM(o(o-WFWC-180 CUSTOM CASING
BEAD (OR APPROVED EQUAL)
" THICK, 3 COAT
CEMENT PLASTER
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WRB LAYER #i, t
STUCCOWRAP
;:
6' 5ELF-ADHEREING FLASHING
APPROVED EQUAL) k'
WRAPPED a CORNER OF CANTILEVER(OR
MM
AMIGO AM(o(o-WFWC--180
x' AMIGO AM66-WFWC-180 CUSTOM
CUSTOM CA51NG BEAD
CA51NG BEAp (OR APPROVED EQUAL)
(OR APPROVED EQUAL)
(W/OPT. WEEPS)
DO NOT CAULK OR
SEAL GAP
CASING BEAD DETAIL @ CANT.
1 V H SCALE: KT S
LEGEND
DRAINAGE PLANE
(WRB LAYER 111, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
a'
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING
VINYL (OR APPROVED -
EQUAL) CA51NG BEAD
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED FIN15H
$' THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG DEAD
FIN15H LAYER (2 LAYER
PEEL 4 STICK) 3' X 3' 26 GA. GALV. METAL DRIP
6 ° PEEL STICK DRIP EDGE SET IN FULL BED OF SEALANT, IV2'
EDGE TO DECK MIN. SPACE FROM DRIP FACE TO TREX
1 Y'XI Y4' P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
WATER PROOFING 1st LAYER (2 LAYER
PEEL 4 STICK) WRAPPED FROM
BALCONY DECK TO CANTILEVER
(o' PEEL 4 STICK 6 DRIP EDGE TO DECK
5UB FLOOR
FULL 5HEET5 OF PEEL 4 STICK
1 )12'X1 /4' P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
Y' GAP FOR BACKER
ROD 4 SEALANT
$" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
###COMPONENT5 PULLED
, APART FOR CLARITY
Y4' GAP FOR BACKER ROD 4 SEALANT
VINYL (OR APPROVED EQUAL) CA51NG BEAD
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER 02
NOTE:
METAL LATH: LATH TO BE
PER FBC 8103.1.1 / ASTM
C-847-09, MIN, 2.5 LBS. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RE515TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER #2
8' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4' _POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
L�R!P EDGE INSTALLATION
11 A rs.
Y4' GAP FOR BACKEi;�
ROD 4 SEALANT
VINYL (OR APPROVED EQUAL)
CASING BEAD
WATER PROOFING 1st LAYER
(2 LAYER PEEL 4 STICK)
PEEL 4 STICK
/ I DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR
/-3' X 3' 2(o CSA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, )/2' MIN. SPACE FROM
DRIP FACE TO TREX MODIFIED 90 -
VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y2'X1 /v2' P.T. OR SIMULATED WOOD (TREX)
WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS
PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT 4
DECK TO CANTILEVER OPT. BACKER ROD
8' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #1
�I
###COMPONENTS ED
APART FOR CLARITY
WEATHER RE515TIVE BARRIER 02 " THICK 3 COAT CEMENT
4' P051TIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
PLASTER
VINYL (OR APPROVED EQUAL) CA51NG BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
NOTE: SET RAILING LAG BOLT ATTACHNMENTS
IN SEALANT, WHERE APPLICABLE
2x FRAMING MEMBER
8" TRICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED TO
- SHEATHING is I' O.C. MAX.
WRB LAYER 111, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
12A :
CORNER BEAD C FRAME
V.S.
CORNER BEAD
(FASTENER 4 SPACING 6 1' O.C.)
CMU
%8' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
1213 CORNER BEAD C BLOCK
: KTA
COLUMN SHEATHING
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER 02
6' SELF ADHERING 4 FLASHING
PEEL 4 STICK
1 Y12'x3' 'L' FLASHING FULLY
EMBEDDED IN ROOF CEMENT
1 y' X 3' 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM
DRIP FACE TO TREX
WEATHER RESISTIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
EXTERIOR COLUMN
COLUMN SHEATHING
(o' 5ELF ADHERING 4 FLASHING
1 Y2'x3' 'L' FLASHING FULLY
- s E�1BEDDED IN ROOF CEMENT
Y' X 3" 2 o GA. GALV. METAL DRIP EDGE
SET IN FULL BED OF 5EALANT, Y' MIN.
SPACE FROM DRIP FACE TO TREX ON
ALL 4 51DE5 OF COLUMN
VINYL (OR APPROVED EQUAL) CASING BEAD
WATER PROOFING list LAYER (2 LAYER PEEL 4 STICK)
WRAPPED FROM BALCONY DECK TO CANTILEVER
!'THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER 02
4' POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
C COLUMN W/ "L" FLASHING
A R C H I T E C TS
Design
Gruo�r��.
1441 N. HUNALD HEAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
1
�000000000�
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT •
2997.OW024R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT-
STATE OF FLORIDA
MAY 2 111
DAT/:: 5/21/18
SC $T :1/4 Pf=l '_o ff
SHEET
WA3
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
' THICK, 3 COAT
CEMENT PLASTER
6'5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER #1, 5'
(OR APPRO�
WRB LAYER #2, FORTIFIBE
PAPER (OR APPRO�
r
8' TH
CEMEr
(o' SELF
WINGvw r�,witt��
CASING BEAD @ WINDOW
FRAME, NO BAND
13A : KT,3.
WOOD CONSTRUCTION BEYOND
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #i
WEATHER RE515TIVE BARRIER #2
%6' X I Y4' LAP SIDING W/V REVEAL
(o' SELF -ADHERING FLASHING
STARTER STRIP PER
MANUFACTURER'S INSTALLATION —
INSTRUCTIONS
DO NOT CAULK OR 5EAL OPENING
GALV'D METAL 'Z" FLA5HING
STUCCO CA51NG BEAD
SIDING TO STUCCO
BLOCK TO FRAME TRANSITION
WOOD SHEATHING
WEATHER RE515TIVE BARRIER 01
NWEATHER RE515TIVE BARRIER 02
X 1 )/4LAP SIDING W/(o REVEAL
(o' SELF -ADHERING FLASHING
STARTER STRIP PER MANUFACTURER'
INSTALLATION INSTRUCTIONS
DO NOT SEAL OPENING
GALV'D METAL 'Z' FLASHING
E -Z BEAD VINYL
(OR APPROVED EQUAL) CASING
(W/%S' FLEXIBLE PVC BACKER ROD)
(o' 5ELF-ADHERING FLASHING
%s' THICK, 3 COAT CEMENT PLASTER
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
�TUCCOWRAP
EQUAL)
SIG
FORTIF15ER
R (OR
JAL)
T
_R
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
S" TI -LICK, 3 COAT CEMENT ><WRB LAYER 02, FORTIF15ER
PLASTER BUILDING PAPER
VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL)
ANGLED CASING BEAD METAL LATH
6'5ELF-ADHERING FLASKING . ` (EXPLODED �" THICK 3 COAT
VIEW FOR \ 8
DRIP CAP CLARITY) CEMENT PLASTER
WINDOW FLANGE
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
$' THICK, 3 COAT
CEMENT PLASTER
6'5ELF-ADHERING
FLASHING
DRIP CAP
CASING BEAD @ WINDOW WINDOW FLANGE
FRAME, W BAND
13B : KTP°.
(o' 5ELF-ADHERING FLASHING
F**\
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
(o' SELF -ADHERING FLASHING
GALV'D METAL "Z" FLASHING
DO NOT CAULK OR SEAL OPENING
as .
as a
GALV'D METAL 'Z' FLASHING
CAS
WOOD CONSTRUCTION BEYOND
(o' 5ELF-ADHERING FLASHING
WEATHER RE515TIVE BARRIER #1 TO LAP
6' MIN. ABOVE TOP OF 'Z' FLA5HING
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
GALV'D METAL 'Z' FLASHING
DO NOT CAULK OR 5EAL OPENING
WEATHER RE515TIVE BARRIER #1 TO LAP
(o' MIN. ABOVE TOP OF 'Z' FLASHING
(o' SELF -ADHERING FLASHING
WEATHER RE615TIVE BARRIER #1
E -Z BEAD VINYL (OR APPROVED EQUAL)
CASING (W/%8' FLEXIBLE PVC BACKER
ROD)
WEATHER RESISTIVE BARRIER #2
SIDING TO STUCCO
FRAME TO FRAME TRANSITION
LEGEND
DRAINAGE PLANE
(WRB LAYER #11 STUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO d a
oa
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC 8103.7.1 / A5TM
C-541-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
LAN? —
SEA —
WINDOW FRAME —
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
-Ya' GAP TYP
CASING BEAD
TO WINDOW
1X TRIM MEMBER s STUCCO
TO SIDING TRANSITION--\
SIDING—,
Ya' GAP TYP
CASING BEAD
TO TRIM
s" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
`—WRB LAYER 1, 5TUCCOWRAP
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CA51NG BEAD
(o' 5ELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
�
WOOD SHEATHING
METAL LATH
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #21 FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
' THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
8' THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
CASING BEAD @ RAISED
BAND FRAME
15 : KT,S.
METAL LATHSEALANT
—UJRB LAYER *1, FOR7IFI5ER BUILDING
PAPER (OR APPROVED EQUAL)
UlOOp SNEATNINCs IUINDOW FRAME
\--U1R5 LAYER *1, 5TUCCOWRAP
(OR APPROVED EQUAL)
6' WIDE PEEL d STICK
OVER FLANGE
E -T BEAD VINYL
(OR APPROVED EQUAL) CASING 2:
3 '
(W//8 FLEXIBLE PVC BACKER ROD
INCLUDED)
APPLY FULL BED OF
SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
L
BEAD WINDOW CASING
17: KTA
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
8' THICK, 3 COAT CEMENT
PLASTER
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
,.a z
f WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
E -Z BEAD VINYL (OR
APPROVED EQUAL) CA51NG
(W/%s" FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
(o' SELF ADHERING FLASHING
WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H IT E C TS
Desig
GrouI2c.
1441 N. HUNALU HFAUAN t$LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
r
�
\DDOOODOODJ
E
8m
E
0
r
c
8UBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.000/024R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT -
STATE OF FLORIDA
MAY 2 120
JAMES
AR
A
DAlim�' 5/21/18
CUT HOU5EWRAP AT
45° ANGLE
MODIFIED '1' CUT IN
HOU5EWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER SHEATHING OVER WD
STUD WALL
TEMPORARILY tnl n_I lA I
SECURE HOUR
IrP UNDE
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP
18 : Kta (FRAME)
WALL FLASHING INSTALLATION
18A
scALEDETAIL (MASONRY)
: V.S.
FOLD
IN AT J,
SLOPE
INSTALL (o' SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAMBS
EXTEND FLASHING MIN 1'
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
APPLY 051 H2U (01
EQUAL) SEALANT e
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHINGa (LANCO
WHITE -SEAL RC -865
OR EQUAL).
STEP 2
ALIGN FLEXIBLE
SELF -ADHERING
45HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS,
STAPLES)
INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
APPLY 3/8' NOM. CONTINUOUS
BEAD OF SEALANT AT JAM55
APPLY TO BACK
41LING FLANGE IN
PUNCHED HOLES
OR SLOTS,
Cl I r: r u
(o' SELF -ADHERING
OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING 1' MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
SUPER STRETCH
BUTYL FLASHING
r 4_ I. ,.ND
DAMS REQ'D. AT
EACH END OF SILL
rmm■mrir
J5EWRAP DOWN 4
DIAGONAL CUT 4
DEAD OF WINDOW
STEP 4
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
5ELF-ADHERING STRETCHABLE
FLASHING 4 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PLL
LEVEL AND SQUARE f
MANUFACTURERS WRIl
INSTRUCT I
APPLY MEMBRANE
FLASHING OVER JOINT
(o' WIDE ADHESIVE
:LEXIBLE FLASHING
.R DRIP CAP JOINT
:TO -WRAP BT-20XL
%PPROVED EQUAL)
STEP 5
01. 1 0
NOTE:
1. IT 15 THE CONTACTORS RE5PON515ILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOU5EWRAP,
SEALANTS 4 SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN
SPECIFICATIONS 4 WARRANTY
REQUIREMENTS.
WARNING: SEALANTS AND SELF ADHERED
FLASHING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUSDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.00 024R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT:
STATE OF FLORIDA
MAY 2 12018
JAMES
AR
A
DATEJ/b /21 /18
SCA LI.E:1/4"=l P -0A
SHEET
WA5
�000000000�
SUSDIV. & LOT:
KENSINGTON
RESERVE
(LOT 24)
MODEL:
ESTERO BAY
(VERSION#02)
PROJECT
2997.00 024R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT:
STATE OF FLORIDA
MAY 2 12018
JAMES
AR
A
DATEJ/b /21 /18
SCA LI.E:1/4"=l P -0A
SHEET
WA5