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0 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
ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET
RYAN HOMES — ORLANDO (FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL �;OTES
4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM
ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS
CL CENTER LINE mn. METAL 2 LEFT & RIGHT ELEVATIONS
CAB. CABINET N.T.S. NOT TO SCALE 3 FIRST FLOOR PLAN
RYAN HOMES — TAMPA • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER
CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN/ STAIR SECTION
1409 TECH BLVD., SUITE 202 •CONSTRUCTION TYPE — VB CONC. CONCRETE P.B. PUSH BUTTON 5 FOUNDATION PLAN
MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE
TAMPA, FL 33619 •
• BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS
C.T. CERAMIC TILE PLYWD. PLYWOOD
— VASD = 116 MPH D. DRYER PR. PAIR 5B DOWEL PLAN
RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5C LINTEL PLAN (LOTT'S)
STATE OF FLORIDA D.G. DUAL GLAZED R. RISER
•EXPOSURE CATEGORY — EXPOSURE C DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE)
PROFESSIONAL ARCHITECT: • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRECAST)
DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING
JAMES CANTWELL LOCAL AND STATE CODES DR. DOOR RM. ROOM 7 SECOND FLOOR ROOF FRAMING PLAN
AR NO. 12079 D.S. DOWNSPOUT R.O. ROUGH OPENING
DTL. DETAIL S.D. SMOKE DETECTOR 8 ENTRY SECTION DETAIL
A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG
EA. EACH SHT. SHEET 9 FIRST FLOOR ELECTRICAL PLAN
1441, NORTH RONALD REAGAN BLVD. ELEV. ELEVATION SHTHG. SHEATHING 9.1 SECOND FLOOR ELECTRICAL PLAN
BY COMMUNITY R.
LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWEXH. EXHAUST Sim. SHOWER
SIMILAR
Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS
AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS
F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS
BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS
FLR. FLOOR THK. THICK D3 SECTIONS/DETAILS
CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D4 SECTIONS/DETAILS
FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE
CHAMPION'S RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D5 SECTIONS/DETAILS
GA. GAUGE TYP. TYPICAL
CREEK SIDE 140—B GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D6 SECTIONS/DETAILS
CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE
INTERRUPTER V.P. VAPOR PROOF
DRAWING CONTRACT DOCUMENT HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER
GYP. BD. GYPSUM BOARD W/ WITH WA1 WALL ASSEMBLY DETAILS
REVIEW BY BUILDER KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD WA2 WALL ASSEMBLY DETAILS
H.C. HOLLOW CORE WDW, WINDOW
LAKES AT LUCERNE 140—B HDR, HEADER W/H WATER HEATER WA3 WALL ASSEMBLY DETAILS
THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT. OR HT HEIGHT W.I. WROUGHT IRON WA4 WALL ASSEMBLY DETAILS
_ INSUL. INSULATION
INTERPRETATION OF THE CONTRACT DOCUMENTS. McCORMICK RESERVE 140—B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS
IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B SQ.FT. CALC.9S
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 1,0-50 50, FT.
PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B 2ND FLR. LIVING 1,36c3 SQ. FT.
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B
THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,459 SQ. FT,
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 35 SQ. FT.
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 459 SQ. FT,
MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT LANAI 160 SQ. 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 3,113 50. 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.
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www.abdesigngroup.com
AA #: 0003325 1
SU39IDIV. & LOT:l
KENSINGTON
RESERVE
(LOT#113)
MODET.,-.
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
COVER
SHEET
ARCHITECT:
STATE OF FLORIDA
JA S GANTWELL
NO 12079
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SU39IDIV. & LOT:l
KENSINGTON
RESERVE
(LOT#113)
MODET.,-.
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
COVER
SHEET
ARCHITECT:
STATE OF FLORIDA
JA S GANTWELL
NO 12079
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D 6/2/18
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GENERAL NOTES
1. 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.
2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS PSF)
Al SLEEPING ROOMS 30
A.2. ATTICS W/ STORAGE 20
A.3. ATTICS W/OUT STORAGE 10
A.4. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
A.7. STAIRS 40
A.8. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS /PSF)
B.1. ALL AREAS 10
C. ROOF LIVE LOADS **
C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD /PSF)
D.1. 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.I. 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.
3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
ARE FOUND
4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER" NOTE ON COVER SHEET (CS).
5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
10. 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).
11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
12. 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).
13. 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).
14. 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).
15. 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).
16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
17. 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
1. 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
2. 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
3. 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.
4. 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 YrINCH GYPSUM BOARD OR
EQUIVALENT.
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1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL
BE 1'- 0" BELOW FINISH GRADE (MIN.). 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.
4. 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.
5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
7. 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.
8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
12. 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.
13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
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 BEY,".
4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.".
7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
T7T.7 T\1_AVA
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 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
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B.1. #5, W31 OR D31 AND SMALLER 2-
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
C.1. #11 AND SMALLER 3�"
D. BEAMS & COLUMNS:
D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 W
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, UNO.
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 7116" OSB EXPOSURE -1 OR 112" 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 518" 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.
13.
14.
15.
16.
17.
18.
19.
20.
21.
MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
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.
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.
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.
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 0360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO U240.
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.
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.
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 (92.9W).
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ F-0"
WIN DSPEED/ 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.
ni I mmnuln
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 107 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'/." PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'W 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 Yz" 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 -0926
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 H I T E C TS
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#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
GENERAL
NOTES
ARCHITECT
STATE OF FLORIDA
JUN 02
A 6/2/18
S ALE: 1/4"=1'-0"
.,
(0&1 DETAIL
SII
6' WIDE —
RAISE _
BANDING
(TYP.)
+ +3 + 61
+1 +1
4 II
DETAIL
ENTRY & GARAGE ATTIC VENT CALCS
AREA OF ATTIC
69 SQ -FT
NET FREE VENTILATION AREA REQUIRED (1/150)
0.46 SQ.FT.
REQUIRED VENTILATION AREA (0.46 x 144)
66.2 SQ -1N.
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
REQUIRED LF OF SOFFIT VENTILATION
61
LF
PROVIDED LF OF SOFFIT VENTILATION
32
LF
2ND FLOOR ATTIC VENT
CALCS
AREA OF ATTIC
1386 SQ.n
NET FREE VENTILATION AREA REQUIRED (1/300)
4.62 SQ.FT.
REQUIRED VENTILATION AREA (4.62 x 144)
665.3 $Q—
IN-MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 665.3)
332.6 SQ IN
OFF RIDGE VENTILATION AREA
115 SQ.IN./MT
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
TOTAL # OF VENTS REQUIRED
2.89
TOTAL # OF VENTS PROVIDED
3
REQUIRED SQIN VENTILATION IN TOP OF ROOF
333
SQ.IN.
REQUIRED LF OF SOFFIT VENTILATION
29
LF
PROVIDED LF OF SOFFIT VENTILATION
62
LF
I
N
ENTRY & GARAGE ATTIC VENT
CALCS
AREA OF ATTIC
160 SQ -
FT -NET FREE VENTILATION AREA REQUIRED (1/150)
1.07 SQ.F .
REQUIRED VENTILATION AREA (1.07 x 144)
153.6 SQ -111.
SOFFIT VENT VENTILATION PER LF
11.74 sq—
REQUIRED LF OF SOFFIT VENTILATION
14
LF
SHINGLES
3
LOUVER
DECORATIVE SHUTTERS
s— —
oM o
5ANRAISED ■COATIWs PER (ASTM
■■
lmqhh.-MEN 1-4
... • •
• �_..1CTO (Typ)
� �_
TEXTURED CEMENTIOUS
COATING PER (ASTM
CS26) (TYR)
10'-0 3/4" 2ND F.F.
9'-4" BRC -s. HGT,
S' -ID" HDR. HGT.
r
I_I I_) (_I I■
SCALE:FRONT ELEVATION
oELEVATION
0 -
r
12
4� 0
�J
N
-
2"
Ilk 6" Ilk It -oil 7
1
SHUTTER DETAIL
m' -m" FIN. FLR. III II. --II II J I I
REAR ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'c'
10'-8 3/4" 2ND F.F.
9'-4" BRG. HGT,
S' -S" BRCS. HT.
's GARAGE
RAISED BANDING (TYR)
STONE VENEER
BASE
,,0'-m" FIN. FLR.
_ - ,415'-S 3/4" BRCS. Hr-aT.
UJ/ 8" HEEL (TYP.)
,,,—TEXTURED CEMENTIOUS
COATING PER (ASTM
C926) (TYP)
,41m'-8 3/4" 2ND F.F.
BRG, HGT.
HDR. HGxT_
0'-m" FIN. FLR.
A R C H I T E C T S
LVrvuWUVU, tL 3L /5U
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
r
�
t
�I"IIII"I
�DDOODDOOOJ
SUBMV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MO DEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
FRONT &
REAR
ELEVATIONS
ARCHITECT.
STATE OF FLORIDA
2 2010
: -6/2/18
CALF: 1/4 J1f=1' — 0"
SHEET
1 OF 9
OFF -RIDGE VENT
IS' -S 3/4" BRG. HGT.OI,_ _ _ _ _ _ _ _ 18'-S 3/4" BRCS. HGT.
UJ/ S" HEEL (TTP.) UJ/ S" HEEL (TYP.)
CTEXTURED C EMEN TIOUS
COATING PER (ASTM
0 Mo) (TYP)
12 - 12 n 12
4� 1 —O �5 �5 10'—S 3/4" 2ND F.F.
10'—a 3/4" 2ND F.F. �, _ _ _ _ _ _ ------ _ _ _ _ _ _ — — — — — — — — — — — — —
c)'-4" BRCS. HGT. �, _ _ _ _ _ _ _ ------
— — ------
— — — — — _ _ _ _ _ S' — S" BRCS. HT.
51-011 HDR. HGT. --------- _ _ _ _ _ _ — il_On GARACE
11_2n SC/
ilC
TEXTURED EMENTIOUS
OPEN COATING PER (ASTM -0
C92(o) (TYP) r—
`V0'-0" FIN. FLR,
0'-0' FIN. FLR., — — — — — — — — — — — — — — — — — — — — L
—1i — — — — ---
=— Lj
LEFT ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'C'
OFF -RIDGE VENT
OFF -RIDGE VENT
l�
5
18'—& 3/4" BRCS. HCxT.0,_ _ _ _ _ _ _ _ 18'—S 3/4" BRCS. HGT.
UJ/ V HEEL (TYP.) UJ/ V HEEL (TYP.)
1'-0
TEXTURED CEMENTIOUS
COATING PER (ASTM
C92(o) (TYP)
12 12
t
0n
117
10'-8 3/4" 2NRCSD F.F., _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11-0—
4_ _ 10'-8 3/4" 2ND F.F.
B. HCxT. —--------- 9' — 4" BRCS. HCxT.
— �— — — — — — — — — — — — �
11-211
CTEXTURED CEMENTIOUS =
121-011v COATING PER (ASTM OPEN
C92(o) MIR) (jo
0'-0" FIN. FLR., _ -----------------------------------------------
______________________ 0'-0" FIN. FLR.
RIGHT ELEVATION
SCALE: 1/4 - 1'-0' ELEVATION 'C'
ARCH I T E C TS
Design
Groupn�.
Lv1YClvvvvw, rL JG! Jv
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
S UMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHITECT=
STATE OF FLORIDA
0
DTE: 6/2/18
GALE:
SHEET
2 OF 9
11111111111
\000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
S UMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHITECT=
STATE OF FLORIDA
0
DTE: 6/2/18
GALE:
SHEET
2 OF 9
EXTERIOR MASONRY
WALL BRC:. HEIGHTS
8'-8' BRCx.
FFFFM
9'-4' BiaCx.
LOAD 5%. WALL
NON -51%. WALL
COrvPONW AND CLADDNO WILD LOADS BASIC VI M EXPOSURE
FOR 3 SECOND OiUSTB
CALL}
SQ.FT.
CALC.'S
ZONE
150 MPH W1�D
1
15T FLR LIVING
2ND FLR LIVING
1090
1,369
$Q. FT.
SQ. FT.
24.80!-30.16
TOTAL LIVING
ENTRY
GARAGE
LANAI
2,459
35
459
160
SQ. FT,
SQ. FT.
SQ. FT.
SQ. FT,
2
24
3080 DR
TOTAL
3,113
SQ. FT.
11
25 -SH
4
EXTERIOR MASONRY
WALL BRC:. HEIGHTS
8'-8' BRCx.
FFFFM
9'-4' BiaCx.
LOAD 5%. WALL
NON -51%. WALL
COrvPONW AND CLADDNO WILD LOADS BASIC VI M EXPOSURE
FOR 3 SECOND OiUSTB
CALL}
FM
DESMATION
ZONE
150 MPH W1�D
1
112
16'-01X 11-0'
5
24.80!-30.16
N
2
24
3080 DR
4
30.08/-32.18
3
11
25 -SH
4
28.45/-3095
3A
11
25 -SH
5
28.45/-31.46
4
33
(2) 25 -SH
5
21.13/-34.80
5
49
6080 SGD
5
2631/-3330
6
33
(2) 25 -SH
5
21.13/-34.80
1
11
25-6H4
EGRESSWIND
28.45/-30.95
DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT =150 / VASD =116 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGORY -TYPE II
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
F
TO DRYWALL INSTALLATION ON ALL FRAMING: MEMBERS 2'-0' FROM THE FINISH
WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY
3 1/2"
1'-2"
2'-0"
�
N
Da- TOP
KATE
8
'
m
2x4 WOOD FRAMED
* 16' O.C.
CABINET SECTION
FIRST FLOOR PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'C'
STONE
VENEER
A R C H I T E C T S
FAX:407-774-4078
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AA #: 0003325
r
�
�000000000�
SUBDW. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
FIRST
FLOOR PLAN
ARCHITECT
STATE OF FLORIDA
2 2018
D E: x/2/18
l9bA,ILE: 1/4"=1$-0l$
SHEET
3 OF 9
COMPONENT AND CLADDHO WIND LOADS BASK: WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL}
SOUAFE
FOOTAGE
WK/DFL
DESKINATION
ZONE
150 MPH WILD
1
15
3 O -SH
4
28/65/-31.14
TO
2
15
3050 -SH
4
18/65/-31.14
304 --
2A
12
TP
5
29.08/-38.10
25
15
�
5
28/65/-3185
3
15
5
28/65/-3185
ESUS
-
4
15
TEMP
5
2853/-31/60
5
15
4
18/65/-31.14
EC05�0 8S
6
15
4
28/65/-31.14
1
15
3050 -SH
4
28/65/-31.14
EGFr:65-TEMP
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 11
D. 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 PY 0b TO
MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY
PRODUCT MANUFACTURERS.
FNOTE:TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS T-0' FROM THE FMISH
WILL 13E SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY
18'-8 3/4' 2ND.
FLR. BRG. HT. -
10'-6 3/4' 2ND. _
FIN, FLR.
V - 4' BRG. HT.
�o
0'-0' FIN, FLR.
2x8 LANOWS
DROP CEILING TO —
8'-8'
(2) 2X8 HEADERS AS
SHOUN ON SHEET 6
PWDR.
ROOM
[STAIR DATA:
17 RISERS 07.57"
16 TREADS 010" +1" NOSING
AND RAIL \
-v \
m �
r \
\ \ 1 1/4' 0
\ MAX 0
\\ �Q
10' _
\ \ \ MIN. 42' RAILING
\; �X
\ \ r
\ N.
IN
z
2x12 S.Y.P. TREAD\ \ \ F
2x4 RE-INFORCIW-s w EA.�\\ \
2x12 STRINGER \ \
(3) 2x12 SYP STRINGERS \ \ m
SECURED W/ 12d 6'-8' O.C. \ \
J' KICKPLATE \ \ \
\ 2x6 LANDING
3/4' T4G SUR FLOOR — — — — — —
GLUED 4 NAILED
2x6 A 24' O.C. MAX---��-------�
2x4 P.T. PLATE SECURE W/ 10d CUT NAILS ib' O.C. MAX.
STAIR SECTION: 9'-4" BRG.
SCALE: 3/8 - 1'-0'
LINE OF IST _
- - - - FLOOR BELOW
I
SECOND FLOOR PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'C'
CA R C H I T E C TS
4/Design
GrouA P n c.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774$078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
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SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
SECOND
FLOOR
PLAN/
STAIR
SECTION
ARCHITECT -
STATE OF FLORIDA
2011
DA E:
S Ai.E: 1/4" =1' — 0"
S EET
4 OF 9
SECURE STRAP
TO CONC. W/ (2 )
3/16'x2' TAPCONS
3 1/2' T1
CONC. SLAB
SIMPSON UJB ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) *5x1
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
W011115073
14'-0" 24'x24'xl2' CONC. FTG.
W1(3) 5 REBARS EA.
WAY ON CHAIRS MIN. 3'
COVER (2-TYP)
$
I 5A � �
3 1/2' CONC. 4
0 � I
C-SLA5
ct)
@ $ ( $
HB:
3 1/2'
■
19'-10" 6'-2" 4'-0"
2 ■ I 2 m
5A g,q in
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I
@ I
0'-0' FIN. ELEV.----�,
FIN. CONIC. SLAB I i ��%;� e I ■
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■ 3 1/2' CONC., REINFORCED
ILL.
a JiN
2 W/6'xb'-WI.4 x W1.4
91
ON 6 -MIL POLY ,
5A ETHYLENE VAPOR I I PVC CHASE ■
24'x24'xl2' CONC. FTG. BARRIER ON i i FOR ELEC. 0 I m
�l ISLAND
■ W/ (3) 5 KEBABS EA WELGLCOMPIACTED I� ICE MAKER
yo �@ ■ WAY ON CHAIRS MIN. D
ROUGH-IN `�
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i
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4'-4" 5'-S" 2'-m" 4'-8" 3'-10" .i i i 9'-6"
b-
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I 5A 5A I 5A
■ 9 9 0 �
'
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4' PVC CHASE -
5A
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6'-10" 2'-S" 4' -lm" 11'-S" 3'-6" @
EXTEND 4 I
24'x24'xl2' CONC. FTG. – I SLAB 1 I/2 — _ 4 ■
W/ (3) +5 REURS EA �� I 5A I 4' THICK
WAY ON CHAIRS MIN. i I I CONC.
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I ON 6 -MIL POLY I �4
ETHYLENE VAPOR
24'x24'xl2' CONIC. FTG. 0- $ �„ BARRIER ON
W/(3) 5 REBARS EA - 5A
WAY ON CHAIRS MIN. � � WELL -COMPACTED 6A
6A CLEAN FILL 5A I
3' COVER (2-TYP) (BORA-CARE SYSTEM)D E:
'
5A
N
■
6 ■ 6 ■ HB. '�
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al -an
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SCALE: 1/4 = 1'-0' ELEVATION 'C'
NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN
UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS
A R C H I T E C T S
DesiOnGrounc.
LONGW000, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
1
�00000000�
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
FOUNDATION
PLAN
ARCHITECT.
STATE OF FLORIDA
JUN p
D E: /2/18
S ATX: 1/4"=V-0"
SHEET
5 OF 9
TEXTURED CEMENTIOUS COATING (l) 45 REBAR VERTICALLY W/ CONC. TEXTURED CEMENTIOUS COAtMC•
PER (ASTM G92b) (TYP-) POURED CELL PER (ASTM 0926) (TYP.) (I) N5 REBAR VERTICALLY W/
PERR-13 INSULATION) ( R-4.1 INSUL_. MR R-13 INSULATION MIN CNC. SLATPOURED CELL
(1) REBAR VERTICALLY W/ CONC. TEXTUREP CEMENTIOUS COATING (1) 9 REMAR VERTICALLY W/ CONC. (1) 9 REBAR VERTICALLY MAX z wo R-4.1 INSULATION
POURED CELL
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TENURED C17'EhItI0U8 COATINGS ��� BASE Q J �' GYP. WL BD. TEXTIRED CEMENTIOUS COATING
TEXTURED
!RED NTN q .
Z PER (ASTM 6926) (TYPJ SECURE STUDS TO STM PLATE W/ WOOD BASE PER (ASTM 0926) (TYP-) z 1EX11 CEMENTIOUS COATMCaSECURE STUDS TO 15TM PLATE _-1/2 GYP ILL W.
Q w PER (A81M C926) ITYPJ Q SECURE BT PLATE t0 BLK 'x9
w S CMU
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q WOOD BASE iA WOOD BASE O EMBED. MM. • 32' OG MAX. O °o5 REBAR 6'-0' Oic WHEN
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O p Q � ° _.. ; � FOOTER FlEKvFFT EXCEEDS 24'
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_.___•�
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° ° ,
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R4
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Z a GRADE z U TERMITE TREATED FILL 4' 6' 6' 4' .
III -I I OR PAVERS, PER =1 1=I 1=1 I . °
L 4' S' 4' = =1 I—I I DLDS SPECK �n (3) 45 REBAR oN CHAIRS U d FOOTER WEKsHR
_ ° p 4' S' 4' 4' 6' b' 4' a�
4' 14, 4' (2) O5 REBAR ON CHAIRS ins (2) S REDAR ON CHAIRS O (3) 9 1 2 ON CHAIRS, EXCEEDS 3® ABY.
(2) �5 REBAR ON CHAIRS ;,� l2) +5 REBAR ON CHAIRS, s
3' MM. COYER I'-4' I'-8' i' -S' z BC GRADE
I -4' z OL 4' 8' 4- i > 4' 6' [6- [4',4�-(3) % REBAR ON CHAIRS
nP-4'3' MIN COYER
EXTENDED FOOTING LANAI ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING
1—STORY FOOTING 1—STORY FOOTING W BLOCK WALL STEP LTP 1—STORY W BLOCK WALL W FRAME WALL W BLOCK WALL
1 W BLOCK WALL T A W F����WALL 1 B / 1 C 2 2 2$
FOUR WALL $0 -ID FOR (U 45 REBAR • 16' O.C. MAX, M
STUDS Ib' OCG, MAX 8'T1JD8 16' Or, MAX
3 1/Y GONG, SLAB OR ENTIRE LENGTH OF OPEN TO CONIC, POKED CELL (VERIFY 3 1/2' LONG, REINF. W/ 0 HEAD OF C%ARAGE
PAVERS PER SLDS SPECS ABOVE CONDITION. PER PLAN) COLUMN / POST 3 In' CONC. REINF. W/ 6'x6' 6'x6' WL4xWIA WWF OR VARIES WITH SLOPE VARIES WITH SLOPE
(I) 9 REBAR VERTICALLY RETE PER FLAN. R-4.1 INSU_ MIN FIBEPIMW ON 6 -MIL 5 I/!' HEAD OF GARACaE 5 I/2'
PER PLAN ON 6-.4 WUF OR ETHYL ESH
W/ GONG POURED CELL tEXTWQED CEMENtI0U8 POLY ETHYLENE VAPOR BTUpe Ib' OZ. MAX SECURE BT. PLATE t0 SLAB SECURE Bt. PLATE TO SLAB
n ON OR POLY ETHYLENE
R-4.1 IIVSUL MM. � COATING PER (ASTM 6926) z � VAPOR BARRIER ON BARRIER ON b I/2' � HEAD OF W/ }'x9' ANCHOR BOLT W/ 2' W/ j'x9' ANCHOR BOLT W/ 2'
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TEXTURED CEMENTIOUS d>
(TYP.) TERMITE TREATED PILL GLEAN TERMITE VARIES WITH ELOPE
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(TYPJ -1 I/2' GYP. WL. BD. ~ UP 1'S9' ANCHOR BOLT W/ 2' W/ 6WE ASET IN SIMPSON
NCHOR BOLT W/ 2' >
a _ w w ? WASHER SET M SIMPSON HIGH H RTRENGTH EPDXY 66' d
8' CMu _ WOOD BASE ■° ■
w 1/2' GYP. WL W. n a 2'-0' !MIN. H ° ° /\/\/\/\/\/\/ s w a Q MTREN32' O fjA b' ENDED. � ENDED. MM � 32' OC MAX w -Q ° /17
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Y m WELL -COMPACTED CLEAN
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3 V1 CONG, PELF LLV b'z6 \ \ \ \
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VAPOR DARRERt ON 4' CONC, RENFORCED WV q ;,� s SEE FOUNDATION CHAIRS 4' 4' 9 I'_4' "� s 1,416' 6' 4-
VAPOR
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q ' . d (2) 9 IQE64R ON CHAIRS °
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b-hD POLY ETHYLBE VAPOR (3) S REBAR ON CHAIRS
ON CHAIRS 2'-0' BARRIER ON
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(3) �5 REBAR (BORA-CARE)
ON CHAIRS
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
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z /2■ -0 s /2■-® _ •-0 s ■�0 ■-� s ■-0 z •-0 s ■-0 s ■-0
POUR WALL SOLID FOR
(1) «b REBAR VERTICALLY W/ ENTIRE LENGTH OF OPEN TO (I) 4$ REBAR 16' O c MAX. M z Q ~�
(1) 45 REBAR CONC. POURED CELL ABOVE CONDITION. CONIC, POIAFEA CELL (VERIFY F Q
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POKED CELL TEXTURED CV*ENTIOUS = p F '.1 d 3 I/2' GONG, REhF. W/ (p N6'
(1) 45 �B,qR COATING PER (ASTM C92b) W 4xW 4 WAIF OR fIDEf-d 1ESH ON
6 -MIL POLY ETHYLENE VAPOR
z d F Q B' CM VERTICALLY Wu a � STYPE RECEBB FOR � 3 1/2' CONC. REW W/ b'xb' UALF OR FIBERI'lES4 ON P .a BARRIER ON
z S' CMU z CONI. POURED CELL DOaR161 1
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a n s Clued WEIGHT VARIES U 4' (P -MIL MAIL POLY ETHYLENE VAPOR d
A IE CURB HIEIC•H7 VARIES, CURB WEIGHT VARIES CURBIGNt '� r a S'l(l (2) 45 REBAR ON CHAIRS
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PARIES i 2'-0' (MIN. CLEAN TEFdMITE TREATED PILL h
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W d . W WhFlBE1rME8H ON THICKEN EDGE a_
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6 -MIL POLY ETHYLENE VAPOR 8 SCALE V1 ■I -®'
> z E ° a z > £ 5 REBAR 4V LONG "' HOOK BARRIER ON WELL -COMPACTED , ' '
a. O
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• a ' VAPOR BARRIER oN .. °... ON 6 -MIL POLE ENE • • g
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4' S' 4' TERMITE TREATED FILL z E > 4' 6' 6' 4'
s z F �u TERMITE TREATED FILL 6 • 6 6 • 6 • BAI�:R ON
4' 6' 6' 4' n OPT. SCREEN
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s (2) °b RESAR U in OWRE
s I'-8' (3) 5 REBAR ON CHAIRS 2'-0' (BORA-CARE) SECURE STUDS
BLK W/ j'x9' ANCHOR
ON CHAIRS
ls) N CHAIM GARAGE DOOR FOOTING ATTAC H �. TO STM PLATE T uu 2' 14 STPO SET M
ON CHAIRS SIMPSON HKaH BTREtJ�sTH
2—STORY FOOTING 2—STORY FOOTING AT 2- STORY FOOTING SCALPS in'•I'-0' MANUFACTURERS
# ENT AS PER uu SIMPSON O SP -4
1—STORY FOOTING AGE GARAGE BLK. WALL AT GARAGE � 32' Or- MAX Ems' 6' . MrhL
6�_��R SPECS. 32' oC MAX. 6 $ E_ • -0' 6 C 0' FM FLR
@)_AT�§&�GE�.
3 I/1' CONC, REINF. W/
• 6'xb' MAXIMA WWF OR
SECURE ST. PLATE TO \
PIDERMESH ON 6 -MIL
BLAB Wr �'x9' ANC -HCR POLY ETHYLENE VAPOR
BARRIER ON
SECURE ST. PLATE TO BOLT W/ 2' WASHER SET M f z
BLK W/ !ll 10d MASONRY PAYERS •6' WELL -COMPACTED CLEAN
SIMPSON Wr-44 STRENGTH
NAILS 32' OCG. (MAX) EPDXY 6' EMBED. MR � z n U I'-4' T 2) 4b E CREATED FILL
32' OC MAX L I �b CONT. I'-0'
(2) �S REBAR ON CHAIRS
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B' CMU FILLED cELL (tYPa " STRENGTH EPDXY b' Eh�ED.MIN TRENCH FOOTING 1—STORY FOOTING
2X WALL FiQAMINCs A AT ALL PAVER AREAS
a2:L
AT L.B.W. W UPLIFT
(3•i W' ANCHOR BOLTS or (3VXS' ■
3 I/2' GONG. RE". W/ - ° • _ • J -BOLTS MIN. 6' EMMOMENt WV 21)OIAW' ~~ ~ °
6'x6' WI.4xW 4 WWF OR 3 1/2' GONG, REINF. W/ WASHER AND NUT SPACED EVENLY FROM
SH ON 6 -MIL 6'xb' W.4xWlA WWF OR FLOOR TO BOND SEAM. SET M JOINTS '
Z FISERr IE FISERMESH ON 6 -MIL 3 1/2' CONI, REINF. W/ b'xb'
POLY F PRIOR t0 FILLM & (SLEEVED ANCHOR M
'^ s 4' S' 4' BARRIERER ETHYLENE
VAPOR s
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WELL -COMPACTED CLEAN 4' I'-0' 4' WELL -COMPACTED MEAN
TERMITE TREATED FILL TERMITE TREATED FILL BARRIER ON WI=LL -COMPACTED
(2) 45 REBAR ON CHAIRS I'-8' CLEAN TERMITE TREATED FILL d
(3) d5 IFESAR ON CHAIRS °
1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO
TVP. RETROFIT FOR d � BONS SAM
BLOCK WALL CONNECTION OMITTED DOWELS TIE VERTICAL REBAR VARIES PER ELEv
(� AT L.B.W. W NO—UPLIFT) (� AT L.B.W. 12 A = _® L TO HORIZA0' HO _ REMAR
cJ SGAI.Ez V2'■I'-O' cJ B SGALEz V1'•I'-0' SCALE: 1/2'■I'-0' p REBAR W/ 1(d' HOOK f t0 HORIZAt ONAL
`n U b' PVC CHASE TWNQU FOOTMCs GROUTED BOND BEAM ° �.. REBAR W/ 10' HOOK
1 -STORY VARIES PER ELEV.VARIES PER ELEV.
g' VARIES 8' CAULK AND SEAL (2) Ob REAR ON CHAIRS a ,
2 -STORY z
3, g' (3) db REBAR OV CHAIRS, 1= d P GROUTED BOND BEAM
C
(2) 45 REBAR 0 I-KICKY4. F
A d d. ° (3) 9 PESAR O 2 -STORY
GAS LINE ° ° aA a OUTSIDE t0 DE (l) VERTICALLY W/ CONC,Q
R-4.1 INIS6W_. MRL a
I k PvC SLEEVE FOR GAB LINE
\\/\\\\/��\ \\\ \\\/ / S' CMA 1
//i,//,./ . /r 0 I/1' GYP. LLl. DD.
WOOD BASE
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SHOWER RECESS FOOTER 6-MILWIAxWPOLY OR ETHYLENE
OR
10 BABE REBAR �Ap
AT FOOTING >= 6 -MIL ON WELL-Ga-nYA FOR W46 CTIO'I'�Ec' a ° d ` -CLEANOUT REMIXED
SCAL.Es r■1'-a B j O CLEAN TERMITE TREATED Flu FOR INSPECTION
to FOR INSPECtION
z z .
. . z
y a.
.a. _ _
1 4
P RECESS FOR a° o o 4 a F a °
S,G.D. TRAGIC � ° �
a . d 6' PVC CHASE THRU FOOTINGS 0'-0' FM FLR 0'-0' IF FLR
6' FINISH FLOOR
VERTICAL !REBAR ° °d TIE VERTICAL REBAR
m
4. a a s ° t0 WIORIZATIOMAL ° d ° t0 HORIZATIONAL
ll) 45 VERT. DOWEL
< 4 4 LAPPED W/ BOND BEAM l!! I -STORY d.'' RESAR W/ 10' HOOK e.< REBAR W/ 10' HOOK
d
(1) �5 REBAR AT COMERS 4' 8' 4' (2) 45 RESAR ON CHAIRS /
° d W/ 25' LAP MR _`� s 2 -STORY Jz
d g _ a ''-4' (3) 4b RESAIR ON CHAIRS
° ° e .°
HORIZONTAL/ VERTICAL
1—STORY FOOTING HORIZONTAL VERTICAL REINFORCING AT
TYP. REBAR LAP BEARING CHANGE
SLAB AT S. G. D. GAS LINE THRU BLOCK AT LINTEL CORNERS D W BLOCK WALL &_414!2�CING
F E_ • _
11 SCALE= I'■r _ • 0 OC
_
CA R C H IT E C TS
wrvuwuvu, rL s.dI OV
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL,:
S UMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
FOUNDATION
DETAILS
ARCHITECT -
STATE OF FLORIDA
D#E: k,6/2/18
ALE: 1/4"=1=— 0"
SHEET
5 Aop- 9
\DOODOOOODI
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL,:
S UMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
FOUNDATION
DETAILS
ARCHITECT -
STATE OF FLORIDA
D#E: k,6/2/18
ALE: 1/4"=1=— 0"
SHEET
5 Aop- 9
IT -4"
11'-2"
101-/ II
KJ
■ ii ISO ■ _
■
251-011 '
N
25'-S" ■
4
■ m
�t
N
■
4
4
N 1(i
■ N
i
■ N
i
N
m
■
■
■ m
m � ■
C14 ■ ■
N i -
b-
N ■
m � -
r■ 81.811
`n 4'-a" ■
m
■ ■ ON
■
m
1' -all
2'-4"
I -oII
191- S"
,DOWEL
PLAN
SCALE: 1/4 = 1'-0' ELEVATION
rA R C H I T E C TS
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
DOWEL
PLAN
ARCHITECT:
STATE OF FLORIDA
D E: 6 /2 /18
0 ALE 1/4"=1'-0"
SHEET
5BOF 9
- - -
- - - - - - - - - - - - - - - - - -
II II
II II
II II
II II
LANAI
51-4' CLG.
II II
(2) 25 -SH
FOYER
' CLC•
L-25
ENTRY 1.-2
S'-4' CLC.
L -2A
II
6080 SGD
L-5
DINETTE N L -5A
Sl -4' CLC 4
(
I
I
GREAT ROOM---
I
I
11
it
II O
I; Ej Qlo
�I
00
I J I l
I �
J I I
II
11
KITCHEN
51-4' CLC.
II
L-------� II
I I II
---'--------- - - --
�I
oH -_---
4;� a
--NOL-6
lu
I I
it I
II I
i STUDY
S'-4' CLG,
0
lit
2 CAR GARAGE
9'-4' CLC•
---------------------------
b
L-1
16'-0' X 1'-0' OW40
LINTEL PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'C'
GENERAL NOTES:
I. CODES
I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 4 8606
1.2_ FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 19012 4 2107.
1.3, BUILDING CODE REaUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08).
1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10).
2. CONCRETE:
2.1. CONCRETE COMPRESSIVE STRENGTH AT 26 DAYS:
2.1.1. PRE -CAST LJ/STANDARD REINFORCEMENT -4000 PSI
2.1.2. PRE -CAST WA RESTRE58 REINFORCEMENT -6000 PSI
2.1.3. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO 11' SLUMP.
22. REINFORCING BARS:
22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM 4615 (GRADE 40).
23. F'RE-STRESSED STRANDS ASTM A416 7 -WIRE, STRESS RELIEVED 270 K51
2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS,
3. MASONRY:
3.1. DE51GN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08.
3.2. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 1-51.
33. MORTAR SHALL BE TYPE S.
4. STRUCTURAL:
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM AGCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTION 8606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5
LOTT S Cel'
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
TABLE No. 11
SAFE WORKING LATERAL LOADS (PLF)
8" x 8" LINTELS
TYPE
Sl -4'
5RCG. HT,
COMMENTS
L-1
LINTEL
8/28-S-(I)J/(IX
SAFE LATERAL
(PLF)
LOADS
LINTEL
8/14-5-(UUKO)L
SAFE LATERAL LOADS
(PLF)
TotalT
Length
� e
8'x8'
PLAIN
8'x8'
SOLID
Total Length
4'-0'
T14 -HEADER
B' DOOR
PAIN
8' DOOR
HEADER
SOLID
1'•10'
Recast
1998
3964
3'-8'
8/16-5-(1JU/(0)L
Precast
1112
2011
3'-6'
Recast
1168
2318
4'-0'
(2).2
Recast
950
Ibil
4'-0'
Recast
844
1614
4'-2'
PRECAST
Recast
861
1511
4'-6'
Recast
638
1266
4'-4'
Y-4'
Recast
185
1386
4-8'
Recast
586
1163
4'-8'
5'-4'
Precast
659
1165
5'-4'
Recast
666
1355
5'-B'
1881
Recast
650
1111
5'-10'
Recast
543
1105
6'-8'
1410
Recast
504
964
6'-4'
Recast
634
1364
1'-B'
1283
Recast
411
181
6'-6'
Recast
612
1286
8'-B'
1232
Recast
356
664
6'-8'
Recast
518
1111
9'-8'
682
Precast
286
535
1'-6'
Recast
446
938
(2) 4
(2) 7
510
991
l' -B'
Recast
425
894
8'-0'
Recast
381
814
8'-4'
Recast
354
145
9'-4'
Recast
211
583
10'-6'
Recast
191
453
11'-4'
Recast
198
620
12'-0'
Recast
164
549
IT4V
Recast
143
504
13'4
Recast
116
404
14'-0'
Recast
99
391
14.8'
Prestressed
NA
341
V-4'
Prestressed
NA.
302
Il' -4'
Prestressed
NA
213
19'4'
Prestressed
NA
116
20'•0'
Prestressed
NA
159
11'-4'
Prestressed
NA
131
11'-4'
Prestressed
NA
110
24'-0'
Prestressed
NA
%
NR = Not
Recommended
II' -2'
PRECAST
LOTT S Cel'
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
Sl -4'
5RCG. HT,
COMMENTS
L-1
11'-4'
8/28-S-(I)J/(IX
PRESTRESSED
L-2
4'-8'
8/14-5-(UUKO)L
RECESSED
L -2A
8'-4'
8/24-5-(IJUK1A-•
(2)7
L-25
4'-0'
8/24-S-(1,U/(0)L
1509
L-3
4'-6'
8/16-S-(DUK0)L
NO
L -3A
4'46'
8/16-5-(1JU/(0)L
2415
L-4
1'-8'
8/16-5-0,UKiX
4815
L-5
1'-6'
8/16-S-lix=t/(1J1
(2).2
L -5A
1'-8'
8/16 -S -(I U/(1)L
.sum
L-6
3386
4'4'
3'-2-
) #5 CONTINUOUS
,-- B'X16- KNOCKOUT BLOCK
PSI GROUT
PLACED IN FIELD)
-TOP BARS: slum
SEE SCHEDULE r
(1) #5 CONTINUOUS
t32" STIRRUPS AT 4'-0" cc
IED OR MELDED)
MOM BAR a)
:E SCHEDULE (PRECAST)
.11.
8/16-S-(1) #5/(1) JL5
PRECAST
8/8-S-0) #5,110) #5 8/6-S-(1) #5AQ)
NOMINAL WIDTH/HEIGHT OF LINTEL
F- PLAIN OR SOLID LINTEL
18/16-P-#U/#L1
No, OF ADDITIONAL #5 BARS IN UPPER
FID I nUCD I TMTCI rA\/TT)/
(2) STRANDS 7/16---
1 ' 7 VIRE STRESS RELIEVED
MIN. C77Oi PRESTRESSED
LE
8/16-S-(1) #5/(1) #5
PRESTRESSED
(1) #5 CONTINUOUS
3
8"X16" KNOCKOUT BLOCK
A
43000
• :
INFIELD)
!PLACED
TOP BARS:
:}•�
SEE SCHEDULE
UPLIFT UPLIFT
CAPACITY CAPACITY
175L NSU (U5L (2)SU
(1) #5 CONTINUOUS
I f•..i ,
PRECAST
(2)7
7/32' STIRRUPS AT 4'-0" cc
(TIED OR WELDED)
(2) STRANDS 7/16---
1 ' 7 VIRE STRESS RELIEVED
MIN. C77Oi PRESTRESSED
LE
8/16-S-(1) #5/(1) #5
PRESTRESSED
36'
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
-!N
LINTEL
LENGTH
CLEAR
SPAN
•
LINTEL STEEL
BOTTOM BAR TOP BAR
d1rNX1
�..., ••.•
UPLIFT UPLIFT
CAPACITY CAPACITY
175L NSU (U5L (2)SU
2'-10'
1'-6'
PRECAST
(2)7
(2)7
4245
1809
1509
8529
10000
�. .04
NO
s111t0
•
(2) 7
2415
3831
3831
4815
4815
4'-0'
2'-8'
PRECAST
(2).2
(2) 7
1163
2111
.sum
•: •••1
36'
NR- NOTRECOMSNDED
TABLE NO. 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN BOTTOM TOp CAPACITY CAPACITY CAPACITY CAPACITY
BAR BAR (0)"5L OTU lint (1151 (I)SL (I)ISU WSL 1175U
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL T=-"
RAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTCM BAR TOP BAR (0nL (U5U (1)% 051 (U51- (Int [1151. (2)51
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITYII �G'vTy
RIUPLIFT UPLIFT
LENGTH 5PA4 CAPACITY APACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR (0nL (1751 (U5L (InU (1)'5L (9% (U5L (2)511
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR CAPACITY (0)5L (1151 (175L Ww% WSL (1750 (InL (2)5U
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL CLEAR LINTEL TYPE LINTEL STEEL UN'PILLED GRAVITY GRAVITYUPLIFT UPLIFT
LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR CAPACITY (I)5L (0151 (1751. (1151 (1751. /1751 IInL (175U
S
3j'
3d'
8/20-S-(1) #5 /(1) #5 8/24-S-(1) #5 /(1) #5
8/16-S-(1) 95/(1) #5
316'
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR TOP BAR
UNFILLED GRAVITY
GRAVITY CAPACITY
CAPACITY (L5L (0)51
GRAVITY
CAPACITY
M5L (I)SU
UPLIFT UPLIFT
CAPACITY CAPACITY
175L NSU (U5L (2)SU
2'-10'
1'-6'
PRECAST
(2)7
(2)7
4245
1809
1509
8529
10000
Y -b'
2'-2'
PRECAST
(2) 7
(2) 7
2415
3831
3831
4815
4815
4'-0'
2'-8'
PRECAST
(2).2
(2) 7
1163
2111
2111
3386
3386
4'4'
3'-2-
PRECAST
(2).2
(2) 7
1343
2165
2165
2608
2608
4'4'
Y-4'
PRECAST
(2) 7
12).2
1232
2011
2011
2421
2421
5'-4'
4'-0'
PRECAST
(2).3
(2) 7
1006
1651
1651
1810
1881
5'-10'
4'4'
PRECAST
(219
(2) v22-1
PRECAST
1423
1413
1410
1609
b'-4'
5'-0'
PRECAST
(2) •4
(2) 7
140
1283
1283
1216
1405
6'-6'
5'-2'
PRECAST
1 (2) 4
(2) 7
110
1232
1232
1145 1
1348
6'-8'
5'-4'
PRECAST
(2)4
(2) 7
682
1184
1184
1081
1295
l-6'
b'-2'
PRECAST
(2) 4
(2) 7
510
991
991
825
1082
T-8'
6'-4'
PRECAST
(2)-4
(2).2
551
959
%9
184
1041
8'4'
6'-8'
PRECAST
(2) 4
M-2
518
901
902
112
984
8'-4'
T-0'
PRECAST
(11'4
(2) 7
488
851
851
646
921
9'-4'
8'-0'
PRECAST
(214
(2) 7
416
126
126
499
190
V-1-
9'-2'
PRECAST
(2) 4
(2) 7
354
618
618
380
613
11'-4'
10'•0'
PRECAST
!1) 5
(1) 9
315
%1
561
311
601
12'•0'
10'-8'
PRECAST
(2) 5
(2) 9
292
525
525
211 1
561
12'-6'
II' -2'
PRECAST
(2)-,
M-3
211
498
498
251
511
13'-4'
IT -0'
PRECAST
(2)-5
(2) 9
255
458
458
214
442
14'-0'
T-8'
PRECAST
(2).1
(2) 9
239
430
430
190
395
14'-8'
13'-4'
PRE67RE65ED
(2) 14
(2) 7
NR
418
418
230
446
5'-4'
14'-0'
PRESTRESSED
(2)'4
(2) 7
`LR.
319
319
210
401
Il' -4'
I6'-0'
PRESTRESSED 1
(2) 4
(2) 7
NR
288
288
163
311
19'-4'
18'-0'
PRESTRESSED
(2)5
(2)-3
1 N.R. 1
224 1
224
131
254
321
18'-8'
FRESTR 56ED
(2)s
(2).3
NA.
201
201
122
231
21'-4'
20'-0'
PRESTRESSED
(21 5
(2).3
N.R.
ill
111
101
208
22'-0'
20'•8'
PR'cSTIESSED
l2) 5
(2) 9
NX
164
164
100
I%
24'•0'
22'-B' 1
PRESTRESSED I
(215
M-3
NR.
132
132
84 1
163
NR- NOTRECOMSNDED
TABLE NO. 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN BOTTOM TOp CAPACITY CAPACITY CAPACITY CAPACITY
BAR BAR (0)"5L OTU lint (1151 (I)SL (I)ISU WSL 1175U
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL T=-"
RAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTCM BAR TOP BAR (0nL (U5U (1)% 051 (U51- (Int [1151. (2)51
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITYII �G'vTy
RIUPLIFT UPLIFT
LENGTH 5PA4 CAPACITY APACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR (0nL (1751 (U5L (InU (1)'5L (9% (U5L (2)511
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR CAPACITY (0)5L (1151 (175L Ww% WSL (1750 (InL (2)5U
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL CLEAR LINTEL TYPE LINTEL STEEL UN'PILLED GRAVITY GRAVITYUPLIFT UPLIFT
LENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR CAPACITY (I)5L (0151 (1751. (1151 (1751. /1751 IInL (175U
S
3j'
3d'
8/20-S-(1) #5 /(1) #5 8/24-S-(1) #5 /(1) #5
8/16-S-(1) 95/(1) #5
316'
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH STAN CAPACITY CAPACITY CAPACITY CAPACITY
i
BOTTOM BAR TOP BAR (0)5L M -5U (175L (1750 (1751. (Intl (I75L (2)'SU
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 32" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
50TTOM BAR TOP BAR
GRAVITY GRAVITY
CAPACITY CAPACITY
(CAL (951.1 (InL (InU
UPLIFT
CAPACITY
(105L (I)'5U
UPLIFT
CAPACITY
M% (2)51
I
PRECAST
(2)
(2) 7
10000
10000
10000
10000
3'-b'
2'-1'
PRECA5T
(2)7
10000
10000
10000
10000
4'-®'
2'•8'
PRECAST
(2)7
12)7
9213
10000
10000
10000
4A,'
3'-2'
PRECAST
(2)-2
(2) 7
6940
10000
10000
10000
4'-8'
3'-4'
PRECAST
M-2
(2) 7
6364
10000
10000
10000
5'-4'
4'-0'
PRECAST
(2).3
(2) 7
10000
10000
%19
10000
5'•10'
4'-6'
PRECAST
(2) 9
(2) 7
8543 1
10000
1816
1 10000
6'-4'
5'-0'
PRECAST
(2) 4
(2).2
10000
10000
6529
10000
6'•6'
S' -Y
PRECAST
(2)-4
(1J 7
10000
10000
655
10000
b'-8'
S'-4'
PRECAST
M-4
(2) 7
10000
10000
5811
10000
1-6'
6'-2'
PRECAST
M-4
(2) 7
8581
10000
4455
8916
1•8'PRECAST
(2) 04
(2) -2
8111
100
00
4240
8491
FREC46T
(2) 4
(2) 7
1436
10000
3853
1121
PRECAST
M-4
(2) 7
6194
10000
3516
1060
9'•4'
8'-0'
PRECAST
M-4
(2) 7
5193
6983
2121
5501
10'•6'
9'-2'
PRECAST
1214
(2) 7
40%
5043
2094
4248
ll' -4-
0'-0'
PRECAST
(2).5
(2) 9
4211
4221
1163
3593
0'-8'
PRECAST
(2) 5
01 9
3119
3119
1549
3110
12'-6'
11'-2'
PRECAST
(2) 5
(2).3
3412
3412
1411
2099
1'-4'
12'-0'
PRECAST
(2) 5
(2) 9
29%
2998
1218
2516
14'-0'
11'-8'
PRECAST
M-5
M-3
2131
21311088
2260
14'-8' 1
13'-4'
PRESTRESSED
M-4
f2).2
3231
3231
149
1484
V-4' 1
14'-0'
PRESTRESSED
(2) 4
(2).2
2945
2945
683
1355
11'-4'
I6'-0' 1
PRESTRESSED
(Z) "4
(2) 7
2280
2180
532
1055
n'-4'
18'-0'
PRES'TFE95ED
(115
(1) 9
1813
1813
426
844
20'-0'
18'•8'
PRESTRESSED
(2) 5
(2) 9
1688
1688
391
188
21'-4'
20'-0' 1
PRESTRESSED
1
(119
1413
1413
348
b91
PRE5TRE55ED
(2) 5
11) 9
80
1380
321
649
14'-0'
22'-8'
PRES'T�SSED
(2) 5
(119
1141
1141
214
544
REINFORCING
SAFE
8" X
TABLE No. 8
SCHEDULE & LOAD CAPACITIES
WORKING LOADS (PLF)
14" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR TOP BAR
GRAVITY
CAPACITY
(0)`SL (1751 (InL
GRAVITY
CAPACITY
(95U
UPLIFT
CAPACITY
MSL (I)'5U
UPLIFT
CAPACITY
(U51- (2)511
T-10'
I'-6'
PRECAST
(2) 7
(2).2
8116-0000
0000
10000
T-6'
2'-2'
PRECAST
(2) 7
(
5014
10000
10090
10000
4'-0'
2'•8'
PRECAST
(2).2
(2) 7
3651
10000
1440
10000
4'4'
3'-1'
PRECAST
(2) 7
(2).2
2141
1021
5611
8228
4'-8'
3'-4'
PRECAST
(2) 7
(2) 7
2519
6231
5150
1216
5'-4'
4'•0'
PRECAST
I (2191217
4111
4411
3169
4830
5'-10'
4'-b'
PRECAST
1 M-3
(2) 7
3344
3564
3065
3865
6'-4'
1 5'-0'
PRECAST
M-4
(2).2
3038
3038
1 2539
3219
v-6'
I 5'•2'
PRECAST
(D-4
(
2881
2881
2393
3048
6'•8'
1 5'-4'
PRECAST
(2)'4
1217
2138
2138
2259
2895
1-6'
6'•2'
PRECAST
M-4
(2) 7
21%
2193
1129
2309
T-8.
6'-4'
PRECAST
(2)4
2108
2108
1645
2219
8'-0'
6'-8'
PRECAST
(2)•4
I%l
1961
1494
2058
V-4'
1'-0'
PRECAST
(2)-4
1825
1825
1363
-Isla
9'-4'
8'-0'
PRECAST
(2) 4
(2) 7
511 1
511
1054
1591
9'-2'
PRECAST
1 (2) 4
(2) 7
%5
1265
801
1324
Il' -4'
10'-0'
PRECAST
(2)S
1138
1138
618
1181
10'-8'
PRECAST
(2)5
(2)9
1041
1041
594
1081
IT -b'
11'-1'
PRECAST
(1)5
(2)
988
988
1 541
1 1025
13'-4'
12'-0'
PRECAST
M-5
(2) 9
902
902
1465
935
14'•0'
12'-8'
PRECAST
MS
(2) 9
842
842
1414
858
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH STAN CAPACITY CAPACITY CAPACITY CAPACITY
i
BOTTOM BAR TOP BAR (0)5L M -5U (175L (1750 (1751. (Intl (I75L (2)'SU
I'-
8/14-S-(1) #5/(1) #5
32'
A R C N I T E C T S
Des'o2Grou.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA
#:0003325
ti
411
Ato
rvN,,l��
• .
`
I'-
8/14-S-(1) #5/(1) #5
32'
A R C N I T E C T S
Des'o2Grou.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA
#:0003325
ti
0.
r�
v,
Q
a
A
00
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b
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
LINTEL
PLAN
(LOTT)S)
ARCHITECT
STATE OF FLORIDA
2 2018
D E: 6/2/18
S C ALE: 1/4"1=10 -Opp
SHEET
5COF
AST= RETEt
LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
9'-4'
5RG. NT.
COMMENTS
L-1
1i'-4'
8F25-15/iT
PRESTRESSED
L-2
4'-6'
8RF14-054T
RECESSED
L -2A
V-4'
SF24-15/1T
BF8-IT
L-25
4'-0'
SF24-05AT
8F24 -IT
L-3
4'-6'
SF16-05/1T
L -3A
4'-6'
8Fi6-0511T
-._
L-4
-1'-6'
SFi6-154T
3151
L-5
1'-6'
SF16-154T
ROM
L -5A
'1'-6'
SF16-154T
3524
-
L-6
4'-6'
SF16-0511T
1001
-
SAFE LOAD 7ABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8'PRECA5T U -LINTELS SAFE LOADS (LBS/FT)
410-411- GRAVITY
OVERALL LINTEL LENGTH 8F8 -0B OF12-0B 8F16-05 8F10 -0B 8F24 -0B 8F28 0B 8F32-08 - - -
(TYPE OF LINTEL) Sus
2'-e' TO N-6' (PRECAST)2231 3069 3119 5163 6601 8054 9502 10551 -
- 3'-1' TO 4'-0' (PRECAST) eHB 2561 2151 - 3820 4890 5961 1034 8101 - - -
4'-I' TO 4'-6' (PnCAST) 699 1969. 2110 2931 3153 %lb 5400 6224 -
4'-1' TO S'-4' (PRECAST) 1349 1438 1999 1 2560 1 3123 1 3686 1 4241 - -
LINth L LAN
SCALE: 1/4 = V-0' ELEVATION
-------------------------
8'-8' CLCz.
1
16'-0' X 1'-0' a*0
1" 1>4TERIALS GENERAL NOTES a. Safe load rating based on rational design 5)4FE LO)4D T)4BLE NOTES 7 T FF= DEe1GN,4TiON '5MIINBA REQp P
analysis per AGI 318 and AGI 530 °' 1-1/2' CLEAR
10. The exterior surface of lintels installed in 'm=1500pst
I. f'c 6' precast lintel = 4000 pal I. Provide NII mortar bed and head joints. exterior concrete masonry walls shall have a I. All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe _ Q S
2. F'c prestressed lintel = 6000 psi 2. Shore filled lintels as required. coating of stucco applied in accordance "` nominal bearing. Exception: Safe loads for unfilled load From next lower height shown. F -FILLED WITH CsROUT / U UNFILLED -
3. Grout per ASTM G416 F'g - 3000 psi w/ 3. Installation of lintel must comply with the with ASTM C-296 or other approved coating. SEE SAFE LATERAL LOAD lintels must be reduced by 20% if bearing length is 8. For lintels lengths not shown, use Ba Fe load from r --QUANTITY OF S REBAR AT ll 1L ° C.M.U.
maximum 3/8 inch aggregate e 8 to 11 inch architectural and/or structural documents. 11. Lintels loaded simultaneously with vertical TABLES FOR LOAD RATING leas than 6 1/2 Inches. next longest length shown BOTTOM OF LINTEL CAVITY Q =
6lump 4. U -Lintels are manufactured with 5 1/2' 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 Q
4. Concrete Masonry Units (CMU) per ASTM notches at the ends to accommodate vertical loads should be checked for the combined REINFORCED CMU FULL 3. Safe loads are Superimposed allowable loads. 10. All safe loads based on simpiy supported Z <
4. Safe loads based on r de dl A
C90 w/minimum net area compressive cell reinforcing and grouting. loading with the following equation: COURSE g a 40 or grade 60 field span.OF I 1E3/1T
� � GROUT
strength .1900 psi 5. Reference the CAST -CRETE Load Deflection rebar. It. The number to the the parenthesis indicates the
5. Rebar per ASTM A615 grade 60 Graph broclIure for lintel deflection information. Applied vertical load Applied horizontal load 5 10 /2' CLR TTP 5. One 01 rebar may be subbtituted for two 05 rebars percent reduction for grade 40 field added Z
6. Prestressing strand per ASTM A41ro grade 6. Bottom field added rebar to be located a the Safe vertical load Safe horizontal load In 8' lintels only rebar. Example 1'-6' lintel type 8F32 -1B safe 05 REBAR AT BOTTOM
210 low relaxation bottom of the lintel cavity: .+ : 6. The designer may evaluate Concentrated loads ravit load - 6412(m) w/ 15% reduction 6412 QUANTITY OF 05
(2) "5 REBAR from the safe load tables b calculating the g y REBAR AT TOP 0 OF LINTEL CAVITY
1.- Mortar per ASTM C210 type M or S 1. 1/32' diameter wire stirrups are welded to the 12. Additional lateral load capacity can be y g (.85) 5501 If
bottom steel for mechanical anchorage. obtained lvthe designer b providing 0 0 GR40 or GR60 maximum resisting moment and shear at d -away from p
y 9 y p 9 NOMINAL HEIGHT BOTTOM REINFORCING
8. _Gast -in-place concrete may be provided to additional reinforced concrete masonry above face of support. 1-5/8'ACTUAL PROVIDED IN LINTEL
composite lintel in lieu of concrete masonry units. the lintel. See detall at right: NOMINAL WIDTH (VARIES)
8' NOMINAL WIDTH
SArt LVAL)S (Llt�S/r I) F5'F'REGAST U -LINTELS
UPLIFT
4C"W4`e0MW
OVERALL LINTEL LENGTH
UPLIFT
8RFI0-IT
81rv14-It
LATERAL -
OVERALL LINTEL LENGTH
BF8-IT
8F12 -R
OFI6-IT
SF20-IT
8F24 -IT
SF28-1T
BF32-R
-
".6
(TYPE OF LINTEL) -
-_ <_-
-._
- _ ..
-- - -
-
3151
4445
5118
8F8
ROM
2'-8' TO 3'-6' (PRECAST) _
1569
2655
-
3524
-
4394
5263
6132
1001
-
1025
1024.
1598
-
3'-1' TO 4'-0' (PRECAST),
1363
_.
2305
_ _
3060
,,.._.-._
3815
_
4510
.,-_
5315
_ _
6019
-.., _..
165
763
1309
4'-r TO 4'-6' (PRECAST)
1201
_
2040
M_.
2101
-.
3315
. _ �-
4043
_._. _
- 4111
5319
_
-
592
591
1013
4'-1'YO F-4' (PRECAST) -
1016
_..
1115
2216
2838
3399
3961
4522
-411
411
339 -
-143
616
909 1561 1090 2593 3101 3620 4133
5'-5' 70 9'-10' [PRECAST[ 340
5' -II' TO 6'-6' (PRECAST)
835
-,.
1401
1868
_..,...
2329
,,.
2190
„. >.
3251
_
3112
501
121
490
TO T-6' (PRECAST)
127
1065
_
1 1624
�- _
2025
2426
. >. _
2821
3229
.., .-__
424
534
363
7'-T TO 9'-4' !PRECAST)
591
109
_
1136
1414
IBIS
2151
2500
316
512
401
230
180
530 515 916 1189 1461 1136 2011
9'41' TO 10'-6' (PRECAST) - _ 284
10'-l' TO p`-4' (PRECAST)
414
504
800
_
1031
1214
1513
'I369�-
1153
-
260
452
154 -
11'-5' TO 12'-01 (PRECAST)
410
%8
724
-
938
1153
-
19®5
244
402
131
12'-1' TO 13'-4' (PRECAST)
419
_
386
601
- -
185
964
1143
1323
-�. . _. .
717
324
110
13'-5' TO k'-0' (PRECAST)
384
.,
356
K
560
124
889
1054
1220
.
205
299
100
-
14'-1' TO 14'-6' (PRESTRESSED)
239
_
334
520
612
825
919
_
1131
_
NR
284
51
14'-9' TO 15'-4' (PRESTRESSED)
224
313
486
621
169
911
1054
15'-5' TO n'-4' (PRE9TRE9SED)
161
-
263
405
521
638
156
873
NR
194
64
h'-5' TO 19'-4' -!PRESTRESSED)
162
229
346
441
541
641
141
NR -
148
57
TO 21'-4' (PRESTRESSED)
142
1 204
>
301
393
...
480
568
.. _
655
,- ..
NR
125
42 -
TO 22'-0' (PRESTRESSED)
Lal
- 191
295
3143
462
546
630
NR
II6
40
22'-1. 70 24'-0' (PR
R4 - 119
2 61
342 416
492
561EaTRE95EDl
NR
91 -
30
8' PRECAST W/2' RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT)
S'PRECAST W/2* RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT)
40-4-n-
UPLIFT
OVERALL LINTEL LENGTH
8RN -R
8RFI0-IT
81rv14-It
RA
8RFi8-IT SW22-IT BRF26-IT B30 -IT
(TYPE OF LINTEL)
J
-
_ _
_30%
-
".6
ale:
RCM
3'-6' TO 4'-4' (PRECAST)
905
1668
1362
3151
4445
5140
198
151
1164
4'-5' TO 4'-6' (PRECAST)
861
_
1604
1112
~1191
2939 3601
_ - _. _,._ - - -. ,_.
-
4115
_. _..
4943
_..-..
694
693
1013
615
1269
2326 2854
3381
3911
4'-1' TO Y-8' (PRECAST)
-
408
401
655
655
1201
1146
1159 7133
3186
3199
5'-9' TO 5'-i0' (PRECAST)
.`-919
_-
381
381
616
910
4530
2429
2819
33291
5'-11'_.70 6'-e' (PRECAST)
-
59.5
188
464
b'-9' TO 1'-6' (FRECAST)
506
142
X468
1364
, . -
Ilb5 2166
--
`
1561
2965
-
509
614
363
395
804
1221 540
1859
2180
I'-1' TO 9'-e' (PRECAST)
310
490
214
A R C H IT E C TS
IDs Sn
rn: 4V/ -114 -OU 10 - - -
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
LINTEL
PLAN
(CAST -CRETE)
ARCHITECT-
STATE OF FLORIDA
JUN 2018
JAM CANTWELL
AR NO 12079
TE:\\6/2/18
/
CAME: 1/4"'=1'-0t'
SHEET
5DOF 9
(� QUALITY PRECAST COMPANY
I-\ 1'LTI 'STRONG' ON SERVICE
P.O. Box 11 - Brandon, Florida 33509-0011
LINTEL
NO.
LENGTH
TYPE
9'-4'
5RG. NT.
COMMENTS
L -I
1"I'-4'
8/28-8-MILIKIA-
PRESTRESSED
L-2
4'-8'
8/14 -S -(I UK0)L
RECESSED
L -2A
V-4'
8/24-8-MILL/ML
LINTEL TYPE
L-25
4'-0'
8/24-8-MILI (0X
GRAVITY
L-3
4'-6'
8/16-S-11X1/(0X
SPAN
L -3A
4'-6'
8/16-S-(I)U/(0x
CAPACITY
L-4
i'-8'
8/16 -S -(lx KI)L
PRECAST
L-5
-1'-6'
8/16-5-(iJU/CIX
DETAILW
L -5A
1'-8'
8/16-5-01u/ML
V-6"
L-6
4'-6'
10 00
10000 10000
LINTE PLAN_
SCALE: 1/4 - 1'-0' ELEVATION 'C'
3'-2"
REINFORCING SCHEDULE & LOAD CAPACITIES
REINFORCING SCHEDULE & LOAD CAPACITIES
3'-4"
SAFE
WORKING LOADS
(PLF) 8" X
16" COMPOSITE
SAFE
WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE LINTEL STEEL TOP
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
7-0"
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITYCAPACITY
(1)#5L (2)#5U
PRECAST
11'-4"
10'-0"
PRECAST
DETAILW
DEfAILV DETAIL'(1
DETAIL'K'
(0)#5L (1)#5U
V-6"
PRECAST 2 D4.5 WIRE
2 No. 3
10 00
10000 10000
-1-000-
(0)#5L(1)#5U (1)#5L(1)#5U
2'-2" I
PRECAST (2) D4.5 WIRE
(])#5L (2)#5U
10000
1 10000 1 10000
10000
4'-0"
2'-8" 1
PRECAST (2) D4.5 WIRE 1
(2) No. 3
(1)#5L (1)#5U
1 10000 1 10000
1 10000
20'-0"
18'-8"
PRESTRESSED
21'-4"
DETAIL'U'
DETAIL'V'
DETAIL'U' &'V'
DETAIL'W'
2'-10"
1'4"
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'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-6"
3'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-8"
34"
PRECAST
(2) D4.5 WIRE
2 No.3
9576
10000
10000
10000
54"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No, 3
7009
10000
10000
10000
5'-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
10000
7-6"
6-2"
PRECAST
(2) D4.5 WIRE
2 No. 4
5748
10000
6723
10000
7-8"
64"
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"
7-0"
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
1 Y-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
12'-6"
1 Y-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'-8"
PRECAST
(2) No. 3
2 No. 5
2278
2698
1691
2856
14'-8"
134"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
3326
3326
1829
2919
6382
5'-8"
4'-4"
4'-0"
2 No.4
3839
3839
6'-8"
54"
15-4"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
3031
3031
1666
2702
2121
9'-8"
8'4"
8'-0"
2 No.4
1113
1455
174"
16-9'
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2346
2346
1290
2210
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
PLAIN #5 (1) U (0) L
2 No.4
SOLID
#5 (2) U (1)
DETAIL'DE' DETAIL'DF'
DETAIL'DE' &'DF DETAIL'DG'
3'-8"
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1865
1865
1029
1869
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE
2 No.5
2970 4965
4401
4401
4'-2"
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand+
1737
1737
959
1778
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
2 No.5
2400 4030
3607
3607
4'$'
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1516
1516
839
1620
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No.5
1193 2290
2085
2085
6-8"
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1420
1420
787
1551
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE
2 No.5
1409 1409
1188
1267
91-8"
24'-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
(2) No. 5
1250
1250
658
1300
LINTE PLAN_
SCALE: 1/4 - 1'-0' ELEVATION 'C'
4'-6" 1
3'-2"
REINFORCING SCHEDULE & LOAD CAPACITIES
4'-8"
3'-4"
SAFE
WORKING LOADS
(PLF) 8" X
16" COMPOSITE
LINTELS
4'-6"
LINTEL
CLEAR
LINTEL TYPE LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY UPLIFT
UPLIFT
LENGTH
SPAN
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
7-0"
PRECAST
9'4"
8'-0"
(0)#5L (1)#5
(1)#5L (1)#5 (0)#5L (1)#5U
#5
(1)#5L (2)#5U
PRECAST
11'-4"
10'-0"
PRECAST
DETAILW
DEfAILV DETAIL'(1
DETAIL'K'
2'-10"
V-6"
PRECAST 2 D4.5 WIRE
2 No. 3
10 00
10000 10000
-1-000-
3'-6"
2'-2" I
PRECAST (2) D4.5 WIRE
2 No. 3
10000
1 10000 1 10000
10000
4'-0"
2'-8" 1
PRECAST (2) D4.5 WIRE 1
(2) No. 3
1 9550
1 10000 1 10000
1 10000
4'-6" 1
3'-2"
PRECAST
4'-8"
3'-4"
PRECAST
5'-4"
4'-0"
PRECAST
5'-10"
4'-6"
PRECAST
6-6"
5-2"
PRECAST
7-6"
6-2"
PRECAST
7-8" 1
6'-4"
PRECAST
8'-0"
6'-8"
PRECAST
8'-4"
7-0"
PRECAST
9'4"
8'-0"
PRECAST
10'-6"
9'-2"
PRECAST
11'-4"
10'-0"
PRECAST
12'-0"
10'-8"
PRECAST
12'-6"
11'-2"
PRECAST
13-4"
12'-0"
PRECAST
14'-0"
12'-8"
PRECAST
14'-8"
134"
PRESTRESSED
15-4"
14'-0"
PRESTRESSED
17-4"
16-0"
PRESTRESSED
19'-4"
18'-0"
PRESTRESSED
20'-0"
18'-8"
PRESTRESSED
21'-4"
20'-0"
PRESTRESSED
22'-0"
20'-8"
PRESTRESSED
24'-0" 22'-8" PRESTRESSED
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL r LOWER LINTEL CAVITY
[8x16 -P-1 L/1 U]
NOMINAL WIDTH QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
TOP LEG BARS:
(SEE SCHEDULE)
#5 CONTINUOUS REQ'D.
R STRUCTURAL PLAN
" STIRRUPS AT 4'-0" cc
OR WELDED)
fOM BARS
SCHEDULE
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 TOP LEG BARS:
(PLACED IN FIELD) (SEE SCHEDULE)
z• z•
(1) #5 CONTINUOUS REQ -D.
..^ PER STRUCTURAL PLAN
(010D.�� 7/32" STIRRUPS AT 4'-U'cc
(TIED OR WELDED)
BOTTOM BARS
�(l1 SEE SCHEDULE
M ti
78 -
NOTES:
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 RECESS DOOR HEADER SECTION
PRECAST CONCRETE
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
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 4
(2) No. 4
(2) No. 4
(2) No. 4
(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
(2) 7/16 strap +
(2) No. 5
7207
6614
4843
3940
2831
2625
2153
1777
1568
1439
1354
1232
1149
1419
1291
993
1035
961
834
720
642
1568
1439
1354
1232
1149
1419
1291
993
1035
961
834
720
642
981
849
760
850
775
600
478
446
390
366
306
14
1232
1149
1347
1270
1084
936
872
763
716
599
GRAVITY & UPLIFT SAFE LOAD PLF
TxT RECESS DOOR HEADER
TOTAL CLEAR
LENGTH SPAN
DOOR LINTEL TYPE
SIZE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL
STEEL
BOTTOM
BAR
LATERAL SAFE LOADS (PLF)
8"x8" RECESS DOOR HEADER
TOTAL
ENGTH
CLEAR DOOR
SPAN SIZE
LINTEL
TYPE
LINTEL STEEL
TOP WIRE /
BAR
LINTEL
STEEL
BOTTOM
BAR
LATERAL SAFE LOAD
PLAIN SOLID
DETAIL'DA' DETAIL'DB'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1640
1790
4'-0"
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No.3
1386
1410
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1259
1259
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
1137
1137
4'-8"
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
929
929
5-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
559
559
6'-8"
54"
5-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
606
1097
7'-8"
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
498
863
9'-8"
8'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
294
510
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL r LOWER LINTEL CAVITY
[8x16 -P-1 L/1 U]
NOMINAL WIDTH QUANTITY OF #5 BAR AT
NOMINAL HEIGHT UPPER LINTEL CAVITY
TOP LEG BARS:
(SEE SCHEDULE)
#5 CONTINUOUS REQ'D.
R STRUCTURAL PLAN
" STIRRUPS AT 4'-0" cc
OR WELDED)
fOM BARS
SCHEDULE
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 TOP LEG BARS:
(PLACED IN FIELD) (SEE SCHEDULE)
z• z•
(1) #5 CONTINUOUS REQ -D.
..^ PER STRUCTURAL PLAN
(010D.�� 7/32" STIRRUPS AT 4'-U'cc
(TIED OR WELDED)
BOTTOM BARS
�(l1 SEE SCHEDULE
M ti
78 -
NOTES:
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 RECESS DOOR HEADER SECTION
PRECAST CONCRETE
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
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 4
(2) No. 4
(2) No. 4
(2) No. 4
(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
(2) 7/16 strap +
(2) No. 5
7207
6614
4843
3940
2831
2625
2153
1777
1568
1439
1354
1232
1149
1419
1291
993
1035
961
834
720
642
1568
1439
1354
1232
1149
1419
1291
993
1035
961
834
720
642
981
849
760
850
775
600
478
446
390
366
306
14
1232
1149
1347
1270
1084
936
872
763
716
599
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
r
GRAVITY & UPLIFT SAFE LOAD PLF
TxT RECESS DOOR HEADER
TOTAL CLEAR
LENGTH SPAN
DOOR LINTEL TYPE
SIZE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL
STEEL
BOTTOM
BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID
#5 (1) U (0) L
SOLID
#5 (1) U (1) L
SOLID SOLID
#5 (1) U (0) L #5 (2) U (1)
#5 1 U 1 L
DETAIL'DA'
DETAIL'DB'
DETAIL'DC'
DETAIL'DB' &'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
1 1668
1668
1376
1376
4'-4" 3'-0"
2'$' 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
1194
1363
1363
1131
1131
6-8" 4'-4"
4'-0" PRECAST
(2) D4.5 WIRE
(2) No. 3
864
995
995
831
831
6'-8" 54"
5-0" PRECAST
(2) D4.5 WIRE
(2) No. 4
662
816
816
650
654
7'-8" 6'4"
6'-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)
Tx32" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP LINTEL STEEL
WIRE/ BAR BOTTOM BAR
#5(1)U(0)L
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID SOLID
#5(1)U(1)L
SOLID
#5 (1) U (0) L
#5 1 U(1)L
SOLID
#5(2)U(1)L
DETAIL'DU' DETAIL'DV'
DETAIL'DU' &'DV' DETAIL'DW'
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE (2) No. 3
10000 10000
10000
10000
4'-0"
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE (2) No. 3
10000 10000
1 10000
10000
4'-7'
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE (2) No. 3
9563 10000
10000
10000
4'4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE (2) No. 3
8654 10000
10000
10000
4'-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"
64"
5'-0"
PRECAST
(2) D4.5 WIRE (2) No. 4
5323 10000
4103
10000
7'-8"
64'
6'-0"
PRECAST
(2) D4.5 WIRE (2) No. 4
3810 10000
2929
9691
9'-8"
8'4"
8'-0"
PRECAST
(2) D4.5 WIRE (2) No. 4
2202 5434
1680
5174
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"xl 6" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD
WIRE/ BAR BOTTOM BAR SOLID SOLID
#5(1)U(0)L #5(1)U(1)L
DETAIL'DH' DETAIL'DY
UPLIFT SAFE LOAD
SOLID
#51')U'0L
#5 1 U 1 L
SOLID
#5(2)U(1)L
DETAIL'DH' &'DJ' DETAIL'DK'
3'-8"
2'-4"
2'-0"
PRECAST (2) D4.5 WIRE (2) No.3 5713 10000
10000
10000
4'-0"
7-8"
2'-4"
PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000
9686
10000
4'4"
2'-10"
2'-6"
PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000
8687
9503
4'4"
3'-0"
7-8"
PRECAST (2) D4.5 WIRE (2) No.3 3647 9133
7835
8173
4'-8"
3'-4"
3'-0"
PRECAST (2) D4.5 WIRE (2) No.3 2990 7025
6382
6382
5'-8"
4'-4"
4'-0"
PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139
3839
3839
6'-8"
54"
5-9'
PRECAST (2) D4.5 WIRE (2) No.4 2976 2976
2676
2737
7'-8"
6'-4"
6'-0"
PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292
1918
2121
9'-8"
8'4"
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
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
PLAIN #5 (1) U (0) L
SOLID
#5 (1) U (0) L
#5 1 U 1 L
SOLID
#5 (2) U (1)
DETAIL'DE' DETAIL'DF'
DETAIL'DE' &'DF DETAIL'DG'
3'-8"
74"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
3764 6455
5637
5637
4'-0"
2'-8"
2'-4"
PRECAST
(2) D4.5 WIRE
(2) No.3
2970 4965
4401
4401
4'-2"
2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2654 4449
3965
3965
4'-4"
3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3
2400 4030
3607
3607
4'$'
3'-4"
3'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1966 3390
3053
3053
5'-8"
4'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
1193 2290
2085
2085
6-8"
5'4"
5'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1764 1763
1578
1578
7'-8"
6'-4"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1409 1409
1188
1267
91-8"
8'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
1000 1 1000
686
903
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
r
�
�000000000�
E
8
E
O
C
L
SVBDIv. 8e LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
LINTEL PLAN
(QUALITY
PRECAST)
ARCHITECT -
STATE OF FLORIDA
JUN 0 2
DAT : 6 /2 /18
SIC' : 1/4"=1'-0"
834 EET
5EOF 9
ER SPAN CHART
SIZES PER CHART, U.N.O.)
SINGLE STORY APPLICATION
SIS
CLEAR SPAN
O JCT®R CHE JLE CONTROL DATEDT-01-15
CONNECTOR
UP TO 5'-4'
SIMPSON
W-4' TO 1'-O'
LISP
1'-0' TO 10'-0'
DBL 2 x 12
10-0' AND OVER
DES.
UPLIFT
GRAVITY DES.
UPLIFT
GRAVITY
FASTENER
5'-0' TO 14'
META -16
1450
PTA 16-18
1400
AT EACH END OF HEADER
(1) 1001 x 1 1/2' I -PLY, (6) 16d 2 -PLY, (USP: (10) 106 X 1 1/2' - NO Ibd OPTION)
(2) META -16
19 85
1900
(2) NTA 16-18
2800
C:0) loci x 1 1/2' 1 -PLY, (USP: (10) loci x 1 1Q')
(14) 16d 2 -PLY (USP: NO Ibd OPTION)
HETA-I6
1810
NTA 10
1615
(9) IOd x 1 1/2' 1 -PLY, (8) 16d 2 -1 -LY USP: (10) 10d x 1 1/2', NO 166 OPTION
HETA-20
1810
HTA 20
1615
1
(9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 106 x 1 1/2', NO 16d OPTION
�-
Z
(2) HETA-20
2035
2500
(2) HTA-20
3110
(10) loci x 1 1/2' 1 -PLY USP: (10) loci x 1 1/2'
(12) 166 2 -PLY (USP: NO 166 OPTION)
0
LGT-2
2150
LUGT-2
1915
(1) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: ELK (5) 1/4' W5, WOOD (16) loci
U)
DETAL-20
2480
NO USP CONVERSION FOR SIMPSON DE7AL-20
(18) - 10d x 1 1/2, 1 PLY
MGT +
3965
MUGT
4000
(I) 5/8' A,T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 106 TO WOOD (USP: (28) 10d TO WOOD)
Hi •
lo980
NUGT-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) loci TO WOOD (USP: WOOD (8) 106)
1
10530
HUGT-3
9365
(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (8) 10d)
LGT3-6062.5
3285
LUGT-3
5330
(12) SDS 1/4'x2 1/2" TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: GONG. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA
WALL
1555
(10) lod x 1-1/2' (USP: (10) 10d x 1 1/2'
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1Y EMBED), (III 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS I/4'X3' / 2 PLY
MTS -12
1000
MTW 12
1595
(14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
HT15-16
1150
HTW 16
1660
(16) 10d x 1 1/2' CUSP: (16) 10d x 1 1/2', (16) loci)
HT5-20
1450
HTW 20
2045
(24) 101 x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d)
HTS -24
1450
HTW 24
2045
(24) 10d x 1 1/2' (USP: (24) 106 x 1 1/2', (20) loci)
LSTA-12 ++
925
LSTA 12
910
(IO) loci USP: (10) loci
LSTA-18 ++
1235
LSTA 18
1360
(14) 10d USP: (14) loci
MSTA-18 +
1315
MSTA-18
1315
(14) 10d USP: (14) 10d
M5TA-24 ++
1640
M5TA-24
1150
(18) Iod USP: (18) loci
IZ
M5TA-30 ++
2050
M5TA-30
2140
(22) 10d USP: (22) lod
<
MSTA-36 «
2050
MSTA-36
2525
(2&) lod USP: (26)106
[•--
M5TI-36
3600
KSTI 236
3090
(36) 10d x 1 1/2' USP: (36) lod x 1 1/2'
115TI-48
5065
KTSI 248
4250
(48) loci x 1 1/2' USP: (48) 106 x 1 1/2'
H6
950
LFTA 6
1595
(8) 8d TO PLATES, (8) 8d TO STUDS CUSP: (1( ) 8d x 1 1/Q', (16) 8d)
SP4
885
SPT 4
945
(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
A34
395
MP 34
410
(4) Bid x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST.
PCP2
645
HHCP 2
1010
(12) loci x 1 1/2' USP: (10) loci x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
HIDA
1340
RT 16A
2180
(IS) lod x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
VGT d 1
4565
PHD 4A
4535
(16) -SDS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WA9HER/2 PLY
USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT : 1
4940
TDX 10
5110
(I11 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5PER/2PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
ABU 44
2200
6665 PAU 44
2535 6115
(1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000 PAU 66
2535 13815
(1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12)16d TO WOOD USP: SAME AS SIMPSON
LTTI9 +
1340
LT5 19
1205
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONIC., (VOd TO WOOD USP: SAME AS SIMPSON
O
=
LTT205 +++
1500
LTS 205
1105
(V 1/2' A.T,R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (10)1001 TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2'
U
Z
1
4455
1
4465
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (18) 50'10 X 1 1/2' (USP; (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20) 106, (20) 106 x 1-1/2', (20) Ibd x 2 1/2'
Q
HTTS
5090
HTT45
5430
(1) 5/8' A,T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (26) 111 X 2 1/2' (USP: (20) Ir d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 106 x 1-1/2', (20) 161 x 2 1/2'
HHDQII-5D5 2.5+
11,810
UPHD II
12090
(U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24) 5D5 Y4' x214 WOOD SCREWS CUSP: (24) W53 WOOD SCREWS)
HD1B
6645
TDX 10
5110
(01/5' AB. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4)'1/8' BOLTS)
(/)
MBHA 356/1125
3415
5330 NFM35X12U
3165 1130
51MPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4'
A.T,R, IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CPI.U. FACE, 05);od TO BEAM
USP: (U 1/2' J -BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
(14) 10cl AT J015T
m
W
0
HUSG412 (WOOD)
3635
2660 (FLR)
Hi IF
3265 (ROOF)
2530 (FLR)
3060
3225 (ROOF)
OV 166 TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON
QHUC410
(CMU)
1810
5085 Hi IF
1905 3115
(IS) 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) 10d TO WOOD,
=
HUC210-2 (CMU)
1810
5085 HD210-21F
1905 3115
(I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' 0.153 SCREWS, (10) 10d TO WOOD
141 (CMU)
1810
4000 HD210-31F
1905 3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) loci TO WOOD
LGUM21
1430
5595 NO U5P CONVERSION FOR SIMPSON LGUM26-2-SDS
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. 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 IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CJ -1.U. WALL MUST BE FILLED SOLID W/ GROUT.
++ 106 COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 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 1'
W
f
A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
OBECAUSE
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 USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / PDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCFIORS 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 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWb9, AND ANCHORING ! FASTENING SYSTEMS FOR CONCRETE 1 MASONRY CATALOG
C -5A5-2012.
ER SPAN CHART
SIZES PER CHART, U.N.O.)
SINGLE STORY APPLICATION
SIS
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
W-4' TO 1'-O'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO W -O'
DBL 2 x 8
5'-0' TO 14'
D5L2xI0
11 TO V-0'
DBL 2 x 12
8'-0' AND OVER
2x12
(n SYP)
1/1610-00
(TYP.)
NAIL (3) 126 * 6'-8' O.C.
TYP. 2x12 BM..ZHDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
W-0' TO
8'-0'
UNA"
4'-11 1/2'
1'-11 1/2
AND UP
NUMBER OF HEADER STUDS
SUPPORTINCa END OF HEADER
1
2
3
NUMBER OF FULL LENGTH 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
ATTACH (2) 2X8 BM
TO FRAME W (2) MTS -12
ATTACH (2) 2X8 BM -
TO CMU W (2) MTSM-12
(2) 2X8 BEAM
3 /
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FIRST FLOOR FRAMING PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'C'
1�,
CJ2
CJ4
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PO2
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FL04
FLO3
FLO3
FLO3
FL03
FLO3
Pi
FLOI
FL01
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A R C H IT E C T S
n0rAAt
LONGWOOD, FL 32750
PH: 407-7746078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
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SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
FIRST
FLOOR
FRAMING
PLAN
ARCHITECT-.
STATE OF FLORIDA
Jill p 2
JAMES A 0Aa; NO 12�
D , C'I'E: 6/2/18
AT: 1 /4" =1' — 0"
SHEET
Or 9
HEADER SPAN CHART
(HEADER SIZES FER CHART, U.N.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
CONTROL DATE: 01-01-15
CONNECTOR SCHEDULE
UP TO 5'-4'
SIMPSON
W-4' TO 1'-0'
USP
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
DES.
UPLIFT
GRAVITY DES.
UPLIFT GRAVITY
FASTENER
DBL 2 x 8
META -16
1450
NTA 16-18
1400
(1) 10d x 1 1/2' 1 -PLY, (6) 16d 2 -PLY, (USP: (10) 10d X 1 12' - NO 16d OPTION)
NUMBER OF RILL LENGTH STUDS
(2) META -16
1985
1900
(2) HTA 16 -IS
2800
(10) 10d x 11/1' I -PLY, (USP: (10) 10d x 1 1/27
II
(14) 16d 2 -PLY (USP: NO Ibd OPTION)
II
HETA-Ib
1810
HTA ib
1615
(9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
CJ3
HETA-20
1810
HTA 20
1615
(9) 10d x 1 1/2' 1 -PLY, (8) Ibd 2 -PLY USP: (10) IOd x 1 1/2', NO 16ci OPTION
>-
Q�
Z
(2) HETA-20
2035
2500
(2) HTA-20
3110
(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
II
(12) Ibd 2 -PLY (USP: NO 16d OPTION)
0
LGT-2
2150
LUGT-2
1915
CI) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: BLK (5) 1/4' WB, WOOD (16) loci
QDETAL-20
II
2480
NO USP CONVERSION FOR SIMPSON DETAL-20
(18) - 10d x 1 1/2, 1 PLY
MGT
3965
MUGT
4000
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD (USP: (28) IOd TO WOOD)
A
HGT-2
10980
HUGT-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 106)
-11=
HGT-3
10530
HUGT-3
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), CI6) 10d TO WOOD (USP: WOOD (8) loci)
LGT3-SD52.5
3285
LUGT-3
5330
(12) SDS 1/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' )< 5' WEDGE BOLT, WOOD (12) WS25)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA
WALL
1555
(I0) l0d x 1-1/2' (USP: (10) 10d x 1 1/2'
A02
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
CU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-5DS 1/4'X3' TO WOOD
(2) VGT
1185
NO USP CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY
MTS -12
1000
MTW 12
1595
(14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
A04
NTS -16
1150
HTW I6
166o
(Ir.) IOd x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 106)
HT6-20
1450
HTW 20
2045
(24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 10d)
HTS -24
1450
HTW 24
2045
(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d)
LSTA-12
925
LSTA 12
910
(10) loci USP: (10) 10d
LSTA-18 +
1235
LSTA IS
1360
(14) 10d USP: (14) 10d
MSTA-18 +
1315
MSTA-IS
1315
(14) IOd USP: (14) IOci
(A
M5TA-24
1640
MSTA-24
1,150
(IS) loci USP: (IS) lod
M5TA-30 ++
2050
115TA-30
2140
(22) 10d USP: (22) 10d
Q
MSTA-36 ++
2050
MSTA-36
2525
(26) loci USP: (26) 10d
F—
MSTI-36
3800
KSTI 236
3090
(36) 10d x 1 1/2' USP: (36) 10d x 1 1/2'
N
M5TI-48
5065
KTSI 248
4250
(48) 10d x 1 1/2' USP: (48) 10d x 1 1/2'
H6
950
LFTA 6
1595
(8) 8d TO PLATES, (8) Sd TO STUDS CUSP: (Ir.) 8d x 1 12', (16) ad)
SP4
885
5PT 4
945
(6) 10d x 1 1/2' TO STUDS U5P: (6) 10d x 1 1/2' TO STUDS
A34
395
MP 34
410
(4) ad x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) ad x 1 I/2' TO POST.
HCP2
645
HHCP 2
1010
(12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
HILA
1340
RT 16A
2180
(I8) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE
'� DBL.
VGT 4 HDU4
4565
PND 4A
4535
(Ir.) -SDS 1/4'x3' TO WOOD, (10)-5DS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
USP: 5/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT 4 HD15
4940
TDX 10
5110
CI60-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/UTASHER2PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4)'1/8' THRU-BOLTS
ABU 44
2200
6665 PAU 44
2535 6'115
CU 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12) 16d TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000 PAU 66
2535 13815
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC., (12)lbci TO WOOD USP: SAME AS SIMPSON
V)
LTTI9 +
1340
LTS 19
1205
(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMPSON
0
=
LTT20B +++
1500
LTS 20B
1105
(I) 12" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., 00)10d TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 112', 2-12'
0
Z
HTT4
4455
H7T45
4465
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC, (I8) 90"10 X 1 1/2' CUSP: (20) i6d X 2-127
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) 1( d x 2 1/2'
Q
HTT5
5090
HTT45
5430
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG. (26) i6d X 2 12' (USP: (20) Ibd X 2-1/2')
USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) 16d x 2 12'
HHDQII-SDS 25+
11,810
UPHD II
12090
(1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24) SDS y4' x 2i' WOOD SCREWS (USP: (24) W153 WOOD SCREWS)
HD15
6645
TDX 10
5110
(01/5' A$. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.J IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS)
(J�
MBHA 386/1125
3415
5330 NFM35XI2U
3165 1130
SIMPSOM (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, CU 3/4'
A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMW. FACE, 000d TO BEAM
U5P: (1) 12' J -BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
14) Od AT JOIST
W
�
HUSG412 (WOOD)
3635
2660 (FLR)
HU5412IF
3265 (ROOF)
2530 (FLR)
3060
3225 (ROOF)
(10) Ibd TO HEADER (IO) Ibd TO WOOD USP: SAME A5 SIMPSON
Z
Q
HUC410 (CMU)
1810
5085 HD410 IF
1905 3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
=
HUC210-2 (CMU)
1810
5085 HD210-21F
1905 3115
(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (15)1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD
HUC210-3 (CMU)
1810
4000 HD210-31F
1905 3115
(I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (I8) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD
LGUM26-2-SDS
1430
5595 NO U5P CONvER510N FOR SIMP50N LGUM26-2-SDS
(4) 3/8' x 4' TITEN ND ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY-TIE'. 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 IS GREATER THAN l' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT.
+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. LJR17TEN 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 1"
w
I—
O
A.T.R. - A-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
15 USED.
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS, WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
ALL CONNECTOR VALUES BASED ON 5IM115ON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG
G -5A5-2012.
HEADER SPAN CHART
(HEADER SIZES FER CHART, U.N.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
W-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL 2 x 8
W-0' TO 6'-4'
DBL 2 x 10
6'-4' TO 8'-0'
DBL 2 x 12
8'-0' AND OVER
2x12
(02 SYP)
1/16' OSB
(TYP-)
NAIL
(3)]2c • 6'-8' O.C.
TYP. 2x12 BM./HDR.
® ENTRY
MINIMUM U1ALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft-)
UP TO
5'-0' TO
81-01
UN.O.
4' -II 1/2'
1'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF RILL LENGTH STUDS
1
2
II II
AT EACH END OF HEADER
II
II
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 ROORFLOOR 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
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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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A R C H I T E C T S
/Design
Group �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
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RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
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PAGE.-
SECOND
AGE:SECOND
FLOOR
ROOF
FRAMNG
P LAN
ARCHITECT -
STATE OF FLORIDA
J% 2010
DAVE: 6/2/18
S ALE: 1/4"=1'-0"
SHEET
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SUBDIV. 8c LOT:
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RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE.-
SECOND
AGE:SECOND
FLOOR
ROOF
FRAMNG
P LAN
ARCHITECT -
STATE OF FLORIDA
J% 2010
DAVE: 6/2/18
S ALE: 1/4"=1'-0"
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INSULATION
PRE-ENGINEERED FLOOR TRUSS
SECURE PER FRAMING NOTES
RECESSED PRECAST CONC. LINTEL
A R C H I T E C T S
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SUBDIV. & LOT
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MODEL:
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ARCHITECT
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t
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1$40ALE: 1/4"=1'-0"
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RESERVE
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MODEL:
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PROJECT#:
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PAGE:
ENTRY
SECTION
DETAIL
ARCHITECT
STATE OF FLORIDA
t
JO o z a
D,AtE: 6/2/18
1$40ALE: 1/4"=1'-0"
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PH: 407-774-6078
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AA M 0003325
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SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
ARCHITECT
STATE OF FLORIDA
Ful
D**E: 6 /2 /18
S ,`ALE: 1/4"=1'-0"
SHEET
Z�j- OF
A R C H IT E C TS
Design
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AA M 0003325
SUBDIV. & LOT:
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RESERVE
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MODEL:
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PROJECT#:
02997.000 113R1
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
ARCHITECT
STATE OF FLORIDA
30 o
1DAtE: 6'�/2 /18
SCALE:
SHEET
� o for 9
\000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
ARCHITECT
STATE OF FLORIDA
30 o
1DAtE: 6'�/2 /18
SCALE:
SHEET
� o for 9
SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE:
OVER #30 FELT PAPER COR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
INSTALLED PER SECTION 8905 OF THE FBGR, PRE-ENGINEERED I" �
6TH EDITION (2011) GABLE ROOF TRUSS DO NOT EXCEED 4 DO NOT EXCEED 4
8' CMU BLOCK 8" CMU BLOCK
x4 BLOCKING BETWEEN TRUSSES
2
OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST (2) BAYS 2" DRYWALL 2" DRYWALL WINDOW/DOOR JAMB
METHOD PER 'NAILING SCHEDULE" (4'-0" O.C. SHEATHING SEAMS) P.T. 1x4 or 4"x4' MIN. Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4"x4' MIN.
ISEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or Ix2 P.T. NAILER BLOCKING FASTENER
METAL DRIP EDG — FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4
2x6 SUB -BAN DOOR CASING SCHEDULE
STIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL
VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OCR JAMB / WINDOW
TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-10' HIGH (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8" FROM (ATTACHED TO BLOCKING 5r "
e (AS PER TRUSS ENGINEERING) EACH END and s 18" O.C. MAX P.T. Ix4 or 4 x4 MIN -
EXPANDED
ASTM C926) OVER PAPERBACK PER MFR'6 SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
EXPANDED METAL LATH
OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/Y" x 9' (U TAPCON (MIN. EMBEDMENT 1 - )
2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN 16 4"
WALL SHEATHING (TYPE AND ATTACHMENT WINDOW TO BLOCK ( + %4" or + 4 WINDOW TO BLOCK (+ 3") 8' FROM EACH ENp and 18' O.C. MAX
1 SIMPSON or USP HIGH STRENGTH EPDXY or
METHOD PER "NAILING SCHEDULE" MIN. EMBEDMENT 32' O.C. MAX) DOOR JAMB TO BLOCK +Y4 Or +%" DOOR JAMB TO BLOCK(+3" (1) DRIVE PIN, 8" FROM EACH END and
SECURE GABLE TO 2x8 P.T. PLATE ( 4 4) ) s 18' O.C. MAX
w/ 12d NAILS 8' O.C. MAX ' 4A SCALE: 1'=1'-0' 4E SCALE: i'=1'-0' MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
7B _ "ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 1"
WA24
\\]\I
RUSS w/ (2) 12d NAILS
PLASTIC OR METAL WEEP SCREE STALLED 6 MID -POINT OF TRUSS SPAN NOTE: NOTE:
2` TEXTURED CEMENTITIOUS r 10'-0" O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 3" TAPCON
C926) OVER CM ATT OR BLOWN -IN INSULATION DO NOT EXCEED �" DO NOT EXCEED �" 1" " I6
R -VALUE PER ENERGY CALCS) 11 4 4 (MIN. EMBEDMENT 1 4) 8 FROM EACH
8' CMU BLOCK END and 6 18" O.C. MAX
GYPSUM BOARD OR 2' HIGH STRENGTH ,EILING BOARD 2" DRYWALL 8 CMU BLOCK 2" DRYWALL or
ONC. FILLED U -BLOCK w/ (U #5
P.T. 2x (U DRIVE PIN, 8" FROM EACH ENE) and
BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 Or Ix2 P.T. NAILER P.T. 1x4 or 4"x4' MIN. 1x4 or Ix2 P.T. NAILER Q 18' O.C. MAX
1 SINGLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING
DOOR CASING 16' OSB l4' WIDE MIND MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT MIN. NEAP SIZE .300
DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING I"
SHINGLES OR TILE (PER BLDR)
(ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8" FROM -DOOR JAMB / WINDOW MIN. EMBEDMENT 1 4
PER MFR'S SPECIFICATIONS::: EACH ENp and @ IS" O.C. MAX (ATTACHED TO BLOCKING
OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6:
INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)16" TAPGONS
6TH EDITION (2011) WINDOW TO BLOCK (+I % ) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4") 8" FROM EACH
DOOR JAMB TO BLOCK (+1 %) THROUGH NON-STRUCTURAL MEMBER (ix or OSB) END and 6 18 O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ !" TAPCON MIN. I �' EMBEDMENT INTO BLOCK, or
METHOD PER 'NAILING SCHEDULE" -SCALE: 1'=I'-0' 4 4(2) DRIVE PINS, 8' FROM EACH END and
RE -ENGINEERED ROOF TRUSS
18" O.C. MAX
EMBEDDED STRAPATT OR BLOWN -IN INSULATION _ WINDOW TO BLOCK (+3yl 6") MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
(PER PLAN (R -VALUE PER ENERGY GALCS) NOTE: DOOR JAMB TO BLOCK(+3 16 MIN. EMBEDMENT 1 4"
SHIM AS NEEDED )
4F -SCALE: ,'=,'_0'
TO PLUMB JAMB.
METAL DRIP EDG $" GYPSUM BOARD OR 2' HIGH DO NOT EXCEED 4" P.T. 2x8:
2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)16' TAPCONS
VENTED --GONC. FILLED U -BLOCK w/ 2" DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8" FROM EACH
ALUMINUM SOFFIT - (1) #5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and @ 18' O.C. MAX
ER PLAN RECAST LINTEL (SEE WINDOW/DOOR JAMB BLOCKING _pl TO PLUMB JAMB. or
FASTENER SCHEDULE FOR ATTACHMENT 16" OSB (4' WIDE MIN.) (2) DRIVE PINS, 8' FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DO NOT EXCEED 4"
ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW:7
DOOR CASING 6 18" O.C. MAX
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145
PER MFR'S SPECIFICATIONS 2" DRYWALL MIN, HEAD SIZE .300
MIN. EMBEDMENT 1 1"
NOTE: P.T. 1x4 or 4"x4' MIN. Ix4 or Ix2 P.T. NAILER 4
_ STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. lx (4" WIDE MIN.)
ALL INSULATION d FASTENER SCHEDULE FOR ATTACHMENT
THROUGH NON-STRUCTURAL MEMBER (Ix or 16 OSB) DOOR CASING P.T. (2) 2x4:
PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) w/ 3" TAPCON MIN. 1 � ` EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL
PLACE SILL (PER BLDR MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON
2" GYPSUM WALL BOARD 16 4 EACH END and @ 18" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH
2" TEXTURED CEMENTITIOUS —(1) #5 REBAR VERTICALLY INWINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) EEND and @ 18" O.C. MAX
COATING MIN. (PER ASTM CONC. POURED CELL 15 NOTE:or
C926) OVER CM - (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 t6 (1) DRIVE PIN 8" FROM EACH END and
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18" O.C. MAX
8" c1mu P.T. FURRING STRIPS 6 16' O.C. 4C THROUGH NON-STRUCTURAL MEMBER (lx or 1" OSB)
4 SCALE: I'=1'-0' 16 MIN. SHANK SIZE .145
w/ 4' TAPCON MIN. I " EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300
WOOD BASE MIN. EMBEDMENT 1 4"
NOTE: WINDOW TO BLOCK (+3yt 6")
a SHIM AS NEEDED P.T. (2) 2x6:
TC PLUMB JAMB. DOOR JAMB TO BLOCK (+3yt6)
° ---CONCRETE SLAB DO NOT EXCEED 4G SECURE TO BLOCK w/ (2) TAPCONS
(SEE FOUNDATION PLAN FOR SIZE 4 SCALE: 1 —1 (MIN. EMBEDMENT 1 4") 8" FROM EACH
° AND REINFORCEMENT) 8" CMU BLOCK
END and e 18" O.C. MAX
EXTERIOR WALL FOOTING 2" DRYWALL
or
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or 1x2 P.T. NAILER UPLIFT UP TO 1,115 Ib (2) DRIVE PINS, 8' FROM EACH END and
P.T. lx (4 WIDE MIN.) SIMPSON HTS201 w/ (10) 10d NAILS TO TRUSS �
B LO C K WALL S E C TIO N —HIP ME
AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING a 18" O.C. MAX
2 SINGLE STORY SCALEFASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145
POOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300
(ATTACHED TO BLOCKINGUPLIFT UP TO 2 350 Ib ONTINUOUS BOND MIN. EMBEDMENT l 4
BATT INSULATION ADHERED TO CEILING s"
" GYPSUM BOARD OR 1" HIGH PER MFR'S SPECIFICATIONS BEAM
z (2) SIMPSON HT520 EACH SIDE OF TRUSS w/
BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE:
STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (10) 10d NAILS TO TRUSS (4) 4"X2 4" TAPCONS
INTO BONA BEAM P.T. (2) 2x8:
THROUGH NON-STRUCTURAL MEMBER (Ix or 16' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) 4" TAPCONS
:.:.::..:...:.....
- EMBEDMENT I - FROM EACH
w/ 16" TAPCON MIN 14" EMBEDMENT INTO BLOCK
4
nMAX
TAPCONSMN. or
OPENING 22' x 3O° MIN. WOOD CASING AT SIDE WINDOW TO BLOCK (+2 %4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and
2" APART � 18' O.C. MAX SU�n
3 ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145
SCALE: N.T.S. WOOD CASING 4 GYP. 4D
SCALE: 1'4-0' SCALE: N.T.S. ,"
BOARD (TYP) MIN. EMBEDMENT 1 4
A R C H I T E C T3
Design
Group ���.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
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MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000/113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
Sot
CANTWELL
1012079
D TE: 6/2/18
S�IbALE: 1/4"=l'—O"
SHEET
D I
��I,Igll
SUBDIV. & LOT:
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RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000/113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
Sot
CANTWELL
1012079
D TE: 6/2/18
S�IbALE: 1/4"=l'—O"
SHEET
D I
NAILING SCHEDULE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
—
ROUND, MODIFIED OR T
2 %$"
.131
110,000
RING
ROOF DIAPHRAGM - ASPHALT SHINGLE
(16-20 RINGS
2x LBW (STUD SIZE, SPACING
PRE-ENGINEERED
PRE-ENGINEERED
TT
%6' O.S.B. or Y2' CDX PLYWOOD - ad'RING SHANK GUN NAILS 6 4' O.C. 6 SUPPORTED PANEL
4 LOCATION PER PLAN)
ROOF TRUSS
ROOF TRUSS
EDGES AND 8d RING SHANK GUN NAILS 6 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS @ 4" O.C. EDGEWISE.
ECURE 2x TO CMU w/ (3)Y" x 9'
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END.
ANCHOR BOLT w/ 2" WASHER SET
OUBLE TOP PLATE TO STUD
DOUBLE TOP PLATE TO STUD
ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL
IN SIMPSON OR USP NIGH
STRENGTH EPDXY (6" MIN.
w/ SIMPSON SP4 (USP 6PT4)
w/ SIMPSON SP4 (USP 5PT4)
a 32' O.G. MAX
6 32' O.C. MAX
a
EMBEDMENT)
CDX EXTERIOR PLYWOOD or '%2' APA -RATED O.S.B. (AS PER MANUFACTURER'S
n
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2x 5TUD5 leo" O.C. MAX
2x STUDS 1(0' O.C. MAX
INSTALLATION SPECIFICATIONS) - Od RING SHANK GUN NAILS a 4' O.C. 6 SUPPORTED PANEL
61.4mmimmummor
NOTE: 0) ANCHOR BOLT
UNLESS NOTED OTHERWISE
UNLESS NOTED OTHERWISE
EDGES AND ad RING SHANK GUN NAILS e 6' O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL.
-
LOCATED 6' FROM TOP AND
2x CONTINUOUS STRESS
2x CONTINUOUS STRESS
ROOF SHEATHING TO GABLE END FRAME USE Bd RING SHANK GUN NAILS Q 4" O.C. EDGEWISE. TOP CHORD BLOCKING a 4'
a
BOTTOM 4 (1) NEAR MID -CENTER
BLOCKING MID -WALL
BLOCKING a MID -WALL
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST (2) FRAMING
5PACE5 6 EACH ENI
EXTERIOR WALL SHEATHING
=
PRE-ENGINEERED TRU55
%" O.S.B. or Y' PLYWOOD or %6" ZIP BOARD SYSTEM - Bd RING SHANK GUN NAILS 4" O.C. or RAFTER
2" GYPSUM WALL BOARD
2" GYPSUM WALL BOARD
PANEL EDGES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND ad RING ROOF SHEATHIN
1) *5 RE5AR VERTICALLY INECURE
BOTTOM PLATE TO SLAB w/
SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE 5UPPORT5. SEE DETAIL.
GONG. POURED CELL
Y2' x 9' ANCHOR BOLT w/ 2" WA5HER
(LOCATION PER PLAN)
SET IN 51MP50N HIGH STRENGTH
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM -�— n
a
EPDXY (OR EQUIVALENT) 6"
ANY MANUFACTURER.
-SECURE BOTTOM PLATE TO
EMBEDMENT MIN, 6 32" O.C. MAX
NAIL R E U I R M E N T S
ONCRETE 5LA5
SLAB w/ (1) 10d CUT NAIL
STUD TO BOTTOM PLATE w/
(SEE FOUNDATION PLAN FOR 51ZE
32' O.C. MAX
51MP5ON SP4 (U5P 5PT4) 6 32'
SIZE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
Bd
ROUND, MODIFIED OR T
2 %$"
.131
110,000
RING
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AND REINFORCEMENT) ° ° a O.C. MAX
BUILDING LENGTH
° ONCRETE SLAB a ° ONCRETE SLAB
� NTERIOR BEARING -WALL FOOTING ' ' (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE
ROOF SHEATHING LAYOUT AND ENDWALL a °Q a (SEE FOUNDATION PLAN FOR SIZE ANp REINFORCEMENT) AND REINFORCEMENT)
BRACING FOR GABLE END FRAMING AND REINFORCEMENT)
XTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
ad RING SHANK GUN NAILS 6 4" O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (5EE FOUNDATION PLAN FOR 51ZE
TOP 8 BOTTOM EDGES AN[) REINFORCEMENT) AND REINFORCEMENT)
AND REINFORCEMENT)
INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT
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73 W SECURE TOP PLATES w/ 16d COMMON NAILS a 4' O.C.
2-ROUJ5, STAGGERED
Z z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING ---DOUBLE TOP PLATE TO STUD
(0.5.8. TO BE STRUCTURAL GRADE) TOP PLATE
w/ 51MP60N SP4 (USP SPT4)
Z 2x WOOD or METAL STUDS 32' O.C. MAX
o 24" O.C. MAX 2x CONTINUOUS 5TRE55
ad RING SHANK GUN NAILS 12" (NOT LOAD BEARING) BLOCKING 6 MID -WALL
d
• � Z � z � z � O.G. I o FIELD UNLESDNOTED OTHERWISE
o dBd x 3" SCREW SHANK 5ALL15TIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS
wz
o mLu
ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 51MP50N OR USP M5TA36
Q Q o NAILS 12" O.C. IN FIELD i4 T4G SUBFLOOR (ATTACHMENT ,
_ _ OF ENDS OF WOOD STRUCTURAL PANEL �4 T4G 5U5FLOOR (ATTACHMENT
z D Q 5HEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER "NAILING SCHEDULE")
UNTHREADED SHANK TO EXTEND
BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS
SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS.
. . . . . . . . . . .DOUBLE TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G SUB -FLOOR DECKING GLUED
FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x 5TUD5 Q 16" O.C. MAX
(0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=V -0' —DOUBLE TOP PLATE UNLESS NOTED OTHERWISE
2" GYPSUM WALL BOARD 2" GYPSUM WALL 50ARD
2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55
NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING MID -WALL BLOCKING aMID-WALL
DIAGONAL BRACE CENTER OF TRU SPAN or 2x4 BLOCKING BETWEEN SECURE 50TTOM PLATE TO SLAB w/
TRU55E5 AT FIRST (2) BAYS %' x 9" ANCHOR BOLT w/ 2" WASHER
HIGHEST RIDGE. 2x STUDS a 16' O.C. MAX
DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.C. e SHEATHING SEAMS) SET IN SIMPSON NIGH STRENGTH
UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6"
GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP #2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.G. MAX
ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS 6 EACH TRU55 (DIAGONAL 5LA5 w/ (1) 10d CUT NAIL a %TUD TO BOTTOM PLATE w/
0'-0" - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU56E5 32' O.G. MAX 5IMP50N 5P4 (USP 5PT4) 6 32"
30'-1" - 60'-0' USE (3) X -BRACE *�
O.C. MAX
(1) X -BRACE 6 CENTER 4 (2) BRACES a °
a
DIVIDED EQUALLY FROM CENTER TO END a ONCRETE 5LA5 a ONCRETE SLAB
(5EE FOUNDATION PLAN FOR 51ZE (5EE FOUNDATION PLAN FOR SIZE
AND REINFORCEMENT) AND REINFORCEMENT)
5TIFF5ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (5EE FOUNDATION PLAN FOR 51ZE
(AS PER TRUSS ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT)
PLASTIC OR METAL j
WEEP SCREE
TWO STORY L. B. W. w NO UPLIFT Two STORY L.B.W.w UPLIFT
SHOWN w/ CMU (FRAME CONDITION x
/ /
7B 5A SCALE: 3/4'=I'-0' 5B SCALE: 3/4'=V-0'
SAM X -BRACING REQUIREMENTS)
WA2-CONT. 2x4 RAT -RUN ATTACHED TO EACH
TRU55 w/ (2) 12d NAILS
GABLE X- BRACING INSTALLED 'a MID -POINT OF TRU55 SPAN
1 SCALE: 3/4'=V-0' or 10'-0" O.C. MAX
�A�IEN�
A R C H I T E C TS
Desin
Grouonc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
S UMMERLAND
(VERSION#01)
PROJECT#:
02997.000/113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JA CANTWELL
NO 12079
ATE: 6/2/18
SCALE: 1/4"=1'-0"
SHEET
D 2
11111111111
61.4mmimmummor
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
S UMMERLAND
(VERSION#01)
PROJECT#:
02997.000/113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JA CANTWELL
NO 12079
ATE: 6/2/18
SCALE: 1/4"=1'-0"
SHEET
D 2
2x RIDGE ONE SIZE LARGER TNN
\ 1 RAFTER SIZE w/ MIN. (3) 12d NAILSPRE-ENGINEERED TRUSS
or MIN. (4) 10d GUN NAIL f
1x6 COLLAR TIE a EVERY OTHER
m jpj�pBp�o RAFTER w/ MIN. (3) 12d NAILS or 8' GYPSUM BOARD OR
III slilolwl� MIN. (4) 10d GUN NAIL �' HIGH STRENGTH CEILING
SIMPSON VTCB or USP VTT IIIIIIIII , > 2
SPACING (1) a EACH ENp 2x RAFTER— BOARp
AND 6'-0" O.C. MAX ` 1x8 NAILER SECURED TO TRUSSES '
INGLE 2x TOP PLATE
1( BELOW w/ (2) 12d NAILS or (3) 10d
IIIIIIIII GUN NAILS a EACH TRUS 2' GYPSUM WALL BOARD
IIIlillll
LLI
I�I�IIIII
IIIII
2x UJOODS STUDS � 24" O.C.
IRAFTER TO TRUSS w/ 5IMP60N (SIZE PER PLAN)
MT512 or USP MTW12 — ALTERNATE CONNECTION
®�C (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES
� PENETRATION w/ SIMPSON or USP MSTA24
® SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/
CONVENTIONALLY FRAMED ROOF (3)124 NAILS a EACH END.
4 SCALE: 3/4'=1'-0' RE -ENGINEERED ROOF TRUSSES SECURE BOTTOM PLATE TO
1 OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY
NAILS a 32' 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 (o" - 8" O.C. MAX SIZE AND REINFORCEMENT)
---WATER RESISTANT BACKERBOARD G °
a°
(DENSHIELD) 2x4 RAFTER a 24" O.C.
/2' DENSHIELD (SEAT [)ECK MUST fN
P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMP60N L30 or USP A3 INTERIOR NON—BEARING WALL
or 8" CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END7A WOOD STUDS SCALE: 3/4'=1'-0'
MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST
OVERLAP SHOWER PAN LIP.
(WATER PROOF MEMBRANE MUST GO UP OR OUT AT
LEAST 4 INCHES) --PRE-ENGINEERED TRUSS
AULK BEAp BETWEEN DENSHIELD 2x4 BLOCKING a EACH RAFTER ,l
P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED
a 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL)
VARIES PER PLAN INSTALLATION 5IMP50N H2.5A or USP RTiA s" GYPSUM BOARD OR
2' HIGH STRENGTH CEILING
—SHOWER PAN a EACH RAFTER TAIL CONNECTIO BOARD
Cl (FIBERGLASS OR CERAMIC)
SIMPSON Lam or USP A3 3 %$" TOP CHANNEL (25 GAUGE)
a TOP OF EACH RAFTER CONNEGTIO TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
SHOWER SEAT FRAMED OVERHANG or 24" O.C. MAX)
2 SCALE: 3/4'=1'-0' 5
SCALE: 3/4'=1'-0'
" GYPSUM WALL BOARD
3 %" METAL STUDS (25 GAUGE)a
24" O.0 w/ FULL LENGTH LAYER OF
A --PRECAST LINTEL
1/2" TYPE GYPSUM WALLBOARD,
SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS ATTACHED TO EACH SIDE a 12" O.C.
WITHIN 8' OF EACH END AND 618" O.C. MAX ha" 50TTOM CHANNEL or ECURE 2x4 FLAT TO GAUGE) 5
50TTOM CHANNEL TO
DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY
(MIN. SHANK SIZE .145 NAIL w/ WASHER a 32' O.C. MAX.
4 MIN. EMBEDMENT OF 1 Y4") -- -
CJ — CJ ONCRETE SLAB
WITHIN 8' OF EACH ENE) AND a18° O.C. MAX ° (SEE FOUNDATION PLAN FOR
RE
SIZE AND REINFORCEMENT)
WALL SHEATHING
(TYPE AND ATTACHMENT METHOD o o
a
PER 'NAILING SCHEDULE')
L__T °
I ECURE 2x6 MIN. TO BLOCK w/
(2)/ x 9 ANCHOR BOLTS w/ 2"
NOTE"
P.T. 2x8 STUD BLOCK I ° " STUD GAUGE IS HEIGHT SPECIFIC. CONSULT
WASHER SET IN SIMPSON or USP
B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS.
(MIN. (o" EMBEDMENT)
Z ROUGH OPENING (UF TOS -0''
Z INTERIOR NON—BEARING WALL
-
o 0 0 B METAL STUDS SCALE: 3/4'=1'-0'
- -- ECURE 2x(o MIN. TO BLOCK w/
(3))/2" x 9" ANCHOR BOLTS w/ 2" "TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED
RECAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
PLACE SILL (PER BLDR) �' HIGH STRENGTH EPDXY (MIN. 6" C92(o) OVER CM8' CMU BLOCK
EMBEDMENT
0 FATHER STRIP MOLDING AROUND DOOR
p (PER MANUFACTURER'S SPECIFICATIONS)
8" CM
2x6 P.T. WOOD STUD SECURED TO FILLED
1 CELL w/ (3)J/2' x 9" ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 5IMP50N or USP HIGH
(5Y OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (V EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS I' MIN, SLIDE VERHEAD GARAGE DOOR ($Y OTHERS)
ARCH WINDOW FRAME SECTION_ GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK
3U''�
3 SCALE: 3/4'4-01A SCALE: 3/4'=1' (BY OTHERS - INSTALLED PER B SCALE: N.r.S. MANUFACTURER'S SPECIFICATIONS) S�ti
m� Ofr'
MEN
A R C H IT E C TS
Des-onGrou��.
:144:L N. MUNALU rMAUAN 6LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT.#:
0299"7.000 113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
0p2
LTJ
DA* E: `r,--> /2 /18
S ALE: 1/4"=l'—O"
SHEET
D3_
Immummummor
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT.#:
0299"7.000 113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
0p2
LTJ
DA* E: `r,--> /2 /18
S ALE: 1/4"=l'—O"
SHEET
D3_
BATT OR BLOWN-IN INSULATION --SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE
(R-VALUE PER ENERGY CALCS) OVER 030 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X-BRACING REQUIREMENTS
PRE-ENGINEERED ROOF TRU55 EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION 8905 OF RE-ENGINEERED
THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS
TWIST STRAP (PER PLAN' �, OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES
DOUBLE TOP PLATE— OVER ROOF SHEATHING (TYPE AND
ATTACHMENT METHOD PER "NAILING ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS
SCHEDULE') SCHEDULE"
METAL DRIP EDG (4'-0' O.C. SHEATHING SEAMS)
$' GYPSUM BOARD OR 2" NIGH METAL DRIP EDG I Z
2x6 SUB-BAN STRENGTH CEILING BOARD = AIL
VENTED �' 2x6 SUB-BAN TIFFB,4CK AT ALL UPRIGHTS
IMPSON 5P2 (USP 6PT24) a EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH
ALUMINUM SOFFIT I: f. = 12 x 2" WOOD SCREWS
EXTERIOR BEARING STUD.' (AS PER TRUSS ENGINEERING) _
-ALL SPACER
FOR CONDITIONS WHERE TRUSS AND PER PLAN ONT. 2x4 RAT-RUN ATTACHED TO
PER PLAN STUD LINE-UP, USE A SIMPSON N10A DOUBLE TOP PLAT TEACH TRUSS w/ (2) 12d NAILS - 2x4 STUDS 16' O.C.
(USP RT16A) STALLED 6 MID-POINT OF TRUSS
WINDOW HEADER ! ALL INSULATION ip PAN or 10'-0" O.C. MAX 2x8 BLOCKING
(SIZE PER PLAN (R-VALUE PER ENERGY GALLS)
TEXTURED GEMENTITIOUS COATING MIN. N
�(PER ASTM 0926) OVER PAPERBACK ATT OR BLOWN-IN INSULATION �,$'�-
WALL
SECURED w/ (3) 12d
$ TEXTURED GEMENTITIOUS COATING MIN. ___WINDOW (PER PLAN) ATTACHMENT EXPANDED METAL LATH OVER APPROVED (R-VALUE PER ENERGY GALLS) NAILS EACH EN
(PER ASTM 0926) OVER PAPERBACK PER MFR SPECIFICATIONS 2-LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT EGURE 2x4 TO DBL TOP PLATE w/ %s" x 6"2-LAYER WATER RESISTANT BARRIER, OVERMETHOD PER 'NAILING SCHEDULE" THRU-BOLTS a 32' O.C. MAX, then SECURE GABLEWALL SHEATHING (TYPE AND ATTACHMENT INDOW SILL TO 2x4 w/ 12d NAILS @ 8' O.C. MAXMETHOD PER 'NAILING SCHEDULE" INSULATION or
EXTERIOR BEARING STUDS (R-VALUE PER ENERGY CALLS) DRYWALL
SECURE GABLE TO DBL TOP PLATE w/ SIMPSON
CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP [SIZE AND SPACING PER NOTE 021 -
OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGA10 a 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
TSG SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N
SHEATHING MUST NOT BREAK WITHIN METHOD PER "NAILING SCHEDULE') M5TA24 6 32' O.C. MAX
1'-4' MIN. FROM 2nd FLOOR LIN ; FRAME WALL SECTION — GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL
3413
CONTINUOUS 2x6 w/ (6) 16d NAILS SCALE: 3/4'=1'-(d" SCALE: N.T.S.
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 i; — -PRE-ENGINEERED FLOOR TRUSS
IS A NAILER FOR WALL SHEATHING
7B NOTE: ` MINGLES OR TILE (PER BLDR)
R BLOWN-IN INSULATI
WA2 8" GYPSUM BOARD OR 2" HIGH (R-VABTTALUPER ENERGY CAL ON
STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR GROSS PRE-ENGINEERED ROOF TRUS OVER #30 FELT PAPER (OR APPROVED
PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 OF
LONG. FILLED U-BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 a INCHES (32 MM) DOUBLE TOP PLAT / THE FBCR, 6TH EDITION (2011)
(1) #5 CONTINUOUS REBAR - RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). OVER ROOF SHEATHING (TYPE AND
IF THE HANDRAIL IS NOT CIRCULAR, IT ATTACHMENT METHOD PER 'NAILING
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG
ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB-BAN
SCHEDULE")
SPECIFICATION MA4X GREATER THAN 6 4 INCHES (160 MM) WITH VENTED
A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT
MIN. OF 2 4 INCHES (51 MM). EDGES SHALL HAVE TEXTURED CEMENTITIOUS COATING MIN. 8" GYPSUM BOARD OR 2" HIGH
ALL INSULATION a A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM G926) OVER PAPERBACK STRENGTH CEILING BOARD
(R-VALUE PER ENERGY CALLS) EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (USP 5PT24) 6 EACH 2X8 STUD
PRECAST OR POURED IN 2-LAYER WATER RESISTANT BARRIER, OVER 0000 UPLIFT CONNECTOR
PLACE SILL (PER BLDR) 2METHOD PER "NAILING SCHEDULE
" GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT —
"
2" TEXTURED CEMENTITIOUS 0) #5 REBAR VERTICALLY IN FULL WALL
COATING MIN. (PER ASTM GONG. POURED CELL 2x8 SYP #2 WOOD STUDS 6 12" O.C. MAX
092(o) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE
is 4" P.T. FURRING STRIPS 16" O.C. BETWEEN THE /v2' DIAMETER ANCHOR BOLT
HANDRAIL AND THE 12" O.C. MAX w/ T EMBEDMENT
8' CM WALL SHALL BE 1 y" w/ 2' DIAMETER WASHER 2" GYPSUM WALL BOARD
a --WOOD BASE 2
2x8 SYP #2 WOOD STUDS 12' O.C. MAX
42' KNEEWALL iy �IEAC� 2x8 S up 6PT22)
7B 1) COURSE TIE-BEAM POURED SOLID w/
ONCRETE SLAB
WA2 CONCRETE w/ (U 15 REBAR HORIZONTALLY
a J.-
(SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL rat RECAST LINTEL
a °,- a AND REINFORCEMENT) 34" MIN. TO 38" MAX A.F.F. WINDOW (PER PLAN),
(SIZE AND REINFORCEMENT
XTERIOR WALL FOOTING o ATTACHMENT PER MFR, PER PLAN)
(SEE FOUNDATION PLAN FOR SIZE L z SPECIFICATION
!
FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT)
1 STAIR HANDRAIL LU
TWO STORY SCALE: 3/4'=1'-0' 4Aa-Tw0 STORY SCALE: 3/4'=1'-0' z u, PRECAST OR POURED IN
o PLACE SILL (PER BLDR
z 2° TEXTURED GEMENTITIOUS
16d NAILS 8" O.C. MAX L3' TEXTURED GEMENTITIOUS COATING MIN. (PER w z COATING MIN. (PER ASTM ALL INSULATION
$ o o (R-VALUE PER ENERGY GALLS)
2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM C92(o) OVER PAPERBACK EXPANDED METAL u-- f__C926) OVER CM
6d NAILS EACH EN LATH ONTINUOUS 2x4 w/ (4) 16d NAILS 6 TDP Q !" GYPSUM WALL BOARD
INTO TRUSS w/ (4) 1
OVER APPROVED 2-LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS o ° __ _ 30
3�4" TSG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND " BOTTOM PLATE OF 2nd FLOOR WALL) 4 P.T. FURRING STRIPS 16 O.C.
ATTACHMENT METHOD PER NAILING SCHEDULE _40
METHOD PER "NAILING SCHEDULE' �4° TSG SUBFLOOR (ATTACHMENT a _j U 05 CONTINUOUS REBAR a 16' O.C. MAX, IN
EXTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE")o z a o CONCRETE POURED CELL
ad RING SHANK NAILS a 4 O.C. [SIZE AND SPACING PER NOTE o Z (VERIFY PER PLAN)
MAX INTO BLOCKIN #21, UNDER CATEGORY TIMBER mWOOD BASE
ON GENERAL NOTES SHEET GN)] RE-ENGINEERED FLOOR TRUSS Q ? ° 2'-0"
PRE-ENGINEERED FLOOR TRUS (MIN. IN SLAB
Lu
EMBEDDED STRAP ONTINUOUS 2x6 w/ (6) 16d NAILS m °� REBAR 48' LONG w/ 6' NOOK
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
2x4 BRACE 48" O.C. w/ (5) 12d NAILS 7B (or EQUIVALENT) 7B _ a 24' O.C. (MIN. 24" IN SLAB)
WA (PER PLAN) WA2
a EACH ENDIS A NAILER FOR WALL SHEATHING)
8' GYPSUM BOARD OR 2" HIGH _
4" CONCRETE REINFORCED w/ FIBERMESH AT
STRENGTH CEILING BOAR 2" TEXTURED CEMENTITIOUS cO a a A RATE OF .151bs PER CUBIC YARD ON 6-MIL
COATING MIN. (PER ASTM= o G POLY ETHYLENE VAPOR BARRIER ON WELL
GONG. FILLED U-BLOCK w/ C92(o) OVER CMU :: 8" GYPSUM BOARD OR 2" HIGH a COMPACTED GLEAN TERMITE TREATED FILL
STRENGTH CEILING BOARD z ° (01 oil 3) 05 REBAR ON CHAIRS
l i) #5 CONTINUOUS REBAR NOTE:
STRUCTURAL SHEATHING MUST NOT 0
ONG. FILLED U-BLOCK w/ 2'-0"
BREAK WITHIN 1'-4' MIN. FROM 2nd (1) #5 CONTINUOUS REBAR
FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION�n
2 SCALE: 3/4'_1'-0' PARALLEL TO BLOCK TO BLOCK 2 Tufo STORY SCALE: 3/4'=1'-0' Sl:
A R C H I T E C T S
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. &c LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000/113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JAMES/.0 iANTWELL
AR NO 12079
DAT : 6"X2/18
SCALE: 1/4"=1'-0"
SHEET
D 4
am
SUBDIV. &c LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000/113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JAMES/.0 iANTWELL
AR NO 12079
DAT : 6"X2/18
SCALE: 1/4"=1'-0"
SHEET
D 4
MSTCM40 1/16' O.S.B. SHEATHING OR
(INSTALLED ON TOP OF 1/2' CDX PLYWOOD
WALL SHEATHING
2x4 EXTERIOR WALL
A 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
2x4 EXTERIOR WALL
aiuua
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
MSTCM40
( INSTALLED ON TOP OF
WALL SHEATHING
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
2X6 EXTERIOR WALL
STUDS
2X6 BOTTOM PLATE
PLAN VIEW - 2x6 WALL
EXTERIOR STUD WALL - INSIDE CORNER
SCALE: N.T.S.
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
NOT
• MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS IS 1 Y'
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 END AND
EDGE DISTANCE FOR
TITEN SCREWS IS 1 Y'
HTT-4 SECURED TO STUD
W/ (20)10d X 1 J' NAILS
PRE-ENGINEERED FLOOR
TRUSS (GIRDER DRAWN)
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
5/S' A.T.R-
BEARING
.T.R.BEARING POST/ BEARING STUDS
(PER PLAN)
EXTERIOR STUD WALL - CORNER TO POST
SCALE: V.S.
2X EXTERIOR WALL STUDS �. T j G 5U5FLOOR GLUED AND
NAILED AS PER NAILING SCHEDULE
PRE-ENGINEERED FLOOR 1pJ55
ELEVATION VIEW
A
SCALE: RTS.
ELEVATION VIEW
B
SCALE: RTS.
2X EXTERIOR WALL STUDS
SECOND FIN. FLR
TOP OF WALL
IDS
PRE-ENGINEERED FLOOR TRUSS
(GIRDER DRAWN)
HTT-4 SECURED TO STUD W/ (20)
10d X 1 J' NAILS
5/6' A.T.R. IN HIGH STRENGTH
EPDXY (MIN. 1' EMBED)
FOUNDATION (PER PLAN)
DBL. STU
2x4 BOTTOM PLAY
2x4 EXTERIOR WALL STUD
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A
SCALE: RTS.
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B
SCALE: RTS.
2X EXTERIOR WALL STUDS
SECOND FIN. FLR
TOP OF WALL
IDS
PRE-ENGINEERED FLOOR TRUSS
(GIRDER DRAWN)
HTT-4 SECURED TO STUD W/ (20)
10d X 1 J' NAILS
5/6' A.T.R. IN HIGH STRENGTH
EPDXY (MIN. 1' EMBED)
FOUNDATION (PER PLAN)
DBL. STU
2x4 BOTTOM PLAY
2x4 EXTERIOR WALL STUD
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD C
PLAN VIEW - 2x4 WALL
' T 4 G SUBFLOOR GLUED AND
NAILED AS PER NAILING SCHEDULE
2X6 BOTTOM PLATE
2X6 EXTERIOR WALL STUDS
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD
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
ONC. FILLED LINTEL BLOCK W/ (1) 05
ONTINUOUS REBAR
tT-4 SECURED TO STUD W1 (2ID)10d
1 ;'NAILS
16' A.T.R. IN HIGH STRENGTH EPDXY
11N.1' EMBED)
PLAN VIEW - 2x6 WALL
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) 05
ITINUOUS REBAR
-4 SECURED TO STUD W/ (20)10d
NAILS
A.T.R. IN HIGH STRENGTH EPDXY
.1' EMBED)
2X EXTERIOR WALL STUDS
NTT -4 SECURED TO STUD W/
(20)10d X 1NAILS
ELEVATION VIEW
C
SCALE: N.T.S.
EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK
SCALE: N.TS.
CONC. FILLED LINTEL BLOCK W/ (l) 5
CONTINUOUS MBAR
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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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2X6 BOTTOM PLATE
2X6 EXTERIOR WALL STUDS
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD
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
ONC. FILLED LINTEL BLOCK W/ (1) 05
ONTINUOUS REBAR
tT-4 SECURED TO STUD W1 (2ID)10d
1 ;'NAILS
16' A.T.R. IN HIGH STRENGTH EPDXY
11N.1' EMBED)
PLAN VIEW - 2x6 WALL
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) 05
ITINUOUS REBAR
-4 SECURED TO STUD W/ (20)10d
NAILS
A.T.R. IN HIGH STRENGTH EPDXY
.1' EMBED)
2X EXTERIOR WALL STUDS
NTT -4 SECURED TO STUD W/
(20)10d X 1NAILS
ELEVATION VIEW
C
SCALE: N.T.S.
EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK
SCALE: N.TS.
CONC. FILLED LINTEL BLOCK W/ (l) 5
CONTINUOUS MBAR
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A It 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
r
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\000000000
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT'
STATE OF FLORIDA
JUN 0 2 2018
JAME LL
A 12079
D 6/2/is
S :1/4„=1'-0”
SHEET
NOTE:
—SECURE EACH KING STUD t0 COP PLATE w/
STRUCTURAL SHEATHING MUST NOT
�
SIMPSON SP4 or USP SPT4
BREAK WITHIN 1'-4' MIN. FROM 2nd
(FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o)
FLOOR LINE
—EXTERIOR BEARING STUDS
-E1INEERED TRUSSES w/ TRUSS
PRE-ENGINEERED ROOF CRUS
[SIZE AND SPACING PER NOTE 021,
CONNECTOR (VERIFY w/ TRUSS PLAN)
UNDER CATEGORY TIMBER ON
ei
GENERAL NOTES SHEET GN)]
OUBLE TOP PLATE
CONTINUOUS 2x4 w/ (4) 16d NAILS * TOP
RIPPLE STUDS @ 16' O.C. MAX
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
BOTTOM PLATE OF 2nd FLOOR WALL)
FMNfNG SCUDS
SIMPSON MT512 or USP MTW12
�"II'II'II
(SEE 'MINIMUM WALL AND HEADER STUD
2x DOUBLE TOP PLAT
TO LEDGER 24' O.C.
REQUIREMENTS' CHART ON FRAMING PLAN
PRE-ENGINEERED ROOF TRUSSES
-ENGINEERED FLOOR TRUSS
HEADER
FOR DETAILS AND SPECIFICATIONS)
or
(SIZE PER PLAN)
ECURE JACK STUDS TO HEADER
CONVENTIONALLY -FRAMED
DOUBLE 2x6 LEDGER
w/ SIMP50N or USP L5TA12
RAFTER
SECURED TO TRUSS w/ % x 5'
(EACH SIDE OF OPENING)
LAG SCREWS 6 24' O.C. MAX
a:.
BEDDED SCRAP
JACK STUDS
CONTINUOUS 2x6 wl (b)16d NAILS s(PER
PLAN)
(SEE 'MINIMUM WALL AND HEADER STUD
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
CAST LINTEL
REQUIREMENTS' CHART ON FRAMING PLAN
IS A NAILER FOR WALL SHEATHING
(SIZE AND REINFORCEMENTC
DOOR / WINDOW
FOR DETAILS AND SPECIFICATIONS)
PER PLAN)
OPENING
&EXTERIOR BEARING STUDS
[SIZE AND SPACING PER NOTE 021,
LEDGER CONNECTION AT
FLOOR
TRUSS
UNDER CATEGORY TIMBER ON
1 PERPENDICULAR
SCALE: 3/4'=r-0'
GENERAL NOTES SHEET GN)]
0
///,z
ECURE EACH JACK 4 KING STUD
ROOF SHEATHING (TYPE AND
TO BOTTOM PLATE w/ SIMPSON SP4
ATTACHMENT METHOD PER
NOTE:
0 or USP SPT4
'NAILING SCHEDULE'
STRUCTURAL SHEATHING MUST NOT
2x BLOCKING UNDER WALL
BREAK 1'-4' MIN. FROM 2nd
SECURED
FLOOR LINE
ECURE BOTTOM PLACE t0 SLAB w/
TRUSSTBAYS wNABETILS
XTERIOR
BEARING STUDS
x"11
Q Yz' x 9' ANCHOR BOLT w/ 2' WASHER
EACH EN
PRE-ENGINEERED ROOF TRUSS
[ SIZE AND SPACING PER NOTE
SET IN SIMPSON HIGH STRENGTH
UNDER CATEGORY TIMBER ON
EPDXY (OR EQUIVALENT) 6'
2x STUDS SPACING PER PLA
GENERAL NOTES SHEET GN)]
EMBEDMENT MIN. ,s 32' O.C. MAX
MTL12 0 EVERY LTU
2x BOTTOM PLAT
EXTERIOR WINDOW DOOR
OPENING IN FRAME WALL
DORMER ATTACHMENT
SIZE AND LPACING
OF STUDS PER PLAN
SIMPSON MT512 or USP MTW12
4
SCALE: 3/4'=1'-0'
6 Two STORY SCALE: 3/4'=I'-0'
TO LEDGER 6 24' O.C.—
-ENGINEERED FLOOR TRUSS
SECURE EACH KING STUD TO TOP PLATE w1
IMPSON SPS or USP SPTS
DOUBLE 2x6 LEDGER
SECURED TO TRUSS w/ %s' x 5'
SIMP50N SP4 or USP SPT4
6 TOP 4 BOTTOM
LAG SCREWS 6 32' O.C. MAX
(FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o)
a
BEDDED STRAP
(PER PLAN)
-ENGINEERED TRUSSES w/ TRUSS
-ENGINEERED TRUSSES w/ TRUSS
CAST LINTEL
-PRE(SIZE
rl
CONNECTOR (VERIFY w/ TRUSS PLAN)
CONNECTOR (VERIFY w/ TRUSS PLAN)
AND REINFORCEMENT
\---DOUBLE TOP PLATE
HEADER
OUBLE TOP PLATE
PER PLAN)
(SIZE PER PLAN)
RIPPLE STUDS a 16' O.C. MAX
KING STUDS
SIMPSON or USP MSTA24
LEDGER CONNECTION AT
FLOOR
TRUSS
HE ADER
(SEE 'MINIMUM WALL AND HEADER STUD
00
EACH JACK STUD
PARALLEL
SCALE- 3/4'=r-0'
(SIZE PER PLAN)A.2x8
REQUIREMENTS' CHART ON FRAMING PLAN
SYP 02 WOOD STUDS 12' O.C. MAX.
FOR DETAILS AND SPECIFICATIONS)
WALL SHEATHING TO BE WITHIN Y' OF
--SECURE JACK STUDS TO HEADER
WINDOW/DOOR OPENING. WALL SHEATHING
w/ SIMPSON or USP LSTA12
MAX
(TYPE AND ATTACHMENT METHOD PER
NOTE:
1116 O.S.B. SHEATHING OR 1/2 CDX
(EACH SIDE OF OPENING)
OPENINGS 48'
'NAILING SCHEDULE')
PLYWOOD CONTINUOUS t0 BLOCK
SHEATHING MUST NOT BREAK AT
JACK STUDS
JOINT OF WALL AND INTERSECTING
CONT. 2x4 W/ (4)16D NAILS s TOP OF
(SEE 'MINIMUM WALL AND HEADER STUD
2) JACK STUDS t (2) KING STUDS 0 EACH
ROOF DECKING.
FLOOR TRUSS
DOOR / WINDOW
D
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)
1/16' O.S.B. SHEATHING OR 1/2' CDX
[SIZE AND SPACING PER NOTE "21,
WITHIN 6' FROM EACH END 4 NO MORE
2X EXTERIOR STUDS
PLYWOOD OVER PRE-ENGINEERED
UNDER CATEGORY TIMBER ON
THAN 12' O.C. STAGGERED
ROOF TRUSSES
GENERAL NOTES SHEET GN)]
NOTE: ROOF
JACK STUD ASSEMBLY TO BE
o
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. FLRWINDOW
SILL w/ CRIPPLE STUDS ,@ 16O.C.
---SECURE EACH JACK 4 KING STUD
TO BOTTOM PLATE w/ SIMPSON SP4
DIAMETER
or USP SPT4
MAXI wMEt w�/ 2t pIAMETER
o
; o
WASHER
COP OF WALL
HEATHING TO LAP TO TOP OF
D MASONRY WALL.
SHEATHING MUST NOT BREAK 1'-4' MIN.
IMPSON or USP MSTAM24 e EACH JACK
SECURED w/ (3)Y x 1 %4 TAPCONS TO
PRE-ENGINEERED
CONT. 2x6 w/ (6)16d NAILS g
116dFROM
2ND FLOOR LINE
CMU w/ MIN. 2' COVER d 2' APART
FLOOR TRUSSES__/
BOTTOM OF FLOOR TRUSS
�'`
; ;
2x8 BOTTOM PLATE
(BOTTOM 2X615 FOR WALL
BEARING CONDITION
SHEATHING NAILER)
(PER PLAN)
TYPICAL PRECAST LINTEL
ROOF TO SECOND FLOOR
WALL
EXTERIOR WINDOW DOOR
OPENING IN FRAME WALL
WINDOW OPENING IN 2 -STORY WALL
3
7
r
PARALLEL SCALE:
3/4'=I'-0'
TWO STORY
SCALE: 3/4'=1'-0'
TWO STORY
SCALE: 3/4'=I'-0' svi4
o,
A R C H I T E C T S
DesovinGrounc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�"II'II'II
\DOOODDOOOJ
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
0299"7.000 113R1
PAGE:
SECTIONS/
DETAILS
ARCHfTECT-
STATE OF FLORIDA
02 2018
J �iNC012A OL
D TE: 6/2/18
CALF:1/4"=V-091
SHEET
D
A R C H I T E C T S
4 0 '
/GrouI 0
Des sn
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12.
1
Pnc.
----
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PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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Ryan Homes - Openings
Vendor: 84 Lumber
Windows - Slidina
Glass Doors - DOUBLE PANE LOW E
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16100
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1 TRANSOM VINYL WHT W/GR I
� 149"
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11-11.11,11----- ... ...... � ,-." -11-1-1- ... --
54" X 15"
16100
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16104
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� 111-1 I ml.----, -,..- � .. I. -I 11 � ,-.- ....1.1 � IZ ....... 1"..",
55"X 25"
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16100
i6ib ..... .... * ... ....... � '
0839 .. .
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25 TW W/ARCH ..........
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...... - ,
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74 1/2" X 67"
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16104
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TRANSOM VINYL W/GR
--,,-,--,--r ... -1----1-.-e- .... ...... - ......
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5411 X 3411
16100
.... .
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60" X 18"
16103
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34 1/8" X 82 5/16"
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A R C H I T E C T S
4 0 '
/GrouI 0
Des sn
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----
L64i-W6.66jN::.�i9--.-.
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PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUIBDrV. & LLDOT:1
KENSINGTON
RESERVE
(LOT#113)
I
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000/113Rl
PAGE:
WINDOW
SCHEDULE
L
-
fARC:14PECT- -)
STATE OF R-ORIDA
M WY2018
JA, CANTWELL
'
= NO 12079
;T = 0=0
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D kE: .6/2/18
S(C AT :1/4"=V-0"
�z I . :
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH -a 9' O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ %8' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
I' O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER ASTM 01063 1.10.1.4
NOTE:
I. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE W/ ASTM 0I063
2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO I
WALL STUDS REQUIRED PER PLAN J
CUT TWO PIECES OF FORM FLASH 1
APPROX. 6' LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHE51VE DIRECTLY
TO 055 AROUND PENETRATION
' OR LE55 PIPE PENETRATION
S7AF271NCz U11TN THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH I IN HALF
(LENGTH WISE WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PRO?ECTO FORM FLASH I
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER F5C 8103.1.1
TO
bl TO S' �( I AP M N 16' TO a,
EXTERIOR LATHING AND i'LASTERINCx
EXTERIOR USE OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF ASTM G 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 SCALE: KTh.
8" TRICK, 3 COAT CEMENT
PLASTER
WR5 LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
67' (VERT,) O.C. MAX AT SUPPORTS
WR5 LAVER #1, STUCCOWRAP
(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
SCALE: KT,S.
NOTE: APPLY SEALANT AT 'M' CONTROL
JOINT END TO END CONDITIONS
//vUSE FINGERS 70 MOLD THE REMAINING HALF OF THE
FORMFLASH 170 THE SHEATHING, MAKING SURE THE
FORM FLASH I IS TIGHT TO THE PIPE AND TO THE
SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
TAKE SECOND PIECE OF FORM
FLASH I AND APPLY IT TO THE
70P HALF OF THE PIPE IN THE
STEP 2 SAME MANNER, MAKINGSURE
THE OVERLAP AREAS ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WR5 LAYER #1,
STUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WR5 LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
SECTION
METAL LATH
PROTECTO FORM FLASH 1
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELASTOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE:
511DE LAPS OF METAL PLASTER BASES
SHALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
SUPPORTS WITH 0.0475 -IN. (121 -MM) WIRE
AT INTERVALS NOT MORE THAN 9'
(229 -MM). A5 PER ASTM C1063 1.8.1.
NOTE:
FOR REPAIR OF TEARS IN WR5 LAYERS,
TEARS MAY BE PATCHED PEEL 4 STICK
WOOD 5TU
SHEATHI
WR5 #1 TAPED TI
SHEATHING w/ Wl
#2 OVER TOP. Wf
02 TO BE LAPP._
VERTICALLY 6' MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE 1'
VERTICAL LAP MIN.
LATH VERTICAL
LAP TO BE 1'
HORIZONTAL LATH
& PAPER DETAIL
SIDING
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
(;_-�PAPER LAP
SCALE: KT.S.
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP 51DING (PER BUILDER)
MINIMUM LAP (PER MANUR 5PEC5)
WEEP SCREED
STARTER STRIP (PER MANUR SPECS)
MINIMUM CLEARANCE
(PER MANUR 5PEC5)
5'Xl' CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
-ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6' @ VERTICAL LAPS (ROLL ENDS) 4
6' la HORIZONTAL LAPS.
METAL LATH
TAPE WR5 LAYER
#1, STUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
P MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
hi
z
e
N
"L" FLASHING
4 SCALE: KTS.
STUCCO
$' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WR5 LAYER 1,
STUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
LEGEND
DRAINAGE PLANE
(WR5 LAYER #1,
STUCCOWRAP OR
APPROVED EQUAL)
WR5 LAYER #2
z
(FORTIF15ER
BUILDING PAPER OR
71)I 1 APPROVED EQUAL)
METAL LATH X X X X
d
STUCCO a d
d�
IlIql1i ire
SELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / ASTM 0-541-013
MIN. 2.5 L55. PER 5Q. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WRS: WATER RE515TIVE 5ARRI
A R C H IT E C T S
4GrouInc.Design
p
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #:0003325
r
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�II"I"I'I
\000000000
SUSDIV. Be LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
JUN 0,f 2011
DA : 6/2/18
SCALE: 1 /4" =1' - 0"
SHEET
WAl
A R C Hl T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
TEXTURED GEMENTITIOU5
COATING
WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED
EQUAL)
WRB LAYER 02, FORTIFfBER BUILDING
WOOD SHEATHING
THICK, 3 COAT
PAPER (OR APPROVED EQUAL)
VENT CAP 15 TO BE SET IN CONTINUOUS
BED OF
CEMENT PLASTER
WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED
:: SEALANT.
PREMANUR DRYER VENT CAP
EQUAL) TAPED DIRECTLY TO SHEATHING
ONE -PRICE HOODED VENT ATTACHED PER MANUR
(SET IN CONT. SEALANT)
LAP LAYERS OF BUILDING WRAP OVER
SPECIFICATIONS
STEP FLASHING
NAILING FLANGE, STOP WR5 APPROX.
X APPLY SEALANT AT PERIMETER OF1,9
OVERLAPS KICKOUT
1 Y" ABOVE SHINGLES
X NON-MOVABLE FRAME AND STUCCO ON
ALL
SEALANT ALL SIDES
DIVERTER 1' MIN. �•`:_44 -�.
SELF -ADHERING FLASHING
SIDES, Y4' SEALANT JOINTS ALL AROUND
IN f
.• 4.•Y
{ THICK, 3 COAT CEMENT PLASTER
STEP FLASHING
METAL LATH
6B DRYER VENT BLOCK )
SCALE. N.TB.
DRYFLEKT KICKOUT DIVERTER
WR5 LAYER #2, FORTIF15ER BUILDING
r �
PAPER (OR APPROVED EQUAL)
..
.i.. J�0
BUILDING PAPER
�
DRYER VENT FRAME)
OVER 'QUICK FLASH"
FELT UNDERLAYMENT
o
6A scaLE:
PIPE THROUGH WALL
PER FBC R -1o3.1.1
SHINGLE ROOFING
\000000000
EXTERIOR LATHING AND PLASTERING
DRIP EDGE: OVERLAP 3",
FASCIA WRAP
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
EXTEND 1/2' BELOW
BUILDING PAPER
'QUICK
COMPLY WITH THE APPLICATION REQUIREMENTS OF
SHEATHING, MECHANICALLY
UNDER FLASH'
A5TM C 926-12A.
FASTEN 4' O.C. MAX,
A VENT �11N[ETR�ATII�N.semTa.INSTALLATION
OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH ASTM C 1063-12A
WOOD SHEATHINGWRB LAYER #2, FORTIF15ER
LEGEND
WOOD WR5 LAYER #1,
BUILDING PAPER (OR
DRAINAGE PLANE
NOTE:
CONSTRUCTION 5TUCCOWRAP (OR
APPROVED EQUAL)
(WR5 LAYER #1, 5TUCCOWRAP
INSTALL KICKOUT FLASHING
KICKOUT DETAIL
5 "T�
WOOD ° ` APPROVED EQUAL) METAL LATH
SHEATHING WR5 LAYER #2, WOOD -I/5' TEXTURED FIN15H a WOOD
OR APPROVED EQUAL
#2
AT BOTTOM OF ROOF 4 WALL
:
WR5 LAYER
INTERSECTIONS
FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL
(FORTIFIBER BUILDING PAPER
BUILDING PAPER (OR 8
CMU MEMBER -I' O.C. MAX
OR APPROVED EQUAL)
AREA TO
RECEIVE 1 COAT OF 5HER-CRETE
APPROVED EQUAL)
�"
- � %8' TO %' MID -WALL
METAL LATH X X X X
FLEXIBLE
CONCRETE WATERPROOFER or
$ THICK, 3 COAT CEMENT
WOOD FRAMED PLASTER
.% WEEP SCREED
46' WIDE STRIP SELF
STUCCO a
SCRATCH
GOAT PRIOR TO ELEC. METER
WALL %8' TO I/5" MID -WALL
ADHERING FLASHING, CLEAN
WOOD SHEATHING
INSTALLATION
WEEP 5CREED
MASONRY BEFORE APPLYING
SELF-ADHESIVE FLASHING
I
(PER 3/WA1)
6' SELF -ADHERING FLASHING
TEXTURED FIN15H 6 MA50NRY
HORIZONTAL WEEP SCREED
HORIZONTAL WEEP SCREED
NOTE:
FRAME TO FRAME
FRAME TO BLOCK
METAL LATH. LATH To BE PER FBC 8-103.7.1 / ASTM
VERIFY
ELEC. METER FIELD E8(5)w,��:
N_T5. "7B
WALE: N.T.S.
C -84l-09, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR
LOCATION
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY
SEALANT AT WEEP 5CREED END TO END JOINTS
ELEC, METER FIELD VERIFY LOCATION
ANT ON TOP 51DE5 ONLY
CUT ENOUGH PROTECTO FORM
FLASH 1 PIECES TO COVER BOX 4N
NOTE: ATTACH
PER5EA
•
EACH SfDE.STARTING AT THE
MANU S PE
CIFICATIONSPAST
OTTOM OF THE REMOVE
B EOXB 8E VE
LINER AND APPLY
MAKE AN Nx CUT THROUGH
PUSH THE PROTECTO O FO
RMBELEA5E
TO BE WITH RIGID
PROTECTO FORM LAS 1INA
THEPROT GTO FORMF ASH 1
F ASH 1 INTO TH OE
NINCAVITY
G 50CY NATE-P BLE D
SINGLE COMPLETELY
INTHEC CENTER
AN ADHEREHERE To T H
EPOLYMER
STUFF' O SIMILAR)
COVER BOX.
O OUTLET OPENING
INTERIOR OFTHEBOX.FOAM(NG8EAT
EXTENDINGTO 05
NOG L ER
WOOD SHEATHING
THAN 1' TO CORNER,
STEP 1
STEP 2
STEP 3
WR8 LATER #1, 5TUCCOWRAP
APPLY SEALANT AT TOP 4
(OR APPROVED EQUAL)E
. LASTOMERIC COATING
OF ELEC. METER BOX
PROTECTO FORM FLASH I51DES
COR APPROVED EQUAL)
L
AFTER STUCCO INSTALLATION
SELF ADHERING FLASHING
APPLY E -Z BEADOVER
.o.o.o
STUCCO/ C.V. FIN15H
FLA5H OPENING WITH PROTECTO FORM FLASH 1
SELF ADHERING FLASHING PER FLASHING
APPLY 60 MIN GRADE 'D' FELT
OVER SELF -ADHERING FLASHING
o 0
(OR APPROVED EQUAL) . 0 0 °
OVER 60 MIN GRADE 'D' o� ;o
(SEE TYPICAL WALL
SECTION)
ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WA1
OVER APROVED HOUSEWRAP
FELT -PROVIDE SEALANT 0-0.1 ; .
METAL LATH
PENETRATION 'PIPE PENETRATION DETAIL"
8)�ALE�-
#2,
• o • o • o
.
AT ALL JOINTS AND . 0.;.
INTERSECTIONS
EXTERIOR
APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE
WR5 LAYER FORTIF15ER
WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN
BUILDING PAPER (OR
STEP 4
STEP 5
9 ELECTRICAL RECEPTACLE
: KTP. 0"T) STEP G '
OR METER CAN COMBO OR METER CAN AND D15CONNECT
APPROVED EQUAL)
-
A R C Hl T E C TS
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#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT -
STATE OF FLORIDA
Eli
3D#k: 6/2/18
S ALE: 1 /4"=1' — 0"
SHEET
WA2
\000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT -
STATE OF FLORIDA
Eli
3D#k: 6/2/18
S ALE: 1 /4"=1' — 0"
SHEET
WA2
WOOD SHEATHING
WOOD CONSTRUCTION
Y4" HAT CHANNEL W/ %s'
TYPE 'X' DRYWALL
WOOD SHEATHING
WR5 LAYER #1, -
5TUCCOWRAP (OR
APPROVED EQUAL)
$" THICK, 3 COAT —
CEMENT PLASTER
WR5 LAYER 1
5TUCCOWRAP
(OR APPROVED EQUAL)
AMIGO AM6(o-WFWC--180
CUSTOM CA51NG DEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR —
SEAL GAP
WR5 LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WR5 LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
8" THICK, 3 COAT CEMENT
PLASTER
AM6(o-WFWC-780 CUSTOM CASING
BEAD COR APPROVED EQUAL)
WR5 LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
6' SELF-ADHEREING FLASHING
WRAPPED 6 CORNER OF CANTILEVER
aw X AMICO AM66-WFWC-780 CUSTOM
CASING 5EAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL @ CANT.
FIN15H LAYER (2 LAYER
PEEL 4 STICK)
(o' PEEL 4 STICK 6 DRIP
EDGE TO DECK
1 J12'XI Y4' P.T. OR SIMULATED WOOD (TREX)
FILLER COR APPROVED EQUAL), CONTINUOUS
WATER PROOFING let LAYER (2 LAYER
PEEL 4 STICK) WRAPPED FROM
5ALCONY DECK TO CANTILEVER
(o' PEEL 4 STICK 6 DRIP EDGE TO DECK
5U5 FLOOR
FULL SHEETS OF PEEL 4 STICK
1 /V2"X1 Y4" P.T. OR SIMULATED WOOD (TREX)
FILLER COR APPROVED EQUAL), CONTINUOUS
Y4' GAP FOR SACKER
ROD 4 SEALANT
" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CA51NG 5EAD
VINYL (OR APPROVED EQUAL) 5EAD
VINYL (OR APPROVED EQUAL) CA51NG 5EAD
==•COMPONENTS PULLED
—� , APART FOR CLARITY
LEGEND
DRAINAGE PLANE
(WR5 LAYER 1, 5TUCCOWRAP
OR APPROVED EQUAL
WR5 LAYER 02
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO a
WOOD SHEATHING
SELF-ADHESIVE FLASHING
VINYL COR APPROVED -
EQUAL) CA51NG DEAD
5/8' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED FIN15H
S" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER 5EAD
VINYL COR APPROVED EQUAL)
CA51NG BEAD
3" X 3' 26 GA. GALV. METAL DRIP
EDGE SET IN FULL 5ED OF SEALANT, Y2'
MIN. SPACE FROM DRIP FACE TO TREX
Y4" GAP FOR 5ACKER ROD 4 SEALANT
VINYL COR APPROVED EQUAL) CASING BEAD
WEATHER RESISTIVE 5ARRIER #1
WEATHER RE515TIVE BARRIER #2
DECK MEMBRANE, EXTEND OVER DRIP EDGE
/-3" X 3' 2(o GA. GALV. METAL DRIP EDGE SET
IN FULL 5ED OF SEALANT, y" MIN. SPACE FROM
NOTE:
METAL LATH: LATH TO 5E
PER FBG 8103.1.1 / A5TM
0-841-091 MIN. 2.5 L55, PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RE515TIVE
BARRIER #1
WEATHER RESISTIVE
5ARRIER #2
8" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/5EAM
VINYL CORP. (OR APPROVED EQUAL)
4' P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
&IRIP EDGE INSTALLATION
_E:Krs.
Y4' GAP FOR BACKED
ROD 4 SEALANT
VINYL (OR APPROVED EQUAL)
CA51NG 5EAD
WATER PROOFING let LAYER
(2 LAYER PEEL 4 STICK)
PEEL 4 STICK
5U5 FLOOR
DRIP FACE TO TREX MODIFIED 90
VINYL (OR APPROVED EQUAL) CA51NG DEAD 1 Y"X1 Y" P.T. OR SIMULATED WOOD (TREX)
WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS
PEEL 4 STICK) WRAPPED FROM 5ALCONY 4' GAP FOR SEALANT
DECK TO CANTILEVER OPT. BACKER ROD
8" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE 5ARRIER #2
4' P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
**;COMPONENTS PULLED
APART FOR CLARITY
8" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CA51NG 5EAD
VINYL (OR APPROVED EQUAL) 5EAD
VINYL (OR APPROVED EQUAL) CA51NG DEAD
NOTE: SET RAILING LAG 5OLT ATTACHNMENT5
IN SEALANT, WHERE APDL ICA5LE
2x FRAMING MEMBER
8" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED TO
SHEATHING 6 1' O.C. MAX.
WR5 LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WR5 LAYER #2, FORTIP15ER 5UILDING
PAPER COR APPROVED EQUAL)
*Qu%ER BEAD@ FRAME
CORNER BEAD
(FASTENER 4 SPACING a 1' O.C.)
CMU
%s' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MASONRY UNIT
CORNER BEAD @ BLOCK
12B SC,&E: KT,S.
COLUMN SHEATHING
WEATHER RESISTIVE 5ARRIER #1
WEATHER RES15TIVE 5ARRIER #2
(o" SELF ADHERING 4 FLASHING
PEEL 4 STICK
1 Y2'X3' 'L" FLA5HING FULLY
EM5EDDED IN ROOF CEMENT
1 Y" X 3" 28 GA. GALV. METAL DRIP EDGE SET
IN FULL 5ED OF 5EALANT, Y' MIN. SPACE FROM
DRIP FACE TO TREX
WEATHER RE515TIVE 5ARRIER #1
WEATHER RE515TIVE 5ARRIER #2
EXTERIOR COLUMN
COLUMN SHEATHING
(o' SELF ADHERING 4 FLASHING
1 Y12'x3' 'L' FLASHING FULLY
EMBEDDED IN ROOF CEMENT
Y' X 3" 26 GA. GALV. METAL DRIP EDGE
SET IN FULL 5ED OF SEALANT, Y" MIN.
SPACE FROM DRIP FACE TO TREX ON
ALL 4 51DE5 OF COLUMN
VINYL COR APPROVED EQUAL) CASING 5EAD
WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK)
WRAPPED FROM 5ALCONY DECK TO CANTILEVER
s" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE 5ARRIER #1
WEATHER RESISTIVE 5ARRIER #2
4' P051TIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
COLUMN W/ 'T' FLASHING
SCALE: KT,S.
"l ITv1EN�
A R C H IT E C T S
Desi2Grouo1n
.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #:0003325
r
�
\OOODOODDOJ
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT-
STATE OF FLORIDA
D # E: 8/2/18
AT 1/4 " =1' — 0"
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
8' TRICK, 3 COAT
CEMENT PLASTER
h'5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER #1, 5'
(OR APPRO1
WRB LAYER 02, FORTIF15E
PAPER (OR APPR0)
r
8' TH
CEMET
(o' 5ELf
WINUvw r-i_,wiv.�
CASING BEAD C WINDOW
FRAME, NO BAND
13A �: n,.t�.
WOOD CONSTRUCTION BEYONI
WOOD 5HEATHIN
WEATHER RE615TIVE BARRIER!
WEATHER RESISTIVE BARRIER '
V/6' X I Y4' LAP SIDING W/(o' REVE4
6' SELF -ADHERING FLA5HIN
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
DO NOT CAULK OR SEAL OPENIN
GALV'D METAL "Z" FLASHIN
STUCCO CA51NG BEA
SIDING TO STUCCO
BLOCK TO FRAME TRANSIT
WOOD SHEATHING
WEATHER RE516TIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
X -I Y" LAP SIDING W/6 REVEAL
6' 5ELF-ADHERING FLASHING
STARTER STRIP PER MANUFACTURER'
INSTALLATION IN5TRUCTION5
DO NOT SEAL OPENING
GALV'D METAL "Z' FLASHING
E -Z BEAD VINYL'
(OR APPROVED EQUAL) CA51NG
(W/Ys' FLEXIBLE PVC BACKER ROD)
6' SELF -ADHERING FLASHING
%8" THICK, 3 COAT CEMENT PLASTER
WEATHER RE61STIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
'PTUCCOWRAP
EQUAL)
dG
=ORTIF15ER
R (OR
JAL)
T
:R
WOOD SHEATHING
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
8' TRICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CA51NG BEAD
6 "5ELF-ADHERING FLASHING
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
TA
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
'LODED S" THICK, 3 COAT
a� \ CEMENT PLASTER
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
(o'SELF-ADHERING
FLASHING
DRIP CAP
CASING BEAD WINDOW WINDOW FLANGE
FRAME, W BAND
' SELF -ADHERING FLASHING
FATHER RE515TIVE BARRIER #1
EATHER RESISTIVE BARRIER 02
TARTER STRIP PER
ANUFACTURER'5 INSTALLATION
15TRUCT I ON5
" SELF -ADHERING FLASHING
:ALV'D METAL 'Z" FLASHING
10 NOT CAULK OR SEAL OPENING
:ALV'D METAL 'Z' FLA5HING
STUCCO CASING BEAD
WOOD CONSTRUCTION BEYOND
6' SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER #1 TO LAP
6' MIN. ABOVE TOP OF 'Z' FLASHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
GALV'D METAL 'Z' FLASHING
DO NOT CAULK OR SEAL OPENING
WEATHER RE515TIVE BARRIER #1 TO LAP
6' MIN. ABOVE TOP OF 'Z' FLASHING
6' 5ELF-ADHERING FLASHING
WEATHER RE515TIVE BARRIER #1
E -Z BEAD VINYL (OR APPROVED EQUAL)
CASING (W/%s' FLEXIBLE PVC BACKER
ROD)
WEATHER RESISTIVE BARRIER #2
SIDING TO STUCCO
FRAME TO FRAME TRANSITION
LEGEND
DRAINAGE PLANE
(WRB LAYER 01, 5TUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER 02
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO a °
°.
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING
NOTE:
METAL LATH- LATH TO BE PER FBG 8103.1.1 / A5TM
C-541-09, MIN, 2.5 LBS, PER SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
r5EALANT—
WINDOW
FRAME —
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
1X TRIM MEMBER im STUCCO
TO 51D ING TRAN61TION–A
51DING
Ya' GAP TYf'
CASIW_% BEAD
TO TRIM
8' TH I CK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIRBER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
'--WRB LAYER 1, 5TUCCOWRAP
WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CA51NG BEAD
6' SELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
14 scale: Krs. c�aoss-sEcTm
WOOD SHEATHING
METAL LATH
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
8" TH I CK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
CASING BEAD RAISED
FRAME@,,,_YAN�DN.t
_YT Cs fm
IN TOP METAL LATH SEALANT
GASIS* BEAD
ro wlNDow
WRB LAYER 02, FORTIF15ER BUILDING
%/IUVVVW�WI
(OR APPROVED EQUAL) y
6' WIpE PEEL t STICK
OVER FLANGE
E -X BEAD VINYL
T (OR APPROVED EQUAL) GASINCs ZX FRAMING
(lU/%8' FLEXIBLE PVC BACKER ROD MIEMIIER
INCLUDED)
*APPLY FULL BED OF
SEALANT BETWEEN
WOOD SHEATHING
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
a" THICK, 3 COAT CEMENT
PLASTER
$' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
a
WRB LAYER 02 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 /
6" SELF ADHERING FLASHING
WOOD SHEATHING
FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR
CLARITY
EZ BEAD WINDOW CASING
17 : KTA
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
v�
m
E
0
c
cc
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL.:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT.
STATE OF FLORIDA
An p Z
10/0-ATE:1/401=1 — 0"
SHEET
�'I"I'tlll
\000000000
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SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL.:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT.
STATE OF FLORIDA
An p Z
10/0-ATE:1/401=1 — 0"
SHEET
CUT HOU5EWRAP AT
45° ANGLE
MODIFIED 'I' CUT IN
HOU5EWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER SHEATHING OVER WD
STUD WALL
TEMPORARILY FOLD ''=
SECURE HOUSEWRAF
4-1 P UNDER) at
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
FULL WRAP
18 : xT.8 (FRAME)
WALL FLASHING INSTAL
DETAIL MASONRY
18A: rlTs.
TION
FOLD HOUSE
IN AT JAM55
SLOPE 5ILL R
EXTE
INSTALL (o' SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAM55
EXTEND FLASHING MIN 1'
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
APPLY 031 H2U (01
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHINCs (LANCO
WHITE -SEAL RC -863
OR EQUAL).
STEP 2
ALIGN FLEXIBLE
5ELF-ADHERING
%5HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNEC
=DGES. (CAP NAILS,
5TAPLE5;
INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
APPLY 3/8' NOM. CONTINUOUS
BEAD OF SEALANT AT JAM85
APPLY TO BACK
41LING FLANGE IN
PUNCHED HOLE5
OR SLOTS,
I. I A W . 1 I
;)1hr o
(o' SELF -ADHERING
OVER VINYL HEAD
3 (WITH END DAMS)
NAILING FLANGE
EXTEND
5ELF-ADHERING
FLASHING 1' MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
SUPER STRETCH
BUTYL FLASHING
611 IF 4-1 '" ND
DAMS REQ'D. AT
EACH END OF SILL
olrjr
15EWRAP DOWN 4
D I AGONAL CUT 4
4EAD 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 I
MANUFACTURERS WRIT
INSTRUCT I
APPLY MEMBRANE
FLASHING OVER JOINT
olfir 0
(o' WIDE ADHESIVE
LEX15LE FLASHING
R DRIP CAP JOINT
TO -WRAP BT-20XL
APPROVED EQUAL)
STEP 5
►J1L'1 U
NOTE:
1. IT 15 THE CONTACTORS RE5PON51 B I LTY
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 WINDO
WITH SEALANT `U�`°,�`
A R C H IT E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
p 2018
ATE:
6/2/18
[,ACALF: 1/4" =1' — 0"
SHEET
WA5
\000000000
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT#113)
MODEL:
SUMMERLAND
(VERSION#01)
PROJECT#:
02997.000 113R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
p 2018
ATE:
6/2/18
[,ACALF: 1/4" =1' — 0"
SHEET
WA5