HomeMy WebLinkAbout3710 Hanworth Lp (a)wwSEAGATEwl
VERSION#04
WORD COPY
REVIEWED FOR CODE COMPLIANCE FORM
SF
PLANS EXAMINER
DATE
S�",NFQPD 80ILDING DIV610N
-_D SEA
VIGLA-l'-:', ALTER :R SEf
1HES C )F . THE'-'1,_GH1\.1ICAL
V&C"Nz
OFFICIAL FROi'v, THEREAFTER
A Ck'_)HREG TION OF ERRORS IN PLANS.
CONS]-Ru,C-f i0t\1 OR V0LATQNS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
#1 0 095
S A N 1-- 0 fes
an omes.co
* STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION
RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS
4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET
ALT. ALTERNATE MFR. MANUFACTURER
ORLANDO, FL 32811 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES
• ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED
RYAN HOMES — TAMPA CL CENTERLINE Mn. METAL I ELEVATIONS
CAB. CABINET N.T.S. NOT TO SCALE
1409 TECH BLVD., SUITE 202• OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 2 FLOOR PLAN
TAMPA, FL 33619 CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE
CONC. CONCRETE P.B. PUSH BUTTON 3 FOUNDATION PLAN
• MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE
* STATE OF FLORIDA • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 3A FOUNDATION DETAILS
— VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD
PROFESSIONAL ARCHITECT: D. DRYER PR. PAIR 3B DOWEL PLAN
• RISK CATEGORY — 11 DBL. DOUBLE P.T. PRESSURE TREATED
JAMES CANTWELL EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER
DIA. DIAMETER RAD. RADIUS 3C LINTEL PLAN (LOTTS)
AR NO. 12079 • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 3D LINTEL PLAN (CAST -CRETE)
DP. DEEP REF. REFRIGERATOR
A.B. DESIGN GROUP, INC. LOCAL AND STATE CODES DR. DOOR RM. ROOM 3E LINTEL PLAN (QUALITY PRE -CAST)
D.S. DOWNSPOUT R.O. ROUGH OPENING
1441, NORTH RONALD REAGAN BLVD. DTL. DETAIL S.D. SMOKE DETECTOR 4 ROOF FRAMING PLAN
LONGWOOD, FLORIDA 32750 WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG
Fax: (407) 774-4078 Tel: (407) 774-6078EA. EACH SHT. SHEET 5 ENTRY FRAMING DETAIL
BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING
EQ. EQUAL SHWR. SHOWER 6 ELECTRICAL PLAN
EXHEXHAUST Sim. SIMILAR
.
DRAWING / CONTRACT DOCUMENT EXT. EXTERIOR SL. SLIDING DI STORY WALL SECTIONS & NOTES
ASTURIA 150—C F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS
REVIEW BY BUILDER F.G. FUEL GAS STD. STANDARD
AYERSWORTH GLEN 150—B FIN. FINISH TEMP. TEMPERED GLASS D2 SECTIONS/DETAILS
FLU. FLOOR THK. THICK
THE BUILDER ASSUMES ALL LIABILITY FOR BAYBERRY WOODS 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D3 SECTIONS/DETAILS
DR.
INTERPRETATION OF THE CONTRACT DOCUMENTS. CARRIAGE POINT 150—B FTFR.G. FRENCH DOOR T.O.P. TOP OF PLATE
FOOTING T.O.S. TOP OF SLAB D4 SECTIONS/DETAILS
GA. GAUGE TYP. TYPICAL
CHAMPION'S RESERVE 140—B GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D5 SECTIONS/DETAILS
IF ANY ASPECT OF THE CONSTRUCTION (AS CREEK SIDE 140—B G.F.I. GROUND -FAULT CIRCUIT OTHERWISE
DESCRIBED IN THIS DRAWING SET) ARE UNCLEARINTERRUPTER V.P. VAPOR PROOF D6 SECTIONS/DETAILSCYPRESS PRESERVE 139—C GL. GLASS W. WASHER
AND IN NEED OF FURTHER DETAILING OR GYP. BD. GYPSUM BOARD W/ WITH
CYPRESS RIDGE 140—B H.B. HOSE BIB WD. WOOD D7 WINDOW SCHEDULE
EXPLANATION IN ORDER TO BUILD THIS PROJECT H.C. HOLLOW CORE WDW. WINDOW
HEA. WALL ASSEMBLY DETAILS
BASED ON THIS DRAWING SET, THE CORRECT HAMILTON GARDENS 140—B HDR. HEADER W/H WATER HEA
PROCEDURE IS FOR THE BUILDER TO SUBMIT A HIGHLAND MEADOWS 140—B HGT. OR HT HEIGHT W.I. WROUGHT IRON
INSUL. INSULATION WA2 WALL ASSEMBLY DETAILS
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO HIGHLAND PLACE 140—B MT. INTERIOR WA3 WALL ASSEMBLY DETAILS
THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B WA4 WALL ASSEMBLY DETAILS
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN LAKES AT LUCERNE 140—B SQ.FT. CALC.'S WA5 WALL ASSEMBLY DETAILS
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY LUCAYA LAKE CLUB 150—C
MANNER. AB DESIGN GROUP TAKES NO McCORMICK RESERVE 140—B LIVING 2034 5Q, FT,
RESPONSIBILITY FOR INTERPRETATIONS OF OCOEE PINES 140—B G,4RAGE (oil &Q, FT.
CONSTRUCTION BY THE BUILDER WHEN NO RFI's ORCHID ESTATES 140—B ENTRY 30 &Q, FT,
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF OSPREY LANDING 150—C L,4N,41 80 5Q. FT.
THE CONSTRUCTION BASED ON THE DRAWING SET. OVERLOOK AT GRASSY LAKE 140—B
THESE PLANS ARE DESIGNED AND ENGINEERED FOR PLEASANT HILL 140—D TOTAL 2109 50, FT.
A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SERENOA 140—B
RESPECTIVELY. IN THE CONDITION THAT THIS HOME SHADOW RIDGE 140—B
IS BUILT IN A WIND SPEED AND EXPOSURE SOUTHFORK LAKES 150—B
CATEGORY LESS THAN 150—C, PLEASE REFER TO SUMMERWOODS (WILLOW BEND) 150—B
GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140—B
NOTE 20 FOR EXTERIOR STUD SPACING.
"w"I , o%wmwf"&
A R C H I T E C T S
A-t-t.L M. n%jillmlu nrm%xmllv DLvu.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdeslgngroup.com
AA#:0003325
E
0
C6
:E
10
ICU
iL
L
SUDDIV. & LOT -1
KENSINGTON
RESERVE
(LOT 15
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
COVER
SHEET
ARCHITECT
STATE OF FLORIDA
�IDA)
12079
D AltE: 1/21/18
ALE: 1/4"=V-0"
OHEET
O
csF
V
\00000000/
E
0
C6
:E
10
ICU
iL
L
SUDDIV. & LOT -1
KENSINGTON
RESERVE
(LOT 15
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
COVER
SHEET
ARCHITECT
STATE OF FLORIDA
�IDA)
12079
D AltE: 1/21/18
ALE: 1/4"=V-0"
OHEET
O
csF
V
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
13.
14.
15.
16,
17.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS
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 IPSP)
B.I. ALL AREAS 10
C. ROOF LIVE LOADS **
C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD IPSP)
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
E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS t0.18
F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF
F.1. GUARDRAILS AND HANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
AREFOUND
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER" NOTE ON COVER SHEET (CS).
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING
CODE RESIDENTIAL, 6TH EDITION (2017).
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
1N ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
E
2.
3.
4.
GARAGE DOOR
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE.
AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -INCH GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/rINCH GYPSUM BOARD OR
EQUIVALENT.
rJ6JarIr.1ari
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13,
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL
BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
WITH ASTM D-1557.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED,
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
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 BE 3/4".
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).
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE
MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =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 1.
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B.I. #5, W31 OR D31 AND SMALLER
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
CA. #11 AND SMALLER 3/4"
D. BEAMS & COLUMNS:
D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS
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.
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.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
E.I. 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 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS
GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.
15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING
DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
I
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 U360. 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 (92.9MI.
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ F-0"
WIN DSPEED/ EXPOSURE
140MPH/B
140MPH/C
140MPH/D
150MPH/B
15OMPH/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.
I @ 16" O.C.
I @ 16" O.C.
@ 16" O.C.
@ 16" O.C.
I @ 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.
ei i uMnuv±
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 B137.5 PER R2906.4
* FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
* PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V 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 %" GYPSUM BOARD,
FBCR, 6TH EDITION (2017) SECTION 302.7
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND,
NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926
3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS
"L" FLASHING HORIZONTAL LATH AND PAPER DETAILS
- PIPE PENETRATION DETAILS VENT PENETRATION DETAILS
- WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS
CASING BEAD DETAILS DRIP EDGE DETAILS
CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS
WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE
ASTM -C-1063
5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063
MAINTENANCE
IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR
CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS.
CONSTRUCTION OBSERVATION
1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT.
2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 05/18/18
A R C 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 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
GENERAL
NOTES
ARCHITECT=
STATE OF FLORIDA
NTWELL
12079
rDATLoh: 11\/21/18
E:1/4"=1 -0"T
OF
11111111111
611mmmomommor
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
GENERAL
NOTES
ARCHITECT=
STATE OF FLORIDA
NTWELL
12079
rDATLoh: 11\/21/18
E:1/4"=1 -0"T
OF
A R C H I T E C TS
Design
Group;��.
1LWCL M. t(VIYALU KCA%XAF4 t$LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
ELEVATIONS
ARCHITECT:
STATE OF FLORIDA
JAMES CANTWELL
ARINO 12079
D E.\'11/21/18
S ALE:1/4"=1'-0"
SHEET
0F
t
IIYIA
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
ELEVATIONS
ARCHITECT:
STATE OF FLORIDA
JAMES CANTWELL
ARINO 12079
D E.\'11/21/18
S ALE:1/4"=1'-0"
SHEET
0F
t
LIVING
GARAGE
ENTRY
LANAI
SQ.FT. CAM'S
2034
SQ. FT.
631
SQ. Pt.
30
SQ. P7.
88
SQ, FT,
TOTAL 2189 5Q.1=T.
NOTE: PRIOR TO DRYWALL
INSTALLATION ON ALL FRAMING
MEMBERS 2'-0' FROM THE FINISH
FLOOR WILL BE SPRAYED AND
TREATED W/ 'BORATE' A TERMITE
TREATMENT SPRAY
COIuPOPENT AND CLADDM WW LOADS BASIC WM EXPOSURE
FOR 3 SECOND QUSUS
cAll •
SWAM
K=AGIE
WNJDR
D
ZONE
15o WH wIID
1
5,6O.H.
V-0, x 1'-0'
5
26.13/ -32B1
IA
112O•H•
5
24.9/ -30.15
2
21
3080 DR.
4
21.80/ -3020
3i�
W/ 1/224 -SH V.
FN03A
5
28.41/ -3131
11
W/ 1/22�JDOABV.
5
28.41/ -3131
1�
25 -SH
35
EGRESS
4
28.41/ -30.9
4
11
25 -SH
EGRESS
4
28.41/ -30.9
5
1-1
25-514
5
28.41/ -3131
6
11
25 -SH
4
28.41/ -30.9
48
(0080-SGD.
5
31.13/-400
8
ll
25 -SH
4
28.41/ -30.9
9
11
25 -SH
4
28.41/ -30.9
10
1125
-SH
EGRESS
4
28.41/ -30.9
11
11
25-6H
EGRESS
5
28.41/ -3131
12
10
23 -SH TEMP.
4
29.43/ -31.92
12A
10
IH4-SH
4
29.43/ -31.92
13
11
25 -SH
EGRESS
4
28.41/ -30.9
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT =150 / VASD ■ 116 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGsORY=TYPE II
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS t CLADDIWS PRESSURE ARE
BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011)
ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO
MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY
PRODUCT MANUFACTURERS.
a
I I
DBL.
TOP
CIA PLATE 2x6
WOOD
FRAMED
FRAMED
• 16' O.C.
(A)CABINET SECTION
a
Ol ARCH DETAIL
w3m""- <
�2 ARCH DETAIL
3 ARCH DETAIL
01
�4 ARCH DETAIL
FLOOR PLAN - ELEV. "F" (ELF
A R C H IT E C TS
-)
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
111-/f+9 2'b' -O" 101-0"
11-4" 9/-8"
4'-4"
3'-10"
S'-0" '11-10" 5'-011
`GOND
�
25 -SH 25 -SH 25 -SH
------------
25 -SH
LANAI
I 1
EGRESS EGRESS
I
1 14
I 9'-4' cLG.
I I�
3'-10' 4'-6"
I
14'-10" J 14'-2"
I
O O
-
25 -SH 25 -SH
GREAT RM. OWNER'S SUITE
HB.
IU
9'-4' CLCD.
9'-4'
DINETTE
0
9'-4' CLG-
LG-8'-i"
al-1115'-5" 1
12'-4" 3'-10" 6'-0" 4'-4"
I
CMOL
NG
400
ti� o
I KITCHEN ((
� _ �-
=11 0 OWNER'S 4 c�rL
-
II
11 S'- 4' CLG�. • I I
TU5
B
4 �/ I I9' - 4' CLG. � BATH
0
C w I I _
Z • 1 1 � �
9 4
QII "
:O � 9'-¢' cLr�
I �
0 A
177r
iR_1SH 42' HIGH
I p I I I
DINING r WALL W/
III
=
I2'-4'x8'-I0'I GLASS ABV.
�
II
"'9'-4'
CLG.
lu0"
111-011
5'-8" 11-4"
4'-10"
-1'-0" 5'-2" 4'-2" 3'- 0 12,4
�
m
=
PAN. `v
1
W.I.C. — —
I
-
44' HIGH m
`t e'-4' — —
8'-2'X5'-8' z
I N
0
WALL
CLQ. OPT.
_ 9'-4' CLCD.
O t
I
_
—=
�
=
iR-1SH
m
4-5H
i
m
C
r — -I
LAUN. 10- 1 I
0
CAB. CROWN e
MOLDINGS I _'
I
.�
-
u-
6'-8'x5'-rc' 1 V I J) I
w
►n
9'-4' CLG. L-- I a
=
BDRM. 4 0 I
j� . 1
D �1 D0 xt2
I 1
,�•� 14 10 8
R/1 — J 9'-4' CLG-
=?
HDR 0
C
cf7
'r
="
0' AFF.U 21-01
6
"3-4
N
to !y
10-10 2-4
6-2
11'-2"
N
R Ate. d)
N
Lu
`'%
cel
=
\9)�A/C
/ QC 13
2xro WALLc
I / i ELEC. `" w
PANEL
O LA �I
BATH#1
I =
@
a
im
MUD RM.
-
0
I� u�
V -10'x&-2' 2 _
V-4' CLG.
9'-4' CLG. 0
r 36'x22'
11
I ATTIC
N
1
LACCE88i
ARG C
—
1R-1SH
FOYER
u
----- ---- U
'�
5-0
-ate
. 10"
r
1
6" 11-4u
'
5'-10" 3'-10" 3'-6"
-10" r-
13'-S" 15'-S"
N
BDRM.
91.4' CLG. _ _ _ 3 -CAR GARAGE
O3B
39' -8'x20' - 2'
_
9'-4' CLCD.
2'-6° 2'-6
`r ENTRY 0 HB.
51-0'x51-4' - STONE
3,q 24 -SH W/ 24 -SH W/ O I4'-0' CLC. VENEER O
-
RND. ABV. RND. ,ABY. =
'
-
— — — — O.H. 0
16'-0'x7'-0' O.H.
STONE
8 " VENEER
" 3'-1011 5'-1" 2'-6° 16'-0" 2'-6° 1'-41'
141-011 5'-0" 211-011 101_0"
E701-01
FLOOR PLAN - ELEV. "F" (ELF
A R C H IT E C TS
-)
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�I'I"II"I
\000000000
SUBDIV. & LOT
KENSINGTON
RESERVE
(LOT 15)
MODEL -
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/0000
PAGE:
FLOOR
PLAN
ARCHITECT-
STATE OF FLORIDA
I /I I
D !rE: 11/21/18
ALE: 1/4"=1 )-0"
OtIEET
2 OF 6
FOUNDATION PLAN - ELEV. "F" (ELF
A R C H IT E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#*
82065.015/00001
PAGE:
FO UNDATIO N
PLAN
(ARCHITECT:
STATE OF FLORIDA
JAME CANTWELL
AR
01
12079
DATE: 11 /21 /16
SCALE:
SHEET
3 0F
II' -0" 29'-0" 10'-0"
4" 10'-8"
20'-0"
24"44"x12" SONG.
PAD W/ (3) 05'S
3 1/2' THK.
E.W. ON CHAIRS
CONC. SLAB
-
MIN. 3" COVER
`GOND
TYP.
C ONC. g
I /
EXTEND END
SLAB 3A
i
I /
OF PVC. CHASE
11
UP 12" ABOVE
N 3A
3A
/ 1
CONC. SLAB
SLOPE
P RE FT.
S
-3 1/2"
/
■
TYP.
■
/
■ ■ ■ ■ ■
=
11
3
I/
N
4" PVC
■
■
/ / CHA5E
I
11
c(1
10-3.. -5"
l�'-9"
�'-�
2'--1,
11 I ■
11
m
l'
142" 60
11 i TB
(-r=11
r aL it iii
m
/ M _
_ �o
zl�-N
,r ,
L, �I ° ■
°
cv
■ i�`�4 L
F
L Jll
3 -2
8 VRI
'
I I ° PVC CHA5E
II
FOR ISLAND
l l
L_ ■
SHOWER55
�
I OPT.
--
UJC�I� ij
°
■
REF. I I
/ I
0'-0' ELEV. ■
L — — — J
FIN. GONG. SLAB
1
7 -3„
Ian I /I
°
ICE -MAKER ROU&4-IN
I p I I I
I
N
II
3 1/2' CONC., RE INF, UJ/ 6'X6'
r I I
WIA X WIA WWM OR
°
FIBERME5H ON 6 -MIL. POLY
LO
'�;
I ETHYLENE VAPOR BARRIER
—
■ ON WELL -COMPACTED
CLEAN FILL 0
/ 1
26'--I"
11
13'-5" ■
■ I
I/
F — /-/ 7
4
I vl
3A
Ir\ LAV.
�4TT�__I
— —
—�
2'- 1
�
-
WH
6'-4" 11'-3"
4 2'-8" 2'-4"
15'-0"
10'-0°
��� ��
■ ro'-0"
13'-8"
LEXTEND
7■
— —
R CE55
SLAB 1�" 36 "x36 "x16 "
_
`p
°
51OUJER
CONC. PAD W/
(4) 05'S E.W. ON
`145
1/2"
m
-
CHAIRS MIN. 3" -5 1/2"
COVER
m
9
10
3A o�
I
3A
3,4
I
■ -
10"
■ 5'-0"
CJ
N
EXTEND
N
=
SLAB 1 1/2" I
l—
■ (
I ■
■ ■
30 "x3,0"x12 " GONG.
■
■
PAD W/ (3) 05'5
10"
10"
E.W. ON CHAIRS ■
3'-4"
MIN. 3' COVER
1
3A
1C
3A
I
6 - _1 1/2° HB.
-
-31/2/1./-
@
IF-
3A
-
�
I
°
-
■ ■ ■
■ ■
■
cfJ ■ ■ ■ ■
8
14'-0"
3
5'-0"
2'-�o"
g� l _4
16'-0" 2'-6" 8'-0°
211-011
101-011
71
50'-0"
FOUNDATION PLAN - ELEV. "F" (ELF
A R C H IT E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#*
82065.015/00001
PAGE:
FO UNDATIO N
PLAN
(ARCHITECT:
STATE OF FLORIDA
JAME CANTWELL
AR
01
12079
DATE: 11 /21 /16
SCALE:
SHEET
3 0F
(1) 5 REBAR VERTICALLY W/ CONIC.
TEXTURED CEMENTIOUS S6)(TYP COATING �—POURED CELL TEXTURED CEMENTIOUS TYP COATING (U 5 REBAR VERTICALLY W/
PER (ASTM C926) (TYP.) PER (ASTM G926) (TYP.) CONC. POURED CELL
R-4.1 INSUL. MIN.
R-13 INSULATION MIN R-13 INSULATION MIN.
TEXTURED CEMENTIOUS COATING R-4.1 INSULATION
(I) 5 REBAR VERTICALLY W/ GONG (U 5 REBAR VERTICALLY W/ GONG. �
POURED CELL STUDS I6' O.G. MAX PER (ASTM C926) (TYP.) POURED CELL (1) 5 REBAR VERTICALLY STUDS Ib' O.G. MAX Z TEXTURED CEMENTIOUS COATING
Z 8' CMU W/ CONC. POURED CELL PER (ASTM C926) (TYPJ
R-4.1 INSUL. MIN. I/2'GYP. WL. BD, R-4.1 INSUL. MIN. 1/2' GYP. WL. BO. E (-
WOOD BASE Q 1/2' GYP. WL. BD. R-4.1 INSUL. MIN. WOOD BASE Q 8' CMU
TEXTURED CEMENTIOUS COATING J �� TEXTURED CEMENTIOUS COATING TEXTURED CEMENTIOUS COATING
z PER (ASTM G926) (TYP.) SECURE STUDS TO BTM. PLATE W/ WOOD BASE PER CASTM G926) (TYPJ Z SECURE STUDS TO BTM. PLATE W/ i/2' GYP. WL. Bp.
SIMPSON SP -4 + 32' O G. MAX
PER (ASTM G926) (TYPJ �— WOOD BASE
Q w 8, GMU wX 8. CMU Q w 8, CMU w x SIMPSON SP -4 + 32' O G. MAX
J z p z Q ( i SECURE BT. PLATE TO BLK W/ }'x9' 3'-0' SECURE BT. PLATE TO BLK W/ j'xV w �—
r 1/2' GYP, WL. BD. h ANCHOR BOLT W/ 2' WASHER SET IN w w 1/2' GYP. WL. BD. N 1/2' GYP. WL. BD. ANCHOR BOLT W/ 2' WASHER SET IN p
U U SIMPSON HIGH STRENGTH EPDXY Co' D a ° (Y U SIMPSON HIGH STRENGTH EPDXY 6'
WOOD BASE p q a ° Q WOOD BASE WOOD BASE ro
O O EMBED. MIN. + 32' OG MAX. �L > O O 5 REBAR 6'-0" O.0 WHEN
r F U O EMBED. MIN. + 32' OG MAX. O FOOTER HEIGHT EXCEEDS 24'
0 ° 5 REBAR 6'-0' O.0 WHEN FOOTER ° >
W' HEIGHT EXCEEDS 24' ABV. GRADE f m ° ABV. GRADE
Z z Q 0 3 1/2' GONG, RE INF. W/ 6'x6' WI.4xWL4 z 9 z a 3 1/2' GONG., REINF. W/ 6'x6'
i ° n ULF OR FIBEIRMESH ON 6 -MIL POLY °Z ° ° W1.4xW1.4 WWF OR FIBERMESH
U ° ° ° ON 6 -MIL POLY ETHYLENE
�p 3 1/2' GONG., RE INF. W/ 6'x6' ip a ° 3 IT CONC, RE INF. W/ 6'x6' = q ETHYLENE VAPOR BARRIER ON 3 1/2' CONC, REINF. W/ 6'xb' �p 3 10' GONG, REINF. W/ 6'xb' co 3 I/2' GONG., REINF. W/ 6'x6'
MAX. SLOPE ° ° X 4 MAX. SLOPE VAPOR BARRIER ON
- WI.4xWl.4 WWF OR FIBERMESH ON - WI.4xWl.4 WWF OR FIBERMESH ON X �� � WELL -COMPACTED GLEAN TERMITE � WI.4xWl.4 WWF OR FIBERMESN ON - WI.4xWl.4 WILE OR FIBERMESH ON ° W1.4xW1.4 WWF OR FIBERMESH ON Q 1F ° � ° WELL -COMPACTED GLEAN
° • 6 -MIL POLY ETHYLENE VAPOR • ° ° 6 -MIL POLY ETHYLENE VAPOR Q TREATED FILL ° • 6 -MIL POLY ETHYLENE VAPOR 6 -MIL POLY ETHYLENE VAPOR • • 6 -MIL POLY ETHYLENE VAPOR L
lll 5 REBAR CONTINUOUS WHEN — ° • ° • TERMITE TREATED FILL
BARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED BARRIER ON BARRIER ON
CLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL — FOOTER HEIGHT EXCEEDS 30' ABV. GLEAN TERMITE TREATED FILL WELL -COMPACTED CLEAN WELL -COMPACTED CLEAN @ — ° (1) 5 REBAR
5 8 ° GRADE 3 I/2' GONG. SLAB Z w TERMITE TREATED FILL w —
z U z �— TERMITE TREATED FILL CONTINUOUS WHEN
Lu w m j w° OR PAVERS PER w } > • ° •
> 4" 8' 4' > 4" 8' 4" �_� - �_� ° E > 4' 8" 4" a FOOTER HEIGHT
BLDS SPECS O 4" 6" 6" 4' 0 4' 6' 6' 4' _ _
0 l2) 5 REBAR ON CHAIRS n 0 (2) 5 REBAR ON CHAIRS — l2) 5 REBAR ON CHAIRS O (2) 5 REBAR ON CHAIRS ^ L) l3) 5 REBAR ON CHAIRS U (3) 5 REBAR ON CHAIRS EXCEEDS 30' ABV.
Z 3' MIN. COVER U I'-4' I'-8' -8" Z W GRADE
> 4' 8' 4'Ld
> 4' 6' 6' 4' (3) 5 REBAR ON CHAIRS
3' MIN. COVER
1 -STORY FOOTING 1 -STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2 -STORY FOOTING 2 -STORY FOOTING 2 -STORY FOOTING
W BLOCK WALL W FRAME WALL R W/ BLOCK WALL r STEP-UP 1 -STORY �% W BLOCK WALL FRAME WALL R W BLOCK WALL
1 1 A 1 B SCALE: 1/2'=1'-0' 1 V SCALE: 1/2'=1'-0' 2 SCALE: 1/2'=1' @�WL
SCALE: I/2'=I'SCALE: I/2'•I'
SCALE: I/2'=1'-0' SCALE: I/2'=I'-0'
POUR WALL SOLID FOR (1) 5 REBAR + Ib' O.G. MAX, IN
3 I/2' GONG. SLAB OR ENTIRE LENGTH OF OPEN TO CONIC. POURED CELL (VERIFY 3 I/2' GONG., REINF. W/ STUDS 16' O.C. MAX STUDS 16' O.C. MAX
PAVERS PER BLDS SPECS ABOVE CONDITION, PER PLAN) COLUMN / POST 6'x6' WI.4xWIA WWF OR 5 1/2' + HEAD OF GARAGE 5 1/2' + HEAD OF GARAGE
REINFORCE PER PLAN. 3 1/2' GONG., REINF. W/ 6'x6'
(1) 5 REBAR VERTICALLY R-4.1 INSUL. MIN. PER PLAN.—� WlAxWIA WWF OR FIBERMESH FIBERMESH ON 6 -MIL VARIES WITH SLOPE VARIES WITH SLOPE
W/ GONG. POURED CELL TEXTURED CEMENTIOUS w ON 6 -MIL POLY ETHYLENE POLY ETHYLENE VAPOR STUDS Ib' O.C. MAX SECURE BT. PLATE TO SLAB SECURE BT. PLATE TO SLAB
BARRIER ON 5 1/2' + HEAD OF GARAGE
W/ x9' ANCHOR BOLT W/ 2' W/ 'x9' ANCHOR BOLT W/ 2'
R-4.1 INSUL. MIN. � COATING PER (ASTM G926)
z Q j VAPOR BARRIER ON WELL -COMPACTED 5 I/2' +HEAD OF GARAGE VARIES WITH SLOPE WASHER SET IN SIMPSON HIGH _w WASHER SET IN SIMPSON HIGH
TEXTURED CEMENTIOUS
(TYP.) 0 j WELL -COMPACTED GLEAN CLEAN TERMITE VARIES WITH SLOPE
COATING PER (ASTM G926) a 8' GMU O TERMITE TREATED FILL TREATED FILL SECURE BT. PLATE TO SLAB STRENGTH EPDXY b' EMBED. w STRENGTH EPDXY 6' EMBED.
SECURE BT. PLATE TO SLAB Q
(TYP.) Z W/ 1j'x9' ANCHOR BOLT W/ 2' MIN. + 32' OG AX. > MIN. + 32' OC MAX.
s c z w I/2' GYP. WL. BD. W/ Jj'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON
8' CMU , ' s = z WOOD BASE d W ? WASHER SET IN SIMPSON HIGH HIGH STRENGTH EPDXY b'
w I/2' GYP. WL. BD. a f 2'-(D' (MIN. N ` i %\���� �`/ _� ° Q STRENGTH EPDXY b' EMBED. z EMBED. MIN + 32' OC MAX. w ° /
A p IN SLAB) Q Q p a° % �' �� /� �% 3 Il'CONC, REINF. W/ 6kb' } MIN s 32' OG AX. a
Q WOOD BASE p LL V� A, ° `\j A�� A V� �A" — Q 3 I/2' CONIC., REINF. W/ 6'x6'
} m Z /� �� �A \�/ �'/A; z WL4xWl4 UAIF OR FIBESH ON Q a w r w > w °
3 1/2' GONG, REINF. W/ 6'x6'
w 6 -MIL POLY ETHYLENE VAPOR > ° a ° Q WL4xWl.4 WWF OR FIBER-IESH
BARRIER ON Q ° WL4xWIA WWF OR F15ERMESH Q
w ° ° > X ° ° X W ° ° ° ON 6 -MIL POLY ETHYLENE
WELLCCMPAGTEp CLENJ ° • ° Q U ON 6 -MIL POLY ETHYLENE Q °a
• i TERMITE TREATED FILL r 3 1/2' CONC, REINF. W/ 6'x6'
VAPOR BARRIER ON
9 ° Z w / ° WELL -COMPACTED CLEAN U ° VAPOR BARRIER ON
° ° �, U ° WI.4xWI.4 UALF OR FIBERMESH ON 0 m
v 3 1/2' CONC, RE INF. W/ 6'x6' B tll
5 REBAR 48' LONG W/b' HOOK cp > WELL -COMPACTED GLEAN
z • 24' OC, MN. 24' M SLAB WI.4xW1.4 UALF OR FIBERMESH ON �
CONIC, REINF. W/ 6'xb' zo z w $ TERMITE TREATED FILL
F ° ° ! �� �, A� Q Q a z w 6 -MIL POLY ETHYLENE VAPOR Q ° a ° TERMITE TREATED FILL Q
�" ,�A \ �X, A n
w14xuA.4 WLF OR FIBERMESN N Z R / X W ° F > °
w w Q U ° O BARRIER WELL TREATED
FILED z w 6 -MIL POLY ETHYLENE VAPOR (2) 5 REBAR ON CHAIRS ° a (3) 5 REBAR ON CHAIRS
° • ° • ON 6 -MIL POLY ETHYLENE • • > 4' 8' 4' 4' CLEAN TERMITE TREATED FILL ° <
5 REBAR ON U> BARRIER ON WELL -COMPACTED
VAPOR BARRIER ON SEE FOUNDATION j
WELL -COMPACTED CLEAN 4' CONIC, REINFORCED V Q OU PLAN FOR CHAIRS 4' q" B > • 4' O 4' 6' 6' 4' 4 CLEAN TERMITE TREATED FILL ° • •
z FISEtiI'1ESH AT A RATE OF .15 > (SEE Q ° (2) 5 f2EBAR ON CHAIRS °
�> TER 11 E TREATED FILL FOOTER SIZE FOUNDATION (2)45
CHAIRS REBAR 8' z Q z
qx. PER CUBIC YARD ON
O 4 6 6" 4" (3) 5 REBAR n O 6" 6' 6" b" (P -MIL POLY ETHYLENE VAPOR Q PLAN) W w 4' 8" 4' 4° w 4"
U z w (3) 5 REBAR ON CHAIRS > i>
ON CHAIRS 2'-0' BARRIER ON i } 4 8 4' 0 I1-4. O 8.
C3) 5 REBAR WELL COMPACTED CLEAN FILL 0
ON CHAIRS
(BORA-CARE)
LANAI/ENTRY 2 -STORY FOOTING TYP. PAD FOOTING GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP- UP GARAGE STEP-UP GARAGE STEP- UP
STEP-UP 2 -STORY W BLOCK WALL AT ENTRY LANAI 4 NON-BEARING 4 NON-BEARING 5 1 -STORY L.B.W. 5A 2 -STORY L.B.W. rJB 1 -STORY L.B.W. �J 2 -STORY L.B.W.
2 C SCALE: 1/2'•I'-0' D SCALE: I/2'•1' SCALE' 1/2.1'-0' SCALE: 1/2'•I' SCALE: I/2'.I' $GALE: I/2'•I' SCALE: I/2'•1' SCALE: 1/2'•1'-0' SCALE:
POUR WALL 5C FOR
(1) 5 REBAR VERTICALLY W/ ENTIRE LENGTH OF OPEN TO w m
lll 5 REBAR ABOVE CONDITION. (I) 5 REBAR + I6' OC. MAX, IN z p _w °
VERTICALLY W/ CONC. GONG. POURED CELL REINFORCE PER PLAN. GONG. POURED CELL (VERIFY F
POURED CELL PER PLAN) Z U >
TEXTURED CEMENTIOUS _' o ° a n 3 1/2' CONC, RE INF. W/ 6'x6'
ll) 5 REBAR COATING PER (ASTM C926) • ° ° WIAxWL4 Wu1F OR FIBERMESH ON
z 8. CMU z 8' CMU VERTICALLY W/ (TYP.) RECESS FOR (P -MIL POLY ETHYLENE VAPOR
Y U_ 0. z CONC. POURED CELL d 0 GARAGE DOOR BARRIER ON
w Q z 8' CMU w 3 1/2' CONIC., RE INF. W/ 6'x6'
Q w Q F p ? � a N } c WELL -COMPACTED GLEAN
N z Q i Q 8' CMU Q z = m O WI.4xWi.4 W111F OR FIBERMESH �l ° TERMITE TREATED FILL
U L7 m Q N CURB HEIGHT VARIES ^ U 4' 6 -MIL POLY ETHYLENE VAPOR °•
V CURB HEIGHT VARIES A U CURB HEIGHT VARIES e 14
CURB HEIGHT n z BARRIER ON WELL -COMPACTED
A O 0 VARIES ww 2'-0' (MIN. B" CLEAN TERMITE TREATED FILL (2) 5 REBAR ON CHAIRS
IN SLAB) a� ° 14 (1) $REBAR ON CHAIRS O
w w _ a 3 I/2' GONG, RE INF. W/ 6'x6' 4 U
.a— Q w z L e WIAxW1.4 ILWF OR FIBERNESH ON THICKEN EDGE @'
Z a > z °~ w w a I'-0" 6 -MIL POLY ETHYLENE VAPOR
f ° a z BARRIER ON WELL -COMPACTED �
Q z REBAR 48' LONG W/6' HOOK CLEAN TERMITE TREATED FILL
�p 3 IR' CONE, REIN. W/ 6'xb• io , ° 3 1/z' GONG, REINF. W/ 6'xb' > - ° • 24' OC, MIN. 24'IN SLAB 1—STORY FOOTING
LLAAxW• ON 6-IMIL POLY ETHYLENE OR ° • V ON 6 -MIL POLY EOR N YL NE WIAxWIA WWF OR FIBERMESH ° ° AT FRONT PORCHES
VAPOR BARRIER ON VAPOR BARRIER ON • ° • ° ON 6 -MIL POLY ETHYLENE n g • • g 4' CONE, REINFORCED O (1) 5 REBAR ON CHAIRS R R
FI8ERIESH AT A RATE OF .15 V J J SCALE:
WELL -COMPACTED GLEAN ° WELL -COMPACTED CLEAN VAPOR BARRIER ON
�s. PER CUBIC YARD ON
z w 4' 6' 6' 4' TERMITE TREATED FILL b -MIL POLY ETHYLENE VAPOR_
Z w 4' 8' 4" TERMITE TREATED FILL w � } WELL -COMPACTED GLEAN z
} > O z w TERMITE TREATED FILL
O 1'-4. (3) 5 REBAR ON CHAIRS j 4' b' b' 4' S 6' b' 6' 6' BARRIER ON OPT. SCREEN SECURE BT. PLATE TO
U (ON CHAIRS REBAR n 0 I'-8' (3) 5 REBAR ON CHAIRS 2'-0' (BORA-CAREACTED CLEAN FILL
ENCLOSURE
(3) 5 REBARY SECURE STUDS BOLT W1K We 2',WASHER�SET IN
GARAGE DOOR 0 R FOO TING SCREEN ENCLOSURE TO BTM. PLATE
2 -STORY FOOTING 2 -STORY FOOTING AT
ON CHAIRS 2 -STORY FOOTING ATTACHMENT R PER w/ SIMPSON ON s MAXSIMPSOTEPDXY
N HIGH STRENGTH
1 -STORY FOOTING��E`'�'''`m' MANUFACTURERS + 3r O.G. AX b' EMBED. MIN. +
AT GARAGE @_qLR AGE BLK. WALL AT GARAGE SPECS. 32' OC MAX.
ARAGE SCALE: I/2'•I'-0' SCALE: I/2'=1'-0' SCALE: ,/2'•,'-0' 0'-0' FIN. FLR
6 SCALE:I/2'•I'-0' °
0 ° 3 1/2' CONC, RE INF. W/
` �Y, i • 6'x6' W.4xWl.4 WWF OR
SECURE BT. PLATE TO FIBERMESH ON 6 -MIL
SLAB W/ NS' ANCHOR '"�` '��^'. " POLY
`, % '\ , ` i _z w BARRIER ON VAPOR
SECURE BT. PLATE 70 BOLT W/ 2' WASHER SET IN '' �� ��
BLK W/ (1) 10d MASONRY SIMPSON HIGH STRENGTH 6' O 4 8 4' WELL -COMPACTED CLEAN
NAILS + 32' O.G. (MAX) EPDXY 6' EMBED. MIN. + PAYERSTERMITE TREATED FILL
32' OC MAX. 15 CONT. 1'-0' U I 4 (2 45 REBAR ON CHAIRS
POURED LINTEL CONT. (TYP.) _
a o;,GH
8' CMU FILLED CELL (TYP.) z � STRENGTH PDXY(1) 05 REBAR SET I6' EMBED. MIN. 1—STORY FOOTING
Q TRENCI FOOTING
0 a ° 2X WALL FRAMING V A AT ALL PAVERASQ AT L.B. W. W UPLIFT)
3 I/2' GONG., REINF. W/ — ° • • °
AL;
(3 i¢'X8' ANCHOR BOLTS or (3 i4'X8'
3 1 /2 CONC.,
WWF OR 3 1/2' CONC., RE INF. W/ J -BOLTS MIN. 6' EMBEDMENT W/ 2'X2'XI/8' °
WASHER AND NUT SPACED EVENLY FROM
Z P15ERMESH ON 6 -MIL 6'x6' WIAxWIA WWF OR ,
w w FLOOR TO BOND BEAM. SET IN JOINTS
> POLY ETHYLENE VAPOR E > P15EWESH ON Co -MIL PRIOR TO FILLING. (SLEEVED ANCHOR IN 3 1/2' CONC, RE INF. W/ b'x6'
0 BARRIER ON 0 POLY ETHYLENE VAPOR c ° WI.4xW1.4 WLF OR FIBERMESH ON 0'-0' FIN. FLR
U 4" 8 4' WELL -COMPACTED CLEAN 0 BARRIER ON SOLID POUR ACCEPTABLE RETROFIT) °
TERMITE TREATED FILL 4' 0' 4' WELL COMPACTED CLEAN ° • • b -MIL POLY ETHYLENE VAPOR ° u
(2) 5 REBAR ON CHAIRS I'-8' TERMITE TREATED FILL BEAN TERMITE R ON WELL-COMPACTED
FILL
D a °
l3) 5 REBAR ON CHAIRS a °
1 -STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR GROUTED BONA BEAM
TIE VERTICAL REBAR VARIES PER ELEV.
(� AT L. B. W. W NO -UPLIFT (� R AT L.B. W. BLOCK WALL CONNECTION OMITTED DOWELS �> ° TO NARRATIONAL TIE VERTICAL REBAR
cJ SCALE: 1/2'.l'-0' cJ lJ SCALE: i/!'=I'-0' 1 SCALE: I/2'•I'-0' A O REBAR W/ 10' HOOK °i TO HORIZATIONAL
U 6' PVC CHASE THRU FOOTING GROUTED BOND BEAM °
REBAR W/ 10' NOOK
8' VARIES a' 1 -STORY ° VARIES PER ELEV. — ° VARIES PER ELEV.
CAULK AND SEAL (2) 5 REBAR ON CHAIRS °
2 -STORY Z __�� _� °
'' 3 - (3) 5 REBAR ON CHAIRS - GROUTED BOND BEAM
° r i
° - (2) 5 REBAR + 1 -STORY
C v (3) 5 REBAR + 2 -STORY
°
GAS LINE as OUTSIDE }iEBAR TO BE
ll) 5 REBAR VERTICALLY W/ GONG.
CONTINUOUS POURED CELL
I �' PVC SLEEVE FOR GAS LINE ° R-
4.1 INSUL. MIN.
°41
/i
V/�A ��� •A ° �` 8 8' GMU I/2' GYP. WL. BD. a
i
l 1 -CONT. z ; r, WOOD BASE �- -T
�o
z
U 1/2' DRYWALL 2'-1' MIN. LAP y Q w
3 1/2' GONG., REIN. W/ b'xb'
SHOWER RECESS FOOTER E w b1-MLIA WWF POLY EH YLENE1EAP R
1 0 WOOD BASE REBAR LAP AT FOOTING BARRIER ON WELL -COMPACTED IL CLEANOUT REQUIRED IL CLEANOUT REQUIRED
SCALE: I'•I'-0' io O Q _ FOR INSPECTION Q FOR INSPECTION
SCALE: I/2'•1'-0' GLEAN TERMITE TREATED FILL
1' RECESS FOR ° z ° °
i
Sfs.D. TRACK a a i
N n
a
v
b' FINISH FLOOR p b' PVC CHASE THRU FOOTING ° ° 0'-0' FIN. FLR ° 0'-0' FIN. FLR
wiz�� a • ° ° TIE VERTICAL REBAR ° ° ° TIE VERTICAL REBAR
W a c (1) 5 VERT. DOWEL y a TO HORIZATIONAL TO HORIZATIONAL
° a a LAPPED W/ BOND BEAM _ w ° REBAR W/ 10' HOOK ° REBAR W/ 10' HOOK
> (1) $REBAR AT CORNERS >
]-STORY
° °
' ° 0 4" 8' [4� (2) 5 REBAR ON CHAIRS /
° W/ 25' LAP MIN. "� U 2 -STORY 1L
(3) 5 REBAR ON CHAIRS
57 777,71
HORIZONTAL/ VERTICAL
1 -STORY FOOTINGHORIZONTAL/ VERTICAL REINFORCING AT
TYP. REBAR LAP REINFORCING ARINE D-WE
SCALE: 1/2'=1'-0'
SCALE: i'.1'-0' SCALE: 1'.1'-0'
((DATA�NTEL ,.I CORNERS D
SCALE: I/2' • I'-0'
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
r
L�!m��00pi
SIE
18
v�
0
E
0
L
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
82065.015/00001
PAGE:
FOUNDATION
DETAILS
ARCHITECT:
STATE OF FLORIDA
JOOE-SANTWEAR 12079
DATE: 14,/21/18
SCALE: 1/4"=1'-0"
SHEET
3 A
OF 6
71-011
101-10" v
D 0 W El L PLAN ELEV. 99F99 (ELF)
oll
A R C H I T E C T S
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
DOWEL PLAN
ARCHITECT:
STATE OF FLORIDA
i
JAMES NTWELL
AR/ 12079
DATA 11'X21/18
SHEET
OF
LINTEL PLAN - ELEV. "F" (ELF)
GENERAL NOTES:
I. CODES
I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS R4022 4 8606
1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 19012 4 2101.
1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CACI 318-08).
1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10).
2. CONCRETE:
2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
2.1.1. PRE -CAST LU/STANDARD REINFORCEMENT -4000 PSI
2.12. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI
2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGREGATE, S' TO 11' SLUMP.
22. REINFORCING BARS:
22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE (10)
22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
23. PRE -STRESSED STRANDS ASTM A416 7 -WIRE, STRESS RELIEVED 270 KSI
2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3. MASONRY:
3.1.DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08.
32.MINIMUM MA50NRY UNIT STRENGTH: F'M 1500 PSI.
33. MORTAR SHALL BE TYPE S.
4. STRUCTURAL:
4 SAFE LOAD /ALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING
CODE RE51VENTI4L, 5TH EDITION (2014), SECTION 2104.1.5
111
LINTEL
NO,
TABLE No. 11
SAFE WORKING LATERAL LOADS (PLF)
8" x 8" LINTELS
TYPE:
9'-4'
5RG, HT.
COMMENTS
L-1
LINTEL
8/36-5-(7)U/(i)L
SAFE LATERAL
(PLF)
LOADS
LINTEL
8/36-S-(1x1/CUL
SAFE LATERAL LOADS
(PLF)
Total
Length
T s
-
8'x8'
PLAIN
8'x8'
SOLID
Tots Length
8'-4'
Type
W DOOR
HEADER
PLAIN
W DOOR
HEADER
SOLID
2'-10'
Precast
199$
3%4
Y-8'
8/16-5-(1x1/10X.
Precast
1112
2011
Y-6'
Precast
1168
230
4'-0'
HOD i1ED OR WELDED)
Precast
950
1611
4'-0'
Precast
844
1614
4'-2'
L-1
Recast
861
1521
4'-6'
Precast
638
1266
4'4'
4'-6'
Retest
185
1386
4-8'
Recast
586
1163
4'-8'
8Arv-8-(91/(0X-
Recast
659
1165
5'-4'
Recast
666
1355
5'-8'
4'-6'
Retest
650
Illl
5'-10'
Recast
543
1105
6'-8'
6'-4'
Recast
504
%4
1'-4'
Recast
634
1364
T-$'
1405
Retest
411
181
6'-6'
Recast
bu
1258
B'-8'
1145
Recast
356
F:664:::::
b'-8'
Recast
518
1211
9'-8'
lea
Precast
286
535
111'
Recast
446
938
510
-Al
991
825
1'41'
Recast
425
894
8'-0'
Recast
381
814
8'-4'
Recast
354
145
9'-4'
Recast
211
583
10'-6'
Preceel
192
453
11'-4'
Recast
198
620
1'-0'
Retest
164
549
12'-6'
Recast
143
504
B'-4'
Recast
116
404
1'-0'
Recast
99
391
W-8'
Prestressed
NA.
341
V-4'
Prestressed
PLA.
302
TT' -4'
Prestressed
NA
213
P3'-4'
Prestressed
NA
116
20'-0'
Prestressed
N.A.
159
21'-4
Prestressed
NA.
131
22'-4'
Resueseed
NA.
120
24'-0'
Prestressed
NA
93
NR - Not
Recommended
(2) 5
(2) 3
L 0 T T 1 S
CONCRETE
P.O.50X 111255
WNTER GARDEN, FL 34111
Flk (401) 656 2112
LINTEL
NO,
LENGTH
TYPE:
9'-4'
5RG, HT.
COMMENTS
L-1
V-4'
8/36-5-(7)U/(i)L
LINTEL STEEL
BOTTOM BAR TOP BAR
L -IA
ll' -4'
8/36-S-(1x1/CUL
PRESTRrESSED
L-2
4'-8'
8/54-S-(1x1/(0X
RECESSED
L-3
8'-4'
8/16-5-MU/(IX
10000
L -3A
41-81
PRECAST
~ I
- (1) #5 CONTINUOUS
L-4
4'-6'
8/16-5-(1x1/10X.
3831
L-5
8'-4'
8/16-5-(l URIA-
2'-8'
L-6
�'_6'
8/16-S-11JU/l1X_
HOD i1ED OR WELDED)
L -6A
8'-0'
8/16-5-11)1/IiJL
rtilaD
r
L-65
ll' -4'
S/16-5-(1x1/(UL
(2) -2
L-1
81-41
S/I6-54UU/(UL
2165
L-8
4'-6'
S/16-5-(1x1/10X.
3'-4'
L -S
4'-6'
8/16 -8 -(1)1/(0X -
1232
L -10A
4'-6'
8/16-54W/(0)L
2421
L-105
4'-6'
8Arv-8-(91/(0X-
(2).3
L -11
4' -6'
8/16 -S-(1x1/(0X_
1651
dk
r
NOMINAL WIDTH/HEIGHT OF LINTEL
F- PLAIN OR SOLID LINTEL
18/16-P-#U/#Ll
No. OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY 3a,
,--(1) /5 CONTINUOUS I �3 �(1) #5 CONTINUOUS
3Ib. 3
/ i-- 8'X18' KNOCKOUT BLOCK (b� i -8'X18' KNOCKOUT BLOCK
(2) STRANDS 7/18"�-
' 7 WIRE STRESS RELIEVED
IIN. MIN MIN. MIN. 270kal PRESTRESSED
CABLE
8/1 6 -S -(l) #5/(l) #5 8/1 6 -S -(l) #5/(l) #5
PRECAST PRESTRESSED
11 ••'. .�3000 PSI GROUT
IN FIELD)
-"
•'- �••
ti ,.• : a (PLACED
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR TOP BAR
ELD)
, .• (PLACED IN FIELD)
'
•' : BARS
r
PRECAST
' TOP BARS:
(2).2
•TOP
•� SEE SCHEDULE
1809
1809
.i'A SEE SCHEDULE
10000
•' (1) #5 CONTINUOUSI
T-2'
PRECAST
~ I
- (1) #5 CONTINUOUS
(2)'2
2415
3831
3831
4815
4815
f: :• x 2' STIRRUPS AT 4'-0' cc
2'-8'
PRECAST
f _- '• 7/332'STIRRUUPS�, T 4'-0- cc
(2).2
HOD i1ED OR WELDED)
dimdim-x0
2711
yn (TI OR
RR
rtilaD
r
4'-6'
r
PRECAST
(2) -2
(2) 7
BOTTOM BAR
2165
2165
BOTTOM BARS
2608
SEE SCHEDULE (PRECAST)
3'-4'
PRECAST
SEE SCHEDULE
imrctnrcc rn�
(2) STRANDS 7/18"�-
' 7 WIRE STRESS RELIEVED
IIN. MIN MIN. MIN. 270kal PRESTRESSED
CABLE
8/1 6 -S -(l) #5/(l) #5 8/1 6 -S -(l) #5/(l) #5
PRECAST PRESTRESSED
NR- NOT RECOMMENDED
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 (0751 (17511 1175L WSU !1751. 11SU (U5L 12751
TABLE No. 2
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 16" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITYUPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR ( --' !1151 (1751 NnU (1)$51 11751 (1)51. (27511
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFTUPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR I TOP 8AR (D75L (17511 (1751_ (1)51 IUSL (1)- (1751 (1151
r4
WE
4
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEELGRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR I TOP BAR 1075E (1751 (1751 (1051 !IASL (1)5U 1175E (2751
TABLE NO. 7
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
REINFORCING SCHEDULE & LOAD CAPACITIES
LINTEL CLEAR
LENGTH $PAN
LINTEL TYPE
LINTEL STEEL
BOTTOM BAR TOP BAR
LWILLED GRAVITY GRAVITY
GRAVITY CAPACITY CAPACITY
CAPACITY (1751. (Oft 0% (9511
UPLIFT UPLIFT
CAPACITY CAPACITY
175E (95U 0% (2151
T-10'
I'-6'
PRECAST
(2)'2
(2).2
4245
1809
1809
8529
10000
3'4'
T-2'
PRECAST
(2) 4
(2)'2
2415
3831
3831
4815
4815
4'-0'
2'-8'
PRECAST
(2)'2
(2).2
1183
2111
2711
3386
3386
4'-6'
3'-2'
PRECAST
(2) -2
(2) 7
1343
2165
2165
2608
2608
4'-8'
3'-4'
PRECAST
(2) 4
(2).2
1232
2011
2011
2421
2421
5'-4'
4'-0'
PRECAST
(2).3
(2).2
1006
1651
1651
IBIO
1881
5'-10'
4'-6'
PRECAST
(2) 3
(2)'4
860
1423
1423
1410
1609
6'-4'
5'-0'
PRECAST
(2)'4
(2) 4
140
1283
1283
1216
1405
6'-6'
5'-2'
PRECAST
(2)'4
(2) 7
110
1232
1232
1145
1348
6'-8'
5-4'
PRECAST
(?)-4
(2).2
682
1184
lea
1081
1295
1.6'
6'-2'
PRECAST
(2)'4
(2)'2
510
-Al
991
825
1082
1'-8'
6'-4-
PRECAST
(2)'4
(2).2
551
%$
959
164
1041
8'-0'
6'-8'
PRECAST
(2) 4
(2).2
518
TIM
902
112
984
8'-4'
T-0'
PRECAST
(2)'4
(2) 7
488
ON
851
648
92l
V-4'
V-0'
PRECAST
(2)04
(2).2
416
126
126
499
190
10'-6'
1 S-2'
PFECAST
(2)'4
(2) Z
354
618
618
380
613
11'-4'
10'-0'
PRECAST
(2).5
(2).3
315
561
561
311
601
12'-0'
10'-8'
PRECAST
(2)-5
M-3
292
525
525
211
561
12'-6'
11'-2'
PRECAST
(2) 5
(2) 3
211
498
498
251
512
13'-4'
12'-0'
PRECAST
(2) 15
(2) 3
255
458
458
214
442
14'-0'
12'-8'
PRECAST
(2).5
(2).3
239
430
430
190
395
14'-8'
13'-4'
PRESTRESSED
(2)'4
(2) -2
NR
418
418
230
446
15'-4'
W-0'
PRESTRESSED
(2)-4
(2) -2
NR
319
319
210
401
11'-4'
16'-0'
I PRESTRESSED
(2)-4
(2).2
NR
288
288
163
311
19'-4'
18'-0'
FWSTRE55ED
(2).5
M-3
NR
214
224
131
254
10'-0'
IS' -8'
PRESTRESSED
(2) 5
(2) -3
NR
10l
20-1
121
231
21'-4'
20'-0' PRESTRESSED
(2) 5
(2).3
NR
11l
Ill
101
208
227-0'
20'-8'
PRESTRESSED
(2).5
(2).3
NR
164
164
100
195
24'-0' 22'-8'
PRESTRESSED
(2)5
(2).3
NR
132
132
84
163
NR- NOT RECOMMENDED
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 (0751 (17511 1175L WSU !1751. 11SU (U5L 12751
TABLE No. 2
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 16" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITYUPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR ( --' !1151 (1751 NnU (1)$51 11751 (1)51. (27511
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFTUPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR I TOP 8AR (D75L (17511 (1751_ (1)51 IUSL (1)- (1751 (1151
r4
WE
4
TABLE No. 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEELGRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR I TOP BAR 1075E (1751 (1751 (1051 !IASL (1)5U 1175E (2751
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LINTEL CLEAR LNTEL TYPE LINTEL STEEL PLAIN GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH SPAN GRAVITY CAPACITY
CAPACITY
CAPACITY
CAPACITY
BOTTOM BAR I TOP BAR CAPACITY (0)5L 11751
1175L 11751
1175L (1)511
Oft (DINJ
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL CLEAR LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT
_ENGTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP 8AR CAPACITY (U5L (0751 (DSL !17511 (1751_ (1)5u(1751 (2)511
.nm
3j'
3a'
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 32" COMPOSITE LINTELS
LINTEL CLEAR LNTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR I TOP BAR (0151- (1751 (1)15L 05U (1)5L (1050 (1751 (2)51
'4
TABLE No. 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
_ENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR (0)5L 0511 !1751. (1150 (1751. (1 ft (ll51. (2)%
-4
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY
BOTTOM BAR TOP BAR (0151 (17511 (175L WSU (I75L 0A !ll5L (1751
3j'
3a'
A R C H IT E C T S
�Tt LONG WOOD,FL32750�•v
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
LINTEL
PLAN
(LOTT)S)
ARCHITECT=
STATE OF FLORIDA
CANTWELL
1012079
DA /21/18
SCALE: 1/4"=1'-0"
SHEET
or 6
3C
\000000000
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
LINTEL
PLAN
(LOTT)S)
ARCHITECT=
STATE OF FLORIDA
CANTWELL
1012079
DA /21/18
SCALE: 1/4"=1'-0"
SHEET
or 6
3C
4.
LINTEL PLAN - ELEV. "F" (ELF)
M)4TERIAL5
LINTEL
NO.
GENERAL NOTES
F'c 8' precast lintel = 4000 psi
I.
Provide full mortar bed and head joints.
f'c prestressed lintel = 6000 psi
2.
Shore filled lintels as required.
Grout per ASTM C416 f'g = 3000 psi w/
3.
Installation of lintel must comply with the
maximum 3/8 inch aggregate 4 8 to II inch
L-2
architectural and/or structural documents.
slump
4.
U -Lintels are manufactured with 5 1/2' long
Concrete Masonry Units (CMU) per ASTM
SPIE-15/IT
notches at the ends to accommodate vertical
C90 w/minimum net area compressive
W-6'
cell reinforcing and grouting.
strength = 1900 psi
5.
Reference the CAST -CRETE Load Deflection
Rebar per ASTM A615 grade 60
BFB
Graph brochure for lintel deflection information -
nformation.Prestressing
Prestress Ingstrand per ASTM A416 grade
6.
Bottom field added rebar to be located a the
210 low relaxation
1 1'-6'
bottom of the lintel cavity.
Mortar per ASTM C-210 type M or S
1
1/32' diameter wire stirrups are welded to the
SF16-15AT
NOMINAL HEIGHT
bottom steel for mechanical anchorage.
11'-4'
8.
Cast -in-place concrete may be provided in
L-1
9'-4'
composite lintel in lieu of concrete masonry units.
9. Safe load rating based on rational design
analysis per AGI 318 and ACI 530
10. The exterior surface of lintels installed in
exterior concrete masonry walls shall have a
coating of stucco applied in accordance
with ASTM C-296 or other approved coating.
11. Lintels loaded simultaneously with vertical
(gravity or uplift) and horizontal (lateral)
loads should be checked for the combined
loading with the following equation:
Applied vertical load, Applied horizontal load S 10
Safe vertical load Safe horizontal load
12. Additional lateral load capacity can be
obtained by the designer by providing
additional reinforced concrete masonry above
the lintel. See detail at right:
44;�441WZT04RETIC LINTEL SCHEDULE
LINTEL
NO.
LEWGTH
TYPE:
V-4'
BRCS. HT.
COMMENTS
L -i
V-4'
SF36-15AT
nominal bearing. Exception: Safe loads for unfilled
L -IA
IT -4'
SF36 -15/1T
PRESTRESSED
L-2
4'-6'
SRP54-05AT
RECESSED
L-3
V-4'
SPIE-15/IT
3.
L -3A
W-6'
SF16-05/1T
4.
L-4
4'-6'
SF16-05AT
BFB
L-5
V-4'
OF16-15AT
5.
L-6
1 1'-6'
SF16-15AT
REBAR AT TOP
[NOMINAL
L -6A
1'-6'
SF16-15AT
NOMINAL HEIGHT
L-65
11'-4'
SF16-15AT
(2) 05 REBAR
L-1
9'-4'
SP1&-15AT
GR40 or GR60
L-8
4'-6'
W16-05AT
1024
L-9
4'-6'
SF16-05AT
2305
L -10A
4'-6'
SF16-05AT
1 5325
L-105
4'-6'
SF16-05AT
3'-l' TO 4'-0' (PRECAST)
SF16-06AT
574FE LOAD T,45LE NOTES
1. For composite lintel heights not shown, use safe
load from next lower height shown.
8. For lintelsshown use a not len the safe load from
g
next longest length shown
9- All safe loads in units of pounds per linear foot
10. All safe loads based on simply supported
span.
Il. The number in the the parenthesis indicates the
percent reduction for grade 40 field added
rebar. Example 1'-6' lintel type 5F32 -IB safe
gravity load = 6412(9) w/ 159 reductio* 6412
(.85) = 5501 plf
TYPE DE51GN74TION
F'm =1500ps i
1.
All values based on minimum 4 inch
UPLIFT
°
1-1/2" CLEAR
nominal bearing. Exception: Safe loads for unfilled
-A
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
W16 -IT
lintels must be reduced by 209 if bearing length is
less than 6 1/2 inches.
0=
4
BF78-IT
FOR EACH ADDITIONAL
2.
N.R. = Not Rated
Q
REINFORCED CMU FULL
3.
Safe loads are superimposed allowable loads.
COURSE
4.
Safe loads based on grade 40 or grade 60 Field
BUB
BFB
rebar.
Z
1/2' CLR TYP
5.
One 07 rebar may be substituted for two 05 rebars
2655
REBAR AT BOTTOM
REBAR AT TOP
[NOMINAL
5263
in 8' lintels only
'.4.
NOMINAL HEIGHT
6.
The designer may evaluate concentrated loads
BOTTOM REINFORCING
(2) 05 REBAR
from the safe load tables by calculating the
PROVIDED IN LINTEL
(VARIES)
GR40 or GR60
maximum resisting moment and shear at d -away from
1025
1024
1998
face of support.
1. For composite lintel heights not shown, use safe
load from next lower height shown.
8. For lintelsshown use a not len the safe load from
g
next longest length shown
9- All safe loads in units of pounds per linear foot
10. All safe loads based on simply supported
span.
Il. The number in the the parenthesis indicates the
percent reduction for grade 40 field added
rebar. Example 1'-6' lintel type 5F32 -IB safe
gravity load = 6412(9) w/ 159 reductio* 6412
(.85) = 5501 plf
TYPE DE51GN74TION
1
AT
"SMNBA REa'D P
UPLIFT
°
1-1/2" CLEAR
F FILLED WITH GROUT / U = UNFILLED
-A
=
W16 -IT
r_ -QUANTITY OF S REBAR AT
BOTTOM OF LINTEL CAVITY
0=
4
BF78-IT
BF32-IT
Q
(TYPE OF LINTEL)
GROUT
BUB
BFB
RCMU
Z
QUANTITY OF 0505
1969
2655
REBAR AT BOTTOM
REBAR AT TOP
[NOMINAL
5263
0
OF LINTEL CAVITY
NOMINAL HEIGHT
BOTTOM REINFORCING
WIDTH
1-5/8'ACTUAL
PROVIDED IN LINTEL
(VARIES)
8" NOMINAL WIDTH
1025
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT &LATERAL LOADS
8"PRECA5T U -LINTELS SAFE LOADS (LBS/FT)
SAFE 1 OADb (IBAJFT) A" Pf2F(-_A6T L1 -I INTFI S
110MM-4m+r
1
UPLIFT
LATERAL
OVERALLLINTEL LENGTH
BFB -IT
8-17-17
W16 -IT
M20 -IT
8F24 -IT
BF78-IT
BF32-IT
(TYPE OF LINTEL)
BUB
BFB
RCMU
1969
2655
3524
4394
5263
6132
1001
Z'-8' TO 3'-6' (PRECAST)
1025
1024
1998
1363
2305
3060
3815
4510
1 5325
6019
3'-l' TO 4'-0' (PRECAST)
165
163
1309
1201 2040 2101 3315 4043 4111 5319
4'J' TO 4'-6' (F'RECA9T1
1016
1115
2216
2838
3399
3961
4572
597
591
1013
4'-1' TO 5'-4' (PRECAST)
411
411
143
we
1561
2080
2593
3101
1 3620
4133
5'-9' TO 5'-10' (PRECAST)
340
339
616
835
1401
1868
2329
2190
3291
3112
5'41' TO 6'-6' (PRECAST)
Sol
121
490
121
1065
1624
2025
2426
2821
3278
TO l'-6' (PRECAST)
424
534
363
591
108
1136
1414
1815
2151
2500
l' -l' TO 9'-4' (PRECAST)
326
512
230
530
530
515
916
1188
1461
1136
2011
9'-9' TO 10'-b' (PRECAST)
401
180
414 504 800 1031 1214 1513 1153
10'-1' TO II' -4' (PRECAST)
260
452
154
410 455 124 938 1153 1369 1585
II' -5' TO 12'-0' (PRECAST)
744
402
131
418 306 bel les 964 1143 1323
r2'-1' TO 13'-4' (PRECAST)
384
358
560
124
889
1054
1220
21l
324
110
13'-5' TO 14'-0' (PRECAST)
105
193
100
739 334 920 612 829 9l8 1131
14'-I' TO 14'-e' (PRESTRESSED
224
313
486
621
l69
911
1054
NR
704
91
14-9' TO 15'-4' (PRESTRESSED)
NR
259
83
161 263 405 521 630 156 el3
TO Il' -4' (PRESTRESSED)
NR
194
64
162
229
348
44l
541
641
147
n'-5' TO 19'-4' (PRESTRESSED)
NR
146
52
142 204 301 393 460 568 699
19'-5' TO 21'-4' (PRESTRESSED)
NR
175
42
13l
191
299
319
462
546
630NR
71'-9' TO 22'-0' (PRESTRESSED)
116
40
124
n9
261
347
416
492
561
ZZ' -I' TO 24'-0' (PRE9TRE98EDJ
NR
91
30
8"PRECA6T 16/2"RECES5 DOOR U -LINTELS SAFE LOADS (LBS/FT)
8"PRECA57' W/2"RECES5 DOOR U -LINTELS SAFE LOADS (LBS/FT)
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 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
LINTEL
PLAN
(CAST—CRETE)
ARCHITECT:
STATE OF FLORIDA
11CANTWELL
1012079
DATE:3.1/21/18
SCALE: 1/4 Py=1' - 0"
SHEET
3D 6
OF
LINTEL PLAN - ELEV. "F" (ELF)
QUALITY PRECAST COMPANY
'STR❑NG' ❑N SERVICE
[!!��P,O,Box 11 - Brandon, Florida 33509-0011
LINTEL
NO.
LEWGTH
REINFORCING SCHEDULE & LOAD CAPACITIES
COMMENTS
L-)
9'-4'
8/36-5-(11U111)1
LENGTH SPAN WIRE / BAR BOTTOM BAR
SAFE
WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS
8/36-84WIMI
PFIES'I RrEftED
L-2
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL TOP
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
L-4
WIRE/ BAR
BOTTOM BAR
CAPACITY
CAPACITY
CAPACITY
CAPACITY
PRESTRESSED
L-6
18'-8"
8/ib-S-(11U/(1L
21'-4"
L -6A
8'-0'
(0)#5L(1)#5U
20'-8"
L-65
11'-4'
SMO-8-Mu/(L
4'-4"
L-1
(0)#5L(i)#5U (1)#5L(i)#5U
8/16-5- 01.111 x.
(2) D4.5 WIRE
(1)#51-(2)#5U
4'-6'
8116-S-(111,V(0>L
4'-8"
L-9
4'-6'
DETAIL'U'
DETAIL'V'
(1)#5L (1)#5U
DETAIL'W'
8116-5-(UU/(0)L
5'-8"
L-108
4'-6'
8/16-84UWWL
(2) D4.5 WIRE
L-11
DETAIL'U' &'V'
8/16-84WI(OJL
2'-10"
Y-6"
PRECAST
2 D4.5 WIRE
2 No. 3
10000
10000
10000
10000
3-6"
2'-2"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000
10000
10000
10000
4'-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"
3'-4"
PRECAST
(2) D4.5 WIRE
2 No. 3
9576
10000
10000
10000
5'-4"
4'-0"
PRECAST
(2) D4.5 WIRE
2 No. 3
7009
10000
10000
10000
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
11'-4"
10'-0"
PRECAST
(2) No. 3
2 No. 5
3615
5348
2699
4424
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No. 5
3191
3670
2379
3894
12'-6"
11'-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"
13'-4"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
3326
3326
1829
2919
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4 1409
2 No.4
1267
9'-8" 8'-4"
8'-0"
PRECAST
154"
14'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
3031
3031
1666
2702
2 No.4
17'4"
16-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
2346
2346
1290
2210
2 No.4
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1865
1865
1029
1869
2 No.5
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1737
1737
959
1778
2 No.5
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1516
1516
839
1620
2 No.5
22'-0"
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1420
1420
787
1551
2 No.5
24-0"
22'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
(2) No.5
1250
1250
658
1300
QUALITY PRECAST COMPANY
'STR❑NG' ❑N SERVICE
[!!��P,O,Box 11 - Brandon, Florida 33509-0011
LINTEL
NO.
LEWGTH
TYPE:
9'-4'
BRCS. HT.
COMMENTS
L-)
9'-4'
8/36-5-(11U111)1
LENGTH SPAN WIRE / BAR BOTTOM BAR
L -1A
I'1'-4'
8/36-84WIMI
PFIES'I RrEftED
L-2
4'-8'
8/54-8-(1)U/(0)L
RECESSED
L-3
8'-4'
8/16-5-(IJU111)1
PRECAST
L -3A
41-8@
8/16-S-C1J11/(OJL
15-4"
L-4
4'-6'
8/16-8-(111,1110)1
16-0"
L-5
8'-4'
8/16-84WMIL
PRESTRESSED
L-6
18'-8"
8/ib-S-(11U/(1L
21'-4"
L -6A
8'-0'
8116-5-(1JUMA-
20'-8"
L-65
11'-4'
SMO-8-Mu/(L
4'-4"
L-1
g'-4'
8/16-5- 01.111 x.
(2) D4.5 WIRE
L-8
4'-6'
8116-S-(111,V(0>L
4'-8"
L-9
4'-6'
8/16-5-(UU/(OJL
(2) D4.5 WIRE
L -10A
4'-6'
8116-5-(UU/(0)L
5'-8"
L-108
4'-6'
8/16-84UWWL
(2) D4.5 WIRE
L-11
j 4'-6'
8/16-84WI(OJL
6'-8"
REINFORCING SCHEDULE & LOAD CAPACITIES
8'-0"
SAFE WORKING LOADS (PLF) 8" X
16" COMPOSITE LINTELS
9'-2"
LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL
UPLIFT
GRAVITY GRAVITY
UPLIFT
LENGTH SPAN WIRE / BAR BOTTOM BAR
CAPACITY CAPACITY CAPACITY
CAPACITY
PRECAST
(0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1)#5U(1)#5L
(1)#5L(1)#5U
(2)#5U
PRECAST
DETAIL'H' DETAIL'J'
DETAIL'H' &'J'
DETAILW
4'-0" 2
4'-6" 3'
4'-8" 3
5'-4" 4
4
6'-6" 5
7-6" 6
7'-8" 6
9'-4" 1
8'-0"
PRECAST
10'4
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"
13'-4"
PRESTRESSED
15-4"
14'-0"
PRESTRESSED
174"
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 LOWER LINTEL CAVITY
[8x16 -P-1 L/1 U]
NOMINAL WIDTH J ] L 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)
rOM BARS
SCHEDULE
NOTES: "
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
3000 PSI GROUT TOP LEG BARS:
(PLACEDm
(SEE SCHEDULE)
(1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
M(TIED OR WELDED)
r`
BOTTOM BARS
7g,
NOTES: -
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS DOOR HEADER SECTION
PRECAST CONCRETE
m
No. 4 1777
No. 5 1568
No. 5 1439
(2) No. 3
2 No. 5
1149
(2) No. 3
(2) 7/16 strand +
1419
UPLIFT SAFE LOAD
2 No.4
SOLID SOLID
#5 (1) U (0) L #5 (1) U (1) L
(2) No. 3
LATERAL SAFE
8"x8" RECESS DOOR
LOADS (PLF)
HEADER
DETAIL'DB' DETAIL'DC'
TOTAL CLEAR DOOR
_ENGTH 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"
2'4"
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"
7-8"
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"
5-9`
PRECAST
(2) D4.5 WIRE
(2) No. 4
606
1097
7'-8"
64"
6'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4
498
863
9'-8"
8'4" 1
8'-0"
1 PRECAST
(2) D4.5 WIRE
(2) No. 4
294
510
TYPE DESIGNATION
P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT
S - SOLID LINTEL LOWER LINTEL CAVITY
[8x16 -P-1 L/1 U]
NOMINAL WIDTH J ] L 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)
rOM BARS
SCHEDULE
NOTES: "
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION
PRECAST CONCRETE
3000 PSI GROUT TOP LEG BARS:
(PLACEDm
(SEE SCHEDULE)
(1) #5 CONTINUOUS REQ'D.
PER STRUCTURAL PLAN
7/32" STIRRUPS AT 4'-0" cc
M(TIED OR WELDED)
r`
BOTTOM BARS
7g,
NOTES: -
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MIN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS DOOR HEADER SECTION
PRECAST CONCRETE
m
No. 4 1777
No. 5 1568
No. 5 1439
(2) No. 3
2 No. 5
1149
(2) No. 3
(2) 7/16 strand +
1419
UPLIFT SAFE LOAD
2 No.4
SOLID SOLID
#5 (1) U (0) L #5 (1) U (1) L
(2) No. 3
(2) 7/16 strand +
1291
DETAIL'DB' DETAIL'DC'
2 No.4
DETAIL'DD'
(2) No. 3
(2) 7/16 strand +
993
(2) D4.5 WIRE (2) No. 3
2 No.4
2143 2143
(2) No. 3
(2) 7/16 strand +
1035
2'-8" 2'-4"
2 No.5
(2) D4.5 WIRE (2) No. 3
(2) No. 3
(2) 7/16 strand +
961
1483
2 No.5
2'-10" 2'-6"
(2) No. 3
(2) 7/16 strand +
834
1668 1668
2 No.5
1376
(2) No. 3
(2) 7/16 strand +
720
(2) D4.5 WIRE (2) No.3
2 No.5
1553 1553
(2) No. 3
(2 7/16 strand +
4'$"
3'-4" 3'-0"
191 Nn 5
642
2153
1777
1568
1439
1354
1-2-32-
1149
1419
1291
993
1035
961
834
720
642
5402
2916
2651
2421
1881
1448
1222
1075
981
6-4-9-
760
850
775
600
478
446
390
366
306
10000
10000
10000
10000
7320
5641
4314
3183
3049
2811
2607
2139
1766
1568
1439
1354
1232
1149
1347
1270
1084
936
872
763
716
599
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x8" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR DOOR LINTEL
SPAN SIZE
TYPE
LINTEL STEEL TOP LINTEL
WIRE/ BAR STEEL
BOTTOM
BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
PLAIN
SOLID SOLID
#5 (1) U (0) L #5 (1) U (1) L
SOLID
#5 (1) U (0) L
#5 1 U 1 L
SOLID
#5 (2) U (1)
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
1668 1668
1376
1376
44'
3'-0" 2'-8"
PRECAST
(2) D4.5 WIRE (2) No.3
1 1367
1553 1553
1284
1284
4'$"
3'-4" 3'-0"
PRECAST
(2) D4.5 WIRE (2) No. 3
1194
1363 1363
1131
1131
5-8"
4'-4" 4'-0"
PRECAST
(2) D4.5 WIRE (2) No. 3
864
995 995
831
831
6'-8"
5-4" 5-0"
PRECAST
(2) D4.5 WIRE (2) No. 4
662
816 816
650
654
7'-8"
C-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)
8"x32" RECESS DOOR HEADER
TOTAL CLEAR DOOR
LENGTH SPAN SIZE
LINTEL TYPE LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
BOTTOM BAR SOLID SOLID SOLID SOLID
(0)L #5(2)U(I)L
#5(1)U(0)L #5(1)U(1)L #5(1)U 1
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 10000 10000
4'-2" 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" 54" 5-0"
PRECAST (2) D4.5 WIRE
(2) No. 4 5323 10000 4103 10000
7'-8" 6'-4" 6'-0"
PRECAST (2) D4.5 WIRE
(2) No. 4 3810 10000 2929 9691
91-8" 8'4" 8'-0"
PRECAST (2) D4.5 WIRE
(2) No. 4 2202 5434 16W 5174
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x16" RECESS DOOR HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
#5(1)U(0)L
GRAVITY SAFE LOAD UPLIFT SAFE LOAD
SOLID SOLID SOLID
#5 (1) U (0) L
#5(1)U(1)L #5 1 U 1 L
SOLID
#5(2)U(1)L
DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ'
DETAIL'DK'
314"
2'-4"
2'-0"
PRECAST (2) D4.5 WIRE
(2) No.3
5713 10000 10000
10000
4'-0"
2'-8"
2'-4"
PRECAST (2) D4.5 WIRE
(2) No. 3
4511 10000 9686
10000
4'-2"
2'-10"
2'-6"
PRECAST (2) D4.5 WIRE
(2) No. 3
4032 10000 8687
9503
4'-4"
3'-0"
2'-8"
PRECAST (2) D4.5 WIRE
(2) No. 3
3647 9133 1 7835
8173
4'-8"
3'-4"
3'-0"
PRECAST (2) D4.5 WIRE
(2) No. 3
2990 7025 6382
6382
6-8"
4'-4"
4'-0"
PRECAST (2) D4.5 WIRE
(2) No.3
1819 4139 3839
3839
6-8"
5'-4"
5-0"
PRECAST (2) D4.5 WIRE
(2) No.4
2976 2976 2676
2737
7'$"
6'4"
6%0"
PRECAST (2) D4.5 WIRE
(2) No. 4
2292 2292 1918
2121
9'$'
8'4"
8'-0"
PRECAST (2) D4.5 WIRE
(2) No.4
1563 1563 1113
1455
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x12" RECESS DOOR HEADER
TOTAL CLEAR
LENGTH SPAN
DOOR
SIZE
LINTEL TYPE
LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
BOTTOM BAR SOLID SOLID SOLID
PLAIN #5 (1) U (0) L #5 (1) U (0) L #5 (2) U (1)
#5 1 U 1 L
DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF DETAIL'DG'
3'-8" 74'
2'4"
PRECAST
(2) D4.5 WIRE
(2) No.3 3764
6455 5637
5637
4'-0" 7-8"
7-4"
PRECAST
(2) D4.5 WIRE
(2) No.3 2970
4965 4401
4401
4'-2" 2'-10"
2'-6"
PRECAST
(2) D4.5 WIRE
(2) No.3 2654
4449 3965
3965
4'4" 3'-0"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No.3 2400
4030 3607
3607
4'$" 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" 54"
5-9'
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
9'-8" 8'-4"
8'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 4 1000
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.abdeslgngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
82065.015/00001
PAGE:
LINTEL
PLAN
(QUALITY
PRECAST)
ARCHITECT-
STATE OF FLORIDA
DA": 11/21/18
s 1/4"=V-0"
3E or 6
11111111111
000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
82065.015/00001
PAGE:
LINTEL
PLAN
(QUALITY
PRECAST)
ARCHITECT-
STATE OF FLORIDA
DA": 11/21/18
s 1/4"=V-0"
3E or 6
HEADER SPAN CHART
(HEADER 51ZE5 PER CHART, UN.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
CONNECTOR SC L ULE CONTROL DATE: 01-01-15
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
F
5'-0' TO 6'-4'
META -Ib
1450
HTA 16-I5
1400
AT EAC44 END OF HEADER
(1) 116d Ix i I - L , (k.) 1 -PLY, (USP: 00) 10d X 1 1/2' - NO 166 OPTION)
(2) META -Ib
1985
1900
(2) HTA Ib
2800
-1-101 I� iXl ,t.{� ll0) loci x i 1/27
�f'
lj!W( lU P:-18
(14) Ifod 2 -PLY (USP: NO Ibd OPTION)
HETA-16
1810
NTA 16
1615
( - -PLY USP: (10) 106 x 1 1/2', NO Ibd OPTION
HETA-20
1810
HTA 20
1615
( -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
(2) HETA-20
2035
2500
(2) HTA-20
3170
(10) Ipp x I i I USP: (10) 10d x 1 1/2'
-1121 Ibd 2 -PLY (USP: NO Ibd OPTION)
Z
O
LGT-2
2150
LUGT-2
1915
(IJ - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WE, WOOD (16) 10d
(n
DETAL-20
2480
NO USP CONVERSION FOR SIMPSON DETAL-20
(I8) - loci x 1 1/2, 1 PLY
MGT +
3965
MUGT
4000
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) loci TO WOOD (USP: (28) 10d TO WOOD)
HGT-2
10980
HU6,T-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD CUSP: WOOD (8) 10dJ
HGT-3
10530
HUGT-3
9365
(2) 3/4' A.TK IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), ( ib) I0d TO WOOD (USP: WOOD (8) 106)
LGT3-SD525
3285
1-UGT-3
5330
(12) SDS 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL CUSP: GONG. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA
WALL
1555
(10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2'
VGT
4940
NO USP CONVERSION FOR SIMP50N VGT
CU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SD5 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
MT5-12
1000
MTW 12
1595
(14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
HTS -Ib
1150
HTW 16
1660
(I6) 106 x 1 IQ' (USP: (I6) loci x 1 1/2', (I6) Iod)
HT5-20
1450
HTW 20
2045
(24) 106 x 1 1/2' (USP: (24) loci 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
13-10
(10) 10d USP: (10) loci
LSTA-18 «+
1235
LSTA 18
1360
(14) 106 USP: (14) 10d
MSTA-18 «
1315
MSTA-18
1315
(14) loci U8P: (14) 10d
0
MSTA-24 +
1640
MSTA-24
1-150
(18) 10d USP: (18) Iod
m
MSTA-30 ++
2050
MSTA-30
2140
(22) loci USP: (22) 10d
M5TA-36 +
2050
MSTA-36
2525
(26)106 UBP: (26)lod
MSTI-36
3800
KSTI 236
3090
(36) 10d x 1 1/2' USP: 1367 10d x 1 1/2'
N
MSTI-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) 8d TO STUDS CUSP: (16) 8d x 1 1/2', (I6) 8d)
5P4
885
SPT 4
945
(6) IOd x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
A34
395
MP 34
410
(4) 86 x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) 8d x 1 IR' TO POST.
HCP2
645
HHCP 2
10-10
(12) 10d x 1 1/2' USP: (10) 10d x 1 IR' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
HIDA
1340
RT 16A
2180
(18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) l0d X 1 1/2' TO PLATE
VGT 4 HDU4
4565
PHO 4A
4535
(16)-5DS 1/4'x3' TO WOOD, (10)-5D5 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
USP: 5/8' ATR MIN. -1" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT e HD -IM
4940
TDX 10
5110
(16) -SPS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/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 6-115
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN CONIC., (12) 16d TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000 PAU b6
2535 13815
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG, (12)166 TO WOOD USP: SAME AS SIMPSON
LTTI9 +
1340
LTS 19
1205
(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONIC., (8)106 TO WOOD USP: SAME AS SIMPSON
CK
0
=
L7T205 +++
1500
LTS 205
IIo5
(I) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (10)IOd TO WOOD
USP: 3/4' ATR MIN I' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2'
(�
Z
H7T4
4455
HTT45
4465
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED) IN CONC, (18) 80'10 X 1 1/2' (USP: (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) loci x 1-1/2', (20) Ibd x 2 1/2'
Q
HTT5
5090
HTT45
5430
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED,) IN CONC., (26) 16d X 2 1/2' CUSP: (20) 166 X 2-1/27
USP HAS MORE NAIL OPTIONS: (28) loci, (28) 10d x 1-1/2', (20) *d x 2 1/2'
HHDQII-SDS 25+
11,810
UPHD Il
12090
(1) I' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS y+' x 2Yi' WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
HD715
6645
TDX 10
5110
(1) -1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 7 EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
0
MBHA 356/1125
3415
5330 NFM35XI2U
3165 -1130
SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CP9.U. TOP, (I) 3/4'
A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.-15' EMBEDMENT) IN CM.U. FACE, (18)10d TO BEAM
USP: (1) 1/2' J -BOLT W/ MINIMUM 6: EMBED- 4 NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
4J loci AT J015T
W
HUSG412 (WOOD)
3635
2660 (FLR)
HUS4121F
3265 (ROOF)
2530 (FLR)
3060
3225 (ROOF)
(IO) trod TO HEADER, 00) Ibd TO WOOD USP: SAME AS SIMPSON
Z
Q
HUC410 (CMU)
1810
5085 HD410 IF
1905 3175
(18) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) loci TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD.
HUG210-2 CCNU)
1810
5085 HD210-21F
1905 3115
llBJ I/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: NSP: (18) I/4' x 3" W63 SCREWS, (10) 106 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: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD
LGUM26-2-505
1430
5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-806
(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 - GIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT.
++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 106 x 1 I/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD- WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
+ MINIMUM EMBEDMENT INTO THE TOP OF A BON05EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
W
I—
0
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 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-HW09, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE t MASONRY CATALOG
C-5AS-2012.
HEADER SPAN CHART
(HEADER 51ZE5 PER CHART, UN.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 6
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 &
UP TO 5'-0'
DBL 2 x 8
5'-0' TO 6'-4'
DBL 2 x 10
6'-4' TO 8'-0'
DSL 2 x 12
W-0' AND OVER
2x12
(•2 SYP)
1116' OSB
(TYP-)
NAIL (3) 12d • 6'-8' O.C.
TYP. 2x12 BM.ZHDR.
@ ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM 14EADER SPAN (ft.)
UP TO
5'-0' TO
61-01
UNA.
W-11 1/2'
1'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
u
SUPPORTING END OF 14EADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EAC44 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
CJiFVP
CJ3FVP
CJ5FVP
D01F
D06F
D05F
CJ3F
CJ 1F
,)4
LL
(2) 2x12 BEAM 0 14'-0' 5R3--)
HGT. SECURE TRUSS TO DBL.
2x12 BM. INTO BM. POCKET W/
(2) MTSA-24.
- v v
U
r
l
ui
U—
3
�
u
ROOF FRAMING PLAN - ELEV. "F" (ELF
(2) META -16
LL
�j LL
u u 3
U-
(2)
(2) META -16
CJ 1F
CJ3F
CJ5F
JIF
JIF
JIF
JIF
JIF
CJ5F
CJ3F
CJ1F
rA R C H I T E C TS
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL.-
SEAGATE
AODEL:SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
ROOF
FRAMING
PLAN
ARCHITECT
STATE OF FLORIDA
DA E: \11 /21 /18
S ,ALE: 1/4"=11-09p
S EET
4
OF 6
�I"I'II"I
�000000000�
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL.-
SEAGATE
AODEL:SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
ROOF
FRAMING
PLAN
ARCHITECT
STATE OF FLORIDA
DA E: \11 /21 /18
S ,ALE: 1/4"=11-09p
S EET
4
OF 6
12
5
ARE - ENG. TRU55ES
SECURED PER
FRAMING NOTES
- SECURE (2) 2x12 HDR.
INTO POCKET BM. OF
2x4 KNEEWALL W1 (2)
MSTA24,m EA END
P.T. 1x2 U1/ MTL, DRIP
EDGE
— 2x(o SUB -BAND
14'-0" BRC;. HT. 'a ENTRY
5r0" HIGH 2x4 KNEEWALL FRAMED 6 1(0" O.C. MAX
d ° STONE VENEER
0'-0" FIN. FLR.
•. Y /
G C d G' �— !
C 4
\\ \\/\\/\\//X/
as .�/yzZj\ol
/j\/j\i�.
ENTRY FRAMING
//� � � 1 SCALE. 1 = sa
�.
SEE FOUNDATION \//
PLAN
DETAIL
A It C H IT E C T S
Design
Group 1nc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
12'-8" BLK. HGT,
SECURE P.T. 2x4 BTM.
PLATE TO BLK. W1
x9 ANCHOR BOLT
a a 4
i a I
W1 2" WASHER SET IN
SIMPSON HIGH
STRENGTH EPDXY (o"
EMBED. MIN. a 16" OC
o
I -T a
MAX.
d. I .I a I .� •
4
.■mmv�moa,
o
•� a I.I ai,I
a ..
a
LL I
d.
—
9'-4" BRG. HT.
a
ARCH CROWN
Td
PRE -CAST
d a a
Q .
ARCH SPRINGL INE
LINTEL
a d
d
�t d 4
r=<
a .
TEXTURE CEMENTIOUS
d
COATING PER (ASTM
d a d 4
CK(o) (TTP.)
d as d
a
.4< d
da
Q a
•
N
as
'
d a
. a d
4
' 4
d
a
d
d ° STONE VENEER
0'-0" FIN. FLR.
•. Y /
G C d G' �— !
C 4
\\ \\/\\/\\//X/
as .�/yzZj\ol
/j\/j\i�.
ENTRY FRAMING
//� � � 1 SCALE. 1 = sa
�.
SEE FOUNDATION \//
PLAN
DETAIL
A It C H IT E C T S
Design
Group 1nc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
ENTRY
FRAMING
DETAIL
ARCHITECT:
STATE OF FLORIDA
JAMESfdCANTWELL
AR 012079
DAT 11 /21 /18
SCALE: 1/4"=1'-0"
SHEET
5 OF
.■mmv�moa,
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
ENTRY
FRAMING
DETAIL
ARCHITECT:
STATE OF FLORIDA
JAMESfdCANTWELL
AR 012079
DAT 11 /21 /18
SCALE: 1/4"=1'-0"
SHEET
5 OF
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
2034 SQ. FT. GENERAL LIGHTING X3 VA PER SQFT
110V OUTLET
SMM" ED WV GRAND FAULT
INT0WF Tt (TAMM NMTANt
TYPFJ
3000
IIVV FLOOR
EQM"W V GRAND FAULT
®
8000
RAlvw NwTANT
4500
OUTLET
TYPE)
1 CLOTHES DRYER
5000
110V SWITCHED
EQ M9W IW GRAND FAULT
SUBTOTAL OF GENERAL LOAD
29248
OUTLET
NTEFAMM (TA VM NWTANT
TYPE)
REMAINDER OF GENERAL LOAD AT 40% 19248 VA x .4
I10V GFI
EQUIPPED IW 04M FAULT
NTE1i�'M (TAMPER PEb18IM
17699
OUTLET
TYPE)
3 TON AIR CONDITIONING UNIT
220V OUTLET
4 WN GOMEMN
EXTERIOR
0
WATERPROOF OUTLET
NET TOTAL HEAT
$
SWITCH
29719
$3
SWITCH
3 -MY OPERATION
$4
SWITCH
4-9)AY OPERATION
$p
DIMMER SWITCH
L&IT
D
WALL SCONCE
PRE -WIRE
y.�
CEILING
rlowTED LIGHT
O
RECESSED CAN
O
VAPOR PROOF
RECESSED CAN
VENT FAN
VENT FAN W/
L&;t
-0-
24' L*W STRIP
.48L*HT STRIP
O
FUORESCENT
~ AMW
24'
FLUORESCENT
48'
FLUORESCENT
D
PANEL
�DDODODODOJ
-
STRUCTURED
WIRE PANEL
own
METER
&
aim
DET
BATT.
®
CARSON MONOXIDE
BAT? SACK -W V RAPO E
DETECTOR
NTeRcatrcm
e'
SMOKE / CARBON
MONOXIDE
BATT. BACK-UP au HAMM
DETECTOR COMBO
�-
PENDANT L*HT
TELEPHONE
JACK
4
GAS OUTLET
®
CEILWs FAN /
CEILM em FEamw TO BE
EUPIgoM N ACOMA42 W
LK�HT
Bax MAIM AS SUad FOR
HOPEDTON
CElLM Sax REQUIRED TO eE
Q
J -BOX
& PPOM N ACCORDANCE Uv
8091 MAN= AS LUM FDR
wwwN
SPEAKER
PRE -WIRE
4P
FLOOD LKHT
0
SECURITY
SYSTEM KEYPAD
D
DIGITAL KEYPAD
MATER 14EATER
E�j
�
DISCONNECT
AIR COND.
E�j
JJ
DISCONNECT
FE
TELEVISION JACK
Y
L WWs
0
DOOR CHIMES
NOTE:
-PHONE OUTLETS 4 TELEVISION JACKS TO BE
DETERMINED BY BUILDER / HOME011NER
-ALL RECEPTACLES IN HABITABLE ROOMS
ARE TO BE ARC FAULT AND TAMPER
RESISTANT TYPE
(3) • 1 THHN/1'HWN COPPER CONDUCTORS,
(i) M 6 THHN/TWWN COPPER GROUND IN 2" CONDUIT.
TRANSFORMER BANK: 50kVA
VOLTAGE: 1620/13200-240/480v NEMA 3R 150 AMP
SERVICE: SINGLE PHASE 120/240
TYPE: UNDERGROUND COMBO VOLT 42
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS
AT SECONDARY SIDE± (120/240 VOLTS) M AND METER MLO
MAXIMUM FAULT CURRENT: 19390 amps CAN
POWER COMPANY 150
TRANSFORMER AMP. PHONE / DATA
WEATHER
PROOF BOX
SERVICE BY OTHERS li I
(3) +12 CU. THWN IN 1/2' CONDUIT
GRADE LINE
SO ,SMP ELECTRICAL R15ER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
LOAD CALCULATIONS ONE FAMILY
DWELLING WITH HEAT PUMP (NEC COOE402)
HOUSE PLAN: SEAGATE MODEL
LOAD INFORMATION
VA
2034 SQ. FT. GENERAL LIGHTING X3 VA PER SQFT
6102
2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3000
1 LAUNDRY CIRCUIT AT
1500
1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
8000
1 WATER HEATER
4500
1 DISHWASHER
900
1 CLOTHES DRYER
5000
1 DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
29248
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD AT 40% 19248 VA x .4
7699
TOTAL NET GENERAL LOAD
17699
10 KW AIR HANDLER HEAT PUMP AT 65%
6500
3 TON AIR CONDITIONING UNIT
5520
NET GENERAL LOAD
17699
NET TOTAL HEAT
12020
TOTAL LOAD
29719
CALCULATED LOAD FOR SERVICE
21719 VA/240 V= 123.82 AMP
150 AMP SERVICE
INTERSYSTEM BONDING TERMINAL
AT LOW VOLTAGE CONNECTIONS
EXTERIOR WI RECEPTACLE
PROVIDE 04 THHN/THWN COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIPE.
NOTE: IF PVC 15 USED THERE 15 NO
BOND/GROUND TO COLD WATER PIPE.
CABLE / TV
WEATHER
PROOF BOX
DEDICATED 20 ---
AMP OUTLET
FOR MLUAVE
COACH _ _ — — — _ COACH
LIGHT — — — — — LIGHT
ELECTRICAL PLAN
METER
VERIFY
LOCATION
A R C H IT E C TS
/Design
Group Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
1 V21 /18
Sc :1/4"=1'-0"
SHEET
6
OF 6
�
�DDODODODOJ
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
ELECTRICAL
PLAN
ARCHITECT=
STATE OF FLORIDA
DAT :
1 V21 /18
Sc :1/4"=1'-0"
SHEET
6
OF 6
i
SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE:
X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED
OVER #30 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB.
INSTALLED PER SECTION 8905 OF THE FBCR, RE-ENGINEERED
6TH EDITION (2011) GABLE ROOF TRUSS p0 NOT EXCEED 4" DO NOT EXCEED 4"
8' CMU BLOCK 8' CMU BLOCK
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES
AT FIRST (2) BAYS 5q , DRYWALL �" " 2" DRYWALL WINDOW/DOOR JAMB
METHOD PER 'NAILING SCHEDULE" (4'-0" O.C. SHEATHING SEAMS) P.T. 1x4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN.
(SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER BLOCKING FASTENER
METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE
2x6 SUB-BAN DOOR CASING
VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW
OVER 4'-10` NIGH MEMBER w/ (2) 12d NAILS 8' FROM
S" TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHE[) TO BLOCKING P,T. 1x4 or 5'x4" MIN:
(PER ASTM C926) OVER PAPERBACK CAS PES; TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and IS O.C. MAX PER MFR'S SPECIFICATIONS) 4
EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w//V2" x g' SECURE THRU FRAME INTO BLOCK w/
(1)16" TAPCON (MIN. EMBEDMENT 1 4')
2-LAYER WATER RE515TANT BARRIER, OVER PER FLAN ANCHOR BOLT w/ 2' WASHER, SET IN 5 8" FROM EACH END and 18" OC. MAX
WALL SHEATHING (TYPE AND ATTACHMENT I' SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4 or +/4) WINDOW TO BLOCK (+3 )
or
METHOD PER 'NAILING SCHEDULE')-- ((o" MIN. EMBEDMENT S 32' O.C. MAX) DOOR JAMB TO BLOCK(A4 " or + 4" DOORJAMB TO BLOCK(+3" (1) DRIVE PIN, 8" FROM EACH ENE) and
) ) 6 18' O.C. MAX
SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: 1'=1'-0' 4E SCALE: 1'=1'-0'
MIN. SHANK SIZE .145
w/ 12d NAILS s 8' O.C. MAX )
LL MIN. HEAD SIZE .300
WA2 ONT. 2x4 RAT-RUN ATTACHED TO EACH MIN. EMBEDMENT 14"
TRUSS w/ (2) 12d NAILS
PLASTIC OR METAL WEEP SCREE _ INSTALLED 6 MID-POINT OF TRUSS SPAN NOTE: NOTE:
2' TEXTURED CEMENTITIOUS or 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)16' TAPCON
C926) OVER CM ATT OR BLOWN-IN INSULATION DO NOT EXCEED 1` DO NOT EXCEED �" IN N
(R-VALUE PER ENERGY CALCS) 4 4 (MIN. EMBEDMENT 1 4) 8 FROM EACH
S' GYPSUM BOARD OR 2' HIGH STRENGTH 8' CMU BLOCK ENP and 6 18" O.C. MAX
8' CMU BLOCK or
CEILING BOARD 2" DRYWALL 2" DRYWALL (1) DRIVE PIN, 8" FROM EACH END and
BLOCK WALL SECTION —GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER
ONC. FILLED U-BLOCK w/ (1) 05 5' ' 1@ 18" O.C. MAX
16
(:T SINGLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DooR JAMB BLOCKING OSB (4' WIDE MIN.) MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT MIN. NEAP SIZE .300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING 1"
SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING
MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB /WINDOW MIN. EMBEDMENT 14
PER MFR'S SPECIFICATIONS EACH END and @ 18" O.C. MAX (ATTACHED TO BLOCKING
OVER 030 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" TAPCONS
6TH EDITION (2011) WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4) 8 FROM EACH
DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER Nx or ib" OSB) END and 6a 18' O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 1' TAPCON MIN. I �" EMBEDMENT INTO BLOCK or
METHOD PER 'NAILING SCHEDULE" SCALE: 1'=1'-0' 4 4 (2) DRIVE PINS, S' FROM EACH END and
RE-ENGINEERED ROOF TRUSS
18" O.C. MAX
EMBEDDED STRAPATT OR BLOWN-IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145
MIN. HEAP SIZE .300
(PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 16��) MIN. EMBEDMENT 1 4"
X,
SHIM AS NEEDED 4F SCALE:
TO PLUMB JAMB.
METAL DRIP EDG s' 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) i6" TAPCONS
VENTED ONC. FILLED U-BLOCK w/ 2' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8" FROM EACH
ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and 6 18' O.C. MAX
ER PLAN' , a RECAST LINTEL (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or
FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4' WIDE MIN.) I q (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 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
NOTE:
P.T. 1x4 or 4"x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 4"
STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.)
ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT
THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) DOOR CASING P.T. (2) 2x4:
PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS)q 1'
16 SECURE 2nd 2x TO STRUCTURAL
w/ 16 TAPCON MIN. 1 4 EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON
PLACE SILL (PER BLDR 2" GYPSUM WALL BOARD EACH ENE) and 6 IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH
2' TEXTURED CEMENTITIOU5 (U *5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 116") PER MFR'S SPECIFICATIONS) ENE) and s 18' O.C. MAX
COATING MIN, (PER ASTM CONC. POURED CELL 15 or
NOTE: (l) DRIVE PIN 8" FROM EACH END and
0926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX
8" CM ' P.T. FURRING STRIPS 16" O.C. 4C THROUGH NON-STRUCTURAL MEMBER Nx or 1" OSB)
4 SCALE: I'=I'-0' I6 MIN. SHANK SIZE .145
Lu/ 4" TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300
—WOOD BASE MIN. EMBEDMENT 14"
NOTE: WINDOW TO BLOCK (+3yl 6 )))
SHIM AS NEEDED P.T. (2) 2x6:
7
To PLUMB JAMB. DOOR JAMB TO BLOCK 4G (+3 /6) SCALE1
---CONCRETE SLAB DO NOT EXCEED 4' : 1'=1'-0'
SECURE TO BLOCK w/ (2) 4 TAPCONS
\-----(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH
END and s 18' O.C. MAX
AND REINFORCEMENT) 8' CMU BLOCK or
--EXTERIOR WALL FOOTING 2° DRYWALL UPLIFT UP TO 1,115 Ib
(SEE FOUNDATION PLAN FOR 51ZE P.T. 2x Ix4 or 1x2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and
BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) SIMPSON HT520 w/ (10) 10d NAILS TO TRUSS
2 (SEE WINDoiur000R JAMB BLOCKING '� 18' O.C. MAX
P.T. lx (4 WIDE MIN.) I N i N
SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE-ENGINEERED MIN. SHANK SIZE .145
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300
(ATTACHED TO BLOCKING UPLIFT UP TO 2 350 Ib ONTINUOUS BOND MIN. EMBEDMENT 1 4"
BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS BEAM
(2) 51MP50N HT520 EACH SIDE OF TRUSS w/
BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS
P.T. (2) 2x8:
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM l SECURE TO BLOCK w/ (2) TAPCONS
THROUGH NON-STRUCTURAL MEMBER (lx or 16' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS 4
,..::. .-:....... (MIN. EMBEDMENT 1 ") 8" FROM EACH I I �" EMBEDMENT INTO w/
X
TAPCONS MIN. or
OPENING 22'x 30' MIN. %4
OOp CASING AT SIDE WINDOW TO BLOCK (+2 ") 2" COVER (2) DRIVE PINS, 8' FROM EACH END and
2' APART 6 18' O.C. MAX
ATTIC ACCESS 1 »
NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /4) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145
3 SCALE: N.T.S. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 4D5 MIN. NEAP SIZE .300
PER 8801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) SCALE: I'=1'-0' SCALE: N.T.S. MIN. EMBEDMENT 14"
A R C H I T E C T3
Des'2Grouo1n
.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
12079
DATt: 121 /18
SCALE: 1/4"=1'-0"
SHEET
1)
E OXT (0 EQUIVALENT) ro'
ANY MANUFACTURER. Z G
SECURE BOTTOM PLATE TO EMBEDMENT MIN. 32" O.C. MAX
a —
NAIL REQUIREMENTS ONCRETE SLAB SLAB w/ (1) lOd CUT NAIL TUD TO BOTTOM PLATE w/
(SEE FOUNDATION PLAN FOR 51ZE 32' O.C. MAX SIMPSON 51=4 (USP 5PT4) 6 32'
51ZE
HEAD
LENGTH
DIAMETER
NAILING SCHEDULE
SHANK
5d
ROUND, MODIFIED OR T
2 %S"
.131
110,000
RING
TOP e BOTTOM EDGES
AND REINFORCEMENT)
(16-20 RINGS
AND REINFORCEMENT)
ROOF DIAPHRAGM - ASPHALT SHINGLE
PER INCH)
2x LBW (STUD SIZE, SPACING
PRE-ENGINEERED
PRE-ENGINEERED
SINGLE STORY
L.B.W. w/ UPLIFT
4 LOCATION PER PLAN)
ROOF TRUSS
ROOF TRUSS
4A
Yl&' 0.5.5. or Y" CDX PLYWOOD - ad RING SHANK GUN NAILS 4" O.C. a SUPPORTED PANEL
SCALE. 3/4'=l'-0'
SCALE: 3/4"=1'-0'
SCALE: 3/4'=l'-0'
EDGE5 AND ad RING SHANK GUN NAILS a (o' O.C. Q INTERMEDIATE SUPPORTS. SEE DETAIL.
z w
NZ
ROOF SHEATHING TO GABLE ENE) FRAME USE ad RING SHANK GUN NAILS 6 4' O.C. EDGEWISE.
ECURE 2x TO CMU wl (3)Y" x 9'
�o
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END.
ANCHOR BOLT w/ 2" WASHER SET
OUBLE TOP PLATE TO STUD
OUBLE TOP PLATE TO STUD
IN 51MP50N OR USP HIGH
w/ SIMPSON SP4 (U5P 5PT4)
w/ SIMP50N 5P4 (USP 5PT4)
ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL
PRE-ENGINEERED
STRENGTH EPDXY ((o' MIN.
a 32' O.C. MAX
6 32' O.C. MAX
z
EMBEDMENT)
ROOF TRU55
CDX EXTERIOR PLYWOOD or 1532" APA -RATED O.S.B. (AS PER MANUFACTURER'S
a
Qa
4'-O' MINIMUM OVERLAP FOR TOP PLATE SPLICE
2x 5TUD5 6 16' O.C. MAX
2x 5TUD5 1(0" O.C. MAX
INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS a 4' O.C. 6 5UPPORTED PANEL
73
NOTE: (1) ANCHOR BOLT
UNLESS NOTED OTHERWISE
UNLE55 NOTED OTHERWISE
EDGES AND ad RING SHANK GUN NAILS @ 6' O.C. 6 INTERMEDIATE 5UPPORT5. SEE DETAIL.
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
a
STAGGE
LOCATED 6' FROM TOP AND
2x CONTINUOUS STRESS
2x CONTINUOUS 5TRE55
ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS e 4' O.C. EDGEWISE. TOP CHORD BLOCKING 4"50TTOM
z o
= o
4 (1) NEAR MID -CENTER
BLOCKING 6 MID -WALL
BLOCKING @ MID -WALL
---DOUBLE
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING
w/ 51MP50N 5P4 (U5P 5PT4)
5PACE5 'a EACH EN
z
2x WOOD or METAL 5TUD5
32" O.C. MAX
EXTERIOR WALL SHEATHING
C;
o�
°�
a 24" O.C. MAXCID
PRE-ENGINEERED TRU55
Sd RING SHANK GUN NAILS 12"
(NOT LOAD BEARING)
BLOCKING 6 MID -WALL
%6' 0.5.8. or y' PLYWOOD or %6" ZIP BOARD 5Y5TEM - ad RING SHANK GUN NAILS tv 4' O.C. or RAFTER
z
2" GYPSUM WALL BOARD
2" GYPSUM WALL BOARD
PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND ad RING ROOF 5HEATHIN
2x 5TUD5 16" O.C. MAX
1) #5 REBAR VERTICALLY IN
z
ECURE BOTTOM PLATE TO 5LA5 w/
SHANK GUN NAILS 6 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL.CONC.
UNLE55NOTED
LE OTHERWISE
POURED CELL
Q a
Sd x 3" SCREW SHANK BALLISTIC
i
ST FLOOR 5TUD5 TO 2ND FLOOR 5TUD5
NOTE:
Y' x 9' ANCHOR BOLT w/ 2" WASHER
z
Q
NOTF: RINn SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM i _ Q
ELECTRO GALVANIZED STRIP
DO NOT SPLICE TOP PLATES WITHIN 6 -0 ��
(LOCATION PER PLAN)
SET IN SIMPSON HIGH STRENGTH
E OXT (0 EQUIVALENT) ro'
ANY MANUFACTURER. Z G
SECURE BOTTOM PLATE TO EMBEDMENT MIN. 32" O.C. MAX
a —
NAIL REQUIREMENTS ONCRETE SLAB SLAB w/ (1) lOd CUT NAIL TUD TO BOTTOM PLATE w/
(SEE FOUNDATION PLAN FOR 51ZE 32' O.C. MAX SIMPSON 51=4 (USP 5PT4) 6 32'
51ZE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
5d
ROUND, MODIFIED OR T
2 %S"
.131
110,000
RING
TOP e BOTTOM EDGES
AND REINFORCEMENT)
(16-20 RINGS
AND REINFORCEMENT)
PER INCH)
AND REINFORCEMENT) G iI u ° O.C. MAX
BUILDING LENGTH
a ° ° a °� a ONCRETE SLAB a ONCRETE SLAB
--�INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE
ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT)
BRACING FOR GABLE END FRAMING a AND REINFORCEMENT)
a NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
A R C N I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
E
C6
0
E
0
c
Cu
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#.
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
D : 11/21/18
S LE: 1/473=17_0„
S EET
D 2
Sd RING SHANK GUN NAILS a 4' O.C.
EXTERIOR WALL FOOTING
(SEE FOUNDATION PLAN FOR SIZE
(SEE FOUNDATION PLAN FOR 51ZE
(SEE FOUNDATION PLAN FOR 51ZE
TOP e BOTTOM EDGES
AND 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
-p
4 6
4A
SCALE. 3/4'=l'-0'
SCALE: 3/4"=1'-0'
SCALE: 3/4'=l'-0'
z w
NZ
NZ ° ad RING SHANK GUN
0 NAILS 6' O.C. IN FIELD
�o
PRE-ENGINEERED
PRE-ENGINEERED
ROOF TRU55
ROOF TRU55
-A
4'-O' MINIMUM OVERLAP FOR TOP PLATE SPLICE
SECURE TOP PLA ROWS, (RED NAILS a 4' O.C.
73
Z
V_
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
STAGGE
z o
= o
(0.5.5. TO BE STRUCTURAL GRADE)TOP
PLATE
---DOUBLE
TOP PLATE TO STUD
w/ 51MP50N 5P4 (U5P 5PT4)
Q
z
2x WOOD or METAL 5TUD5
32" O.C. MAX
C;
o�
°�
a 24" O.C. MAXCID
2x CONTINUOUS 5TRE55
Sd RING SHANK GUN NAILS 12"
(NOT LOAD BEARING)
BLOCKING 6 MID -WALL
z
O.C. IN FIELD
2x 5TUD5 16" O.C. MAX
Z
z
or
UNLE55NOTED
LE OTHERWISE
Q a
Sd x 3" SCREW SHANK BALLISTIC
ST FLOOR 5TUD5 TO 2ND FLOOR 5TUD5
NOTE:
z
Q
o o
ELECTRO GALVANIZED STRIP
DO NOT SPLICE TOP PLATES WITHIN 6 -0 ��
SECURED w/ 51MP50N OR U5P M5TA36
z u
o
NAILS 6 12 O.C. IN FIELD
OF ENDS OF WOOD STRUCTURAL PANEL
/a' T4G SUBFLOOR (ATTACHMENT "
/4' T4G 5UBFLOOR (ATTACHMENT
Z
N z -
a
SHEAR WALLS.
METHOD PER NAILING SCHEDULE")
METHOD PER 'NAILING SCHEDULE')
u
UNTHREADED SHANK TO EXTEND
BEYOND THICKNE55 OF
THI5 DETAIL APPLIES AT ALL EXTERIORRE-ENGINEERED
FLOOR TRU55
–PRE-ENGINEERED FLOOR TRUSS
5UB-FLOOR SHEATHING
WALLS AND INTERIOR SHEAR WALLS.
CZ
. . . . . . . . . . .DOUBLE
TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED
TOP PLATE SPLICE DETAIL
------------------
STUDS 16"
FOR WALL SHEATHING
TC ALL EXP05ED MEMBERS
2x O.C. MAX
(0.5.5. TO BE STRUCTURAL GRADE)
3 SCALE: 3/4'=1'-0'
OUBLE TOP PLATE
UNLE55 NOTED OTHERWISE
2" GYPSUM WALL BOARD
2" GYP5UM WALL BOARD
2x CONTINUOUS 5TRE55
BLOCKING MID -WALL
2x CONTINUOUS 5TRE55
BLOCKING Q MID -WALL
RE -ENGINEERED GABLE TRU55
NOTE:
ECURE BOTTOM PLATE TO SLAB w/
DIAGONAL BRACE CENTER OF TRU55 5PAN or
2x4 BLOCKING BETWEEN
Y2' x 9' ANCHOR BOLT w/ 2' WASHER
HIGHEST RIDGE,
TRUSSES AT FIRST (2) BAYS
Zx 5TUD5 a 16" O.C. MAX
SET IN 51MP50N HIGH STRENGTH
DIAGONAL BRACE TO BE -8 ANY SPAN 15'-0' OR
(4'-0" D.C. 0 SHEATHING SEAMS)
UNLE55 NOTED OTHERW15E
EPDXY (OR EQUIVALENT) 6"
GREATER (REFER TO TRU55 ENGINEERING FOR
2) 2x4 5YP 02 DIAGONAL BRACE w/ (3)
ECURE BOTTOM PLATE TO
EMBEDMENT MIN. 32" O.C. MAX
ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.)
12d NAILS 6 EACH TRU55 (DIAGONAL
5LAB w/ (1) 10d CUT NAIL Q
STUD TO BOTTOM PLATE w/
0'-0" - 30'-0' USE (1) X -BRACE
X -BRACING TO COVER 5-TRU55E5
32" O.C. MAX
51MP50N 5P4 (U5P 5PT4) a6 32"
f
30'-1" - 60'-0' USE (3) X-BRAC
E
O.C. MAX
t=
(1) X -BRACE 6 CENTER 4 (2) BRACES
G °°
aG v °.
° °°
bG ° °.
DIVIDED EQUALLY FROM CENTER TO END
a ONCRETE SLAB
a
ONCRETE 5LA5
(SEE FOUNDATION PLAN FOR SIZE
(SEE FOUNDATION PLAN FOR SIZE
k`
AND REINFORCEMENT)
AND REINFORCEMENT)
5TIFF5ACK AT ALL UPRIGHTS j
NTERIOR BEARING WALL FOOTING
NTERIOR BEARING WALL FOOTING
OVER 4'-10' HIGH I
(SEE FOUNDATION PLAN FOR 51ZE
(SEE FOUNDATION PLAN FOR SIZE
(AS PER TRU55 ENGINEERING
AND REINFORCEMENT)
AND REINFORCEMENT)
PLASTIC OR METAL
WEEP SCREE
TWO STORY L.B.W. w/ NO UPLIFT
TWO STORY L.B.W. w/ UPLIFT
SHOWN w/ CMU (FRAME CONDITION 7B
B
SCALE: 3/4'=1'-0'
5 A5
SCALE: 3/4'=1'-0'
SAME X -BRACING REQUIREMENTS) WA2
CNT. 2x4 RAT -RUN ATTACHED TO EACH
GABLE X- BRACING
TRUS5 w/ (2)124 NAILS
INSTALLED 9 MID -POINT OF TRU55 SPAN
1
SCALE: 3/4'=1'-0'
or 10'-0" O.C. MAX
A R C N I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
E
C6
0
E
0
c
Cu
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#.
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
D : 11/21/18
S LE: 1/473=17_0„
S EET
D 2
2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRU55
RAFTER 51ZE w/ MIN. (3) 12d NAILS
or MIN. (4) 10d GUN NAIL
1x6 COLLAR TIE 6 EVERY OTHER
RAFTER w/ MIN. (3) 12d NAILS or Q $" GYPSUM BOARD OR
lil4�1� MIN. (4) 10d GUN NAIL
IMP50N VTCR or U5P VTT j i I, 1 111111111 "> z' HIGH STRENGTH CEILING
�
\ SPACING (1) -8 EACH END � ' 2x RAFTER BOARD INGLE 2x 70P PLATE
AND 6'-0' O.C. MAX 1x8 NAILER SECURED TO TRUSSES
BELOW w/ (2) 12d NAILS or (3) 10d
lill�l�li GUN NAILS 6 EACH TRUS' GYPSUM WALL BOARD
\ I I IIt1111
i
1 Illttil
1111ttlit
Zx WOODS STUDS 24" O.C.
RAFTER TO TRU55 w/ SIMP50N (SIZE PER PLAN)
o MT512 or USP MTW12 ALTERNATE CONNECTION
(CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES
/ PENETRATION w/ 51MP50N or USP M5TA24
o SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/
CONVENTIONALLY FRAMED ROOF (3) 12d NAILS 6 EACH END.
4 RE - ENGINEERED BOTTOM PLATE TO
RE ENGINEERED ROOF TRUSSES
SCALE: 3/4 -I 0 SLAB w/ 10d MASONRY
OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES NAILS 32" O.C. MAX
TYPICAL VALLEY TRUSS CONNECTION
1 '�'2x4 SECURED TO GABLE END w/
SCALE: 3/4'=1'-0' (2) 12d 1@ EACH UPRIGHT ONCRETE SLAB
2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR
(2) 12d SPACED 6' - 8' O,C. MAX SIZE AND REINFORCEMENT)
WATER RE515TANT BACKERBOARD
(DEN5HIELD) 2x4 RAFTER a 24' O.C.
1/2' DEN5HIELD (SEAT DECK MUST
P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) 51MP50N L30 or USP A3 INTERIOR NON-BEARING WALL
or V CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF 6BLOCKING (EACH END A UJ002 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 BEAD BETWEEN DEN5HIELD
2x4 BLOCKING s EACH RAFTER `
P.7.2x4 STUDS AND FIBERGLASS PAN APPLIED
6 16" O.C. MAX PRIOR 70 MEMBRANE 2x4 FRAMING (TYPICAL) S' GYPSUM BOARD OR
VARIES PER PLAN INSTALLATION 51MP50N H25A or USP RTIA
Z' HIGH STRENGTH CEILING
SHOWER PAN EACH RAFTER TAIL CONNECTIO BOARD
N (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 3 %8" TOP CHANNEL (25 GAUGE)
TOP OF EACH RAFTER CONNECTIO TOP CHANNEL TO TRU55 w/
SHOWER SEAT DRYWALL SCREWS (EACH TRUSS
2 FRAMED OVERHANG or 24' O.C. MAX)
SCALE: 3/4'=1'-0' S
SCALE: 3/4'=1'-0'
Z" GYPSUM WALL BOARD
3 %' METAL 5TUD5 (25 GAUGE)
24" O.0 w/ FULL LENGTH LAYER OF
RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD,
A SECURE 2x TO CMU w/ (2) %b" x 3' TAPCON5 ATTACHED TO EACH SIDE 6 12" O.C.
WITHIN 8' OF EACH END AND s18' O.C. MAX 3 %s' BOTTOM CHANNEL (25
ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO
or
DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MA50NRY
(MIN. SHANK SIZE .145 NAIL w/ WASHER a 32" O.G. MAX.
— 4 MIN. EMBEDMENT OF I Y4') - -
WITHIN 8' OF EACH END AND sIV O.C. MAX �] - -- -- - ONCRETE SLAB
i-
(SEE FOUNDATION PLAN FOR
n
WALL SHEATHING o
51ZE AND REINFORCEMENT)
� -� � z - �' --
(TYPE AND ATTACHMENT METHOD a
PER 'NAILING SCHEDULE') mLL
ECURE 2x6 MIN. TO BLOCK w/
(2)Y' x T ANCHOR BOLTS w/ 2" NOTE:
T. 2x8 STUD BLOCK
WASHER SET IN SIMPSON or USP STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT
o --� B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS.
- (MIN. 6' EMBEDMENT)
z ROUGH OPENING (UP TO 6-0')_ INTERIOR NON-BEARING WALL
o ! �B METAL STUDS SCALE: 3/4'=1'-0'
ECURE 2x6 MIN. 70 BLOCK w/ -
" (3)�' x 9" ANCHOR BOLTS w/ 2" �" TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED
-- 2
RECAST OR POURED IN ! WASHER SET IN 51MP50N or U5P COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
-- PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" C92(o) OVER CM
EMBEDMENT 8 CMU BLOCK
EATHER STRIP MOLDING AROUND DOOR
S'
(PER MANUFACTURER'S SPECIFICATIONS)
CM
2x6 P.T. WOOD STUD SECURED 70 FILLED
I CELL w/ (3)y' x 9" ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS _ WASHER SET IN 51MP50N or U5P HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (V EMBEDMENT)
PER MANUFACTURER'S 5PECIFICATION5 I' MIN, SLIDE VERHEAD GARAGE DOOR (BY OTHERS)
ARCH WINDOW FRAME SECTION 6GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK
(BY OTHERS -INSTALLED PER
3 SCALE: 3/4'=l'-01 A SCALE: 3/4' B SCALE` N.T.S. MANUFACTURER'5 SPECIFICATIONS)
A R C H I T E C T S
DesonGrou��.
_
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 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
(STATE OF FLORIDA
D : 11/21/18
S LE: 1/4"=1'-0"
SHEET
D 3
A R C N I T E C T S
DesnGrouoi
.
1441 N. RONALD REAGAN BLVD.
LONGWOOD1 FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
SHINGLES OR TILE (PER COMMUNITY SPECS) 5HINGLE5 OR (PER COMMUNITY
BATT OR BLOUN-IN INSULATION
SPECS)
REFER TO DETAIL 102 FOR GABLE
(R -VALUE PER ENERGY CALCS)
OVER #30 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 R905 OF
THE FBCR, 6TH EDITION (2011)
PRE-ENGINEERED
THE FBCR, 6TH EDITION (2011)
GABLE ROOF TRUSS
TWIST STRAP (PER PLAN)
DOUBLE TOP PLAT
OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND
"NAILING
2x4 BLOCKING BETWEEN TRUSSES
`
ATTACHMENT METHOD PER
ATTACHMENT METHOD PER 'NAILING
AT FIRST (2) BAYS
METAL DRIP EDG
SCHEDULE")
SCHEDULE'
(4'-0' D.C. a SHEATHING SEAMS)
1 v2
2x6 SUB -BAN
i"
GYPSUM BOARD OR z NIGH
STRENGTH CEILING BOARD METAL DRIP EDGE
IL
VENTED
IMPSON 5P2 (USP 5PT24) a EVERY 2x6 SUB -BAN
TIFFBACK AT ALL UPRIGHTS
2 x 2" WOOD SCREWS
ALUMINUM SOFFIT
EXTERIOR BEARING STUD. VENTED ALUMINUM SOFFIT
OVER 4'-10" NIGH
=
-
FOR CONDITIONS WHERE TRUSS AND
(AS PER TRUSS ENGINEERING)
=
ALL SPACER
PER PLAN -)STUD
LINE-UP, USE A 5IMP50N H10A PER
PLAN
ONT. 2x4 RAT -RUN ATTACHED TO
=
2x4 STUDS 16' O.C.
(USP RT1(oA) DOUBLE TOP PLAT
EACH TRUSS w/ (2) 12d NAILS
=
WINDOW HEADER
\000000001
ALL INSULATION
''
INSTALLED a MID -POINT OF TRUSS
-
(SIZE PER PLAN
(R -VALUE PER ENERGY CALCS) 8" TEXTURED CEMENTITIOUS COATING MIN.
j'
SPAN or 10'-0' D.C. MAX
N -
2x8 BLOCKING
SECURED w/ (3) 12d
8" TEXTURED CEMENTITIOUS COATING MIN.
___WINDOW
(PER PLAN), ATTACHMENT (PER ASTM 0926) OVER PAPERBACK
BATT OR BLOWN -IN INSULATION
NAILS EACH EN
(PER ASTM 0926) OVER PAPERBACK
PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED
(R -VALUE PER ENERGY CALCS)
_
EXPANDED METAL LATH, OVER APPROVED
2 -LAYER WATER RESISTANT BARRIER, OVER
x X y
IQ
2 -LAYER WATER RESISTANTBARRIER OVER
WALL SHEATHING (TYPE AND ATTACHMENT
SECURE 2x4 TO DBL TOP PLATE w/ %x 6'
-
WALL SHEATHING (TYPE AND ATTACHMENT
INDOW SILL METHOD PER 'NAILING SCHEDULE") -
THRU-BOLTS a 32" O.C. MAX, then SECURE GABLE
_
METHOD PER 'NAILING SCHEDULE')WALL
INSULATION
TO 2x4 w/ 12d NAILS a 8" O.C. MAX
EXTERIOR BEARING ING STU DS
XT A
or
=
RYWA LL
CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP t
[ SIZE AND SPACING PER NOTE #21, (R -VALUE PER ENERGY CALCS)
SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N
_ -
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
UNDER CATEGORY TIMBER ON WINDOW HEADER
NGA10 is 24" O.G. MAX
WALL MOUNT
RAIL BLOCKING
BOTTOM PLATE OF 2nd FLOOR WALL
GENERAL NOTES SHEET GN)] (SIZE PER PLAN
�'
or EQUIVALENT INSTALLED PER MFRS SPECS)
or
SHEATHING MUST NOT BREAK WITHIN is
�4 T4G SUBFLOOR (ATTACHMENT
'NAILING
:
SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N
1'-4' MIN, FROM 2nd FLOOR LIN
METHOD PER SCHEDULE')
M5TA24 a 32' O.C. MAX
RAILING
DETAIL
FRAME WALL SECTION
— GABLE ROOF
for EQUIVALENT INSTALLED PER MFR'S SPECS)
4B
— —
CONTINUOUS 2x6 w/ (6) 16d NAILS a
3
SCALE: 3/4'=1'-0'
SCALE: N.T.s.
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 >RE
-ENGINEERED FLOOR TRUSS
IS A NAILER FOR WALL SHEATHING
NOTE:
BATT OR BLOWN -IN INSULATION
OR TILE (PER COMMUNITY
r7B
"'GYPSUM
BOARD OR 2' NIGH
(R -VALUE PER ENERGY CALCS'
SPECS)
STRENGTH CEILING BOARD
HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUSS
PLASTIC OR METAL WEEP SCREE
MBEDDED STRAP HANDRAIL
SECTION SHALL HAVE AN OUTSIDE
OVER #30 FELT PAPER (OR APPROVED
(PER PLAN)
DIAMETER OF AT LEAST 1 -I INCHES (32 MM) DOUBLE TOP PLAT
/
EQUAL) INSTALLED PER SECTION R905 OF
CONC. FILLED U -BLOCK w/
AND NOT GREATER THAN 2 INCHES (51 MM).
-Y THE FBCR, 6TH EDITION (2011)
(1)#5 CONTINUOUS REBAR i
RECAST LINTEL
IF THE HANDRAIL IS NOT CIRCULAR,
IT
WINDOW (PER PLAN),
(SIZE AND REINFORCEMENT
SHALL HAVE A PERIMETER DIMENSION
OF METAL DRIP EDG
OVER ROOF SHEATHING (TYPE AND
ATTACHMENT PER MFR.
PER PLAN)
AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN
ATTACHMENT METHOD PER 'NAILING
SPECIFICATION
Max
GREATER THAN 6 a INCHES (160 MM) WITH
VENTED
SCHEDULE")
A MAXIMUM GROSS SECTION OF DIMENSION
ALUMINUM SOFFIT
�Oil
MIN.
OF 2 4 INCHES l51 MM). EDGES SHALL HAVE 8" TEXTURED GEMENTITIOUS COATING MIN.
s " GYPSUM BOARD OR 1" HIGH
XX
A MINIMUM RADIUS OF 0.01 INCH (0.25 MM).
(PER ASTM C92(o) OVER PAPERBACK
STRENGTH CEILING BOARD
ALL INSULATION
EXPANDED METAL LATH, OVER APPROVED
IMP50N 5P2 (USP 6PT24) a EACH 2X8 STUD
PRECAST OR POURED IN
(R -VALUE PER ENERGY CALCS)
\
2 -LAYER WATER RESISTANT BARRIER OVER
000# UPLIFT CONNECTOR
PLACE SILL (PER BLDR
�' GYPSUM WALL BOARD �
WALL SHEATHING (TYPE AND ATTACHMENT
METHOD PER "NAILING SCHEDULE'
2' TEXTURED CEMENTITIOUS
1) #5 REBAR VERTICALLY IN
FULL WALL
COATING MIN. (PER ASTM �a'
GONG. POURED CELL
2x8 SYP #2 WOOD STUDS a 12' O.C. MAX
092(o) OVER CMU----
(LOCATION PER PLAN)
THE CLEAR SPACE
-
BETWEEN THE
Y2" DIAMETER ANCHOR BOLT a
t
4' P.T. FURRING STRIPS a 16" O.G. HANDRAIL ANp THE
12" O.C. MAX w/ T EMBEDMENT
8" CMU -_WALL
SHALL BE I Y2'
w/ 2° DIAMETER WASHER
2" GYPSUM WALL BOARD
F -
WCCD BASE
2x8 SYP 02 WOOD STUDS a 12' C.C. MA
SIMPSON SPI (USP 6PT22)
42' KNEEWALL
a EACH 26 STUD
�
a1)
u
7B
COURSE TIE -BEAM POURED SOLID w/
WA2 r
CONCRETE w/ (1) 45 REBAR HORIZONTALLY
a
a
ONCRETE SLAB
. a
RECAST LINTEL
°.AND
(SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL a
WINDOW (PER PLAN),
(SIZE AND REINFORCEMENT
c
REINFORCEMENT) 34' MIN,
TO 38' MAX AF.F.
o ATTACHMENT PER MFR.
PER PLAN)
XTERIOR WALL FOOTING
(SEE FOUNDATION PLAN FOR SIZE
o SPECIFICATION
FRAME ON BLOCK WALL SECTION —
HIP ROOF
AND REINFORCEMENT)
STAIR HANDRAIL
o UA
1 TWO STORY
SCALE: 3/4'=1'-0'
4A
TWO STORY SCALE: 3/4'=1'-0'
z u� PRECAST OR POURED IN
Lu
o PLACE SILL (PER BLDR
z z' TEXTURED CEMENTITIOUS
ALL INSULATION
16d NAILS a S O.C. MAX
8' TEXTURED CEMENTITIOUS COATING MIN. (PER
w o COATING MIN. (PER ASTM
(R -VALUE PER ENERGY CALCS)
2x4 BLOCKING is EACH BRACE. TOENAIL
ASTM C92(o) OVER PAPERBACK EXPANDED METAL
ONTINUOUS 2x4 w/ (4) 16d NAILS a TDP
n z 0(B26) OVER CM
i" GYPSUM WALL BOARD
INTO TRUSS w/ (4) 16d NAILS a EACH EN
LATH, OVER APPROVED 2 -LAYER WATER RESISTANT
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
o
3/4' TSG SUBFLOOR (ATTACHMENT
BARRIER, OVER WALL SHEATHING (TYPE AND
BOTTOM PLATE OF 2nd FLOOR WALL)
; >
---
4' P.T. FURRING STRIPS a 16" O.C.
METHOD PER 'NAILING SCHEDULE'
ATTACHMENT METHOD PER NAILING SCHEDULE
�4' T4G SUBFLOOR (ATTACHMENT
Q Q
� m
!
U 05 CONTINUOUS REBAR a 16" O.C. MAX, IN
XTERIOR BEARING STUDS
METHOD PER 'NAILING SCHEDULE")
o
CONCRETE POURED CELL
a
ad RING SHANK NAILS 4 O.C.
[SIZE AND SPACING PER NOTE
z [1
z z
�.
(VERIFY PER PLAN)
MAX INTO BLOCKIN
021, UNDER CATEGORY TIMBER
m a =
OOD BASE
ON GENERAL NOTES SHEET GN)]
RE -ENGINEERED FLOOR TRUSSN
W
Z
2'-0"
PRE-ENGINEERED FLOOR TRU
_
(MIN. IN 5LA5)
EMBEDDED STRAP
ONTINUOUS 2x6 w/ (6) 16d NAILS
o
REBAR 40' LONG w/ 6' HOOK
7B (or EQUIVALENT)
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
a 24' O.C. (MIN. 24" IN SLAB)
2x4 BRACE a 40' O.C. w/ (5) 12d NAILS
WA (PER PLAN) W
IS A NAILER FOR WALL SHEATHING)
is. C
°
a EACH EN
4
a
a ' GYPSUM BOARD OR 1' HIGH
�'
I�
4" CONCRETE REINFORCED w/ FIBERMESH AT
STRENGTH CEILING BOAR
.:.
Z' TEXTURED CEMENTITIOUS ::
cO �
A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL
COATING MIN. (PER ASTM
o
POLY ETHYLENE VAPOR BARRIER ON WELL
GONG. FILLED U -BLOCK w/
C926) OVER CMU ''
$' GYPSUM BOARD OR NIGH
u p 1 01
a COMPACTED CLEAN TERMITE TREATED FILL
STRENGTH CEILING BOARD
(l) #5 CONTINUOUS REBAR
NOTE:
Z 6' 6" 6°
Lu
6' --(3) #5 REBAR ON CHAIRS
STRUCTURAL SHEATHING MUST NOT
ONO. FILLED U -BLOCK w/
m o 21-0
BREAK WITHIN I'-4' MIN. FROM 2nd
PERPENDICULAR
(1) #5 CONTINUOUS REBAR
FLOOR TRUSS CONNECTION
FLOOR LINE
OPEN TO ABOVE WALL
SECTION
2 SCALE: 3/4'=1'-0'
PARALLEL TO
BLOCK TO BLOCK
TWO 6TORY
6CALE: 3/4'=1'-0'
A R C N I T E C T S
DesnGrouoi
.
1441 N. RONALD REAGAN BLVD.
LONGWOOD1 FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000001
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
�;j
CANTWELL
1012079
D.*rE: 11/21/18
I *ALE: 1/4"=1'-0"
HEET
MSTCM40 1/16'0.55. SHEATHING OR
( INSTALLED ON TOP OF 1/2' CDX PLYWOOD
WALL SHEATHING
ZA 2x4 EXTERIOR WALL
A STUDS
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
MSTCM40
(INSTALLED ON TOP OF 1116' O.S.B. SHEATHING OR
WALL SHEATHING 1/2' CDX PLYWOOD
2X6 EXTERIOR WALL
A STUDS
2X6 BOTTOM PLATE
PLAN VIEW - 2 x6 WALL
EXTERIOR STUD WALL - OUTSIDE CORNER
MSTCM40
(INSTALLED ON TOP OF
WALL SHEATHING
SCALE: V.S.
1116' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
2x4 EXTERIOR WALL
,y STUDS
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
MSTCM40
(INSTALLED ON TOP OF
WALL SHEATHING
1/16' 0.5.8. 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 W1(16) lbd
SINKER NAILS
PRE-ENGINEERED FLOOR
TRUSS
MSTCM40
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) J' TAPCONS
NOTE:
t MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS IS 1 v
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
CONNECT TOP OF STRAP
TO SOLID STUD W/(16)16d
SINKER NAILS
PRE-ENGINEERED FLOOR
TRUSS
MSTCM40
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) �' TAPCONS
NOTE:
• MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS 15 1 /'
2X EXTERIOR WALL STUDS
• TOP OF
• MASONRY WALL
Z�
z
o \ u,017F
ELEVATION VIEW
A
SCALE: N.T.S.
ELEVATION VIEW
B
SCALE: V.S.
IDS
J' T t G SUBFLOOR GLUED
NAILED AS PER NAILING SCHEI
DBL.
2x4 BOTTOM P
2x4 EXTERIOR WALL 5
1/16' 0.5.8. SHEATHING OR 1/2'
PLYWOOD
' T t G SUBFLOOR GLUED ""^
NAILED AS PER NAILING SCHEI
2X6 BOTTOM P
2X6 EXTERIOR WALL 5
1/16' O.S.B. SHEATHING OR 1/2' ��..
PLYWOOD
U
PLAN VIEW - 2x4 WALL
PRE-ENGINEERED FLOOR TRUSS
CONC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS REBAR
HTT-4 SECURED TO STUD W/ (20)104
X 1NAILS
5/8' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
DBL. STUD REQUIRED W/ 2x4 WALL
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD
U
PLAN VIEW - 2x6 WALL
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) #5
ITINUOUS RESAR
-4 SECURED TO STUD W/ (20)10d
NAILS
A.T.R. IN HIGH STRENGTH EPDXY
L 1' EMBED)
2X EXTERIOR WALL STUDS
NTT -4 SECURED TO STUD W/
(20)10d X I J' NAILS
NT? -4 SECURED 10 STUD—[I2X EXTERIOR WALL STUDS � I SECOND FIN. FLR
W/ (20)104 X I J' NAILS
o � PRE-ENGINEERED FLOOR TRUSS
SECOND FIN. FLR
5/8' A.T.f V. oo'�
PRE-ENGINEERED FLOO
TRUSS (GIRDER DRAWN) i
1/16' O.S.B. SHEATHING i i TOP OF WALL
OR 1/2' CDX PLYWOOD
' PRE-ENGINEERED FLOOR TRUSS '
(GIRDER DRAWN)
HtT-4 SECURED TO STUD
Wl (20) 104 X I �' NAILS USP KST260 (ATTACHED PER
BEARING POST/ MANUFACTURER'S SPECIFICATIONS)
BEARING SCUDS
(PER PLAN) 5/8' A.T.R.IN HIGH STRENGTH
EPDXY (MIN. 1' EMBED)
Lu
U FOUNDATION (PER PLAN)
v
EXTERIOR STUD WALL
OPTION I (NTT -4 METHOD) 3 CORNER TO POST xALE: NTS.
PRE-ENGINEERED FLOOR
TRUSS (GIRDER DRAWN)
1/16' O.SB. SHEATHING
OR 1/2' CDX PLYWOOD
EARING POST/ BEARING
STUDS (PER PLAN)
°
OPTION 02 (K61260 METHOD)
MASONRY WALL
50LID BLOCKING REQUIRED
UNDERNEATH STUD
C ELEVATION VIEW
SCALE: V.S.
EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK
SCALE: MT.&
5/8' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
CONIC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS REBAR
A R C H I T E C TS
/Design
Group inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SECOND FIN.
,.
Q
10
ul
• TOP OF
• MASONRY WALL
Z�
z
o \ u,017F
ELEVATION VIEW
A
SCALE: N.T.S.
ELEVATION VIEW
B
SCALE: V.S.
IDS
J' T t G SUBFLOOR GLUED
NAILED AS PER NAILING SCHEI
DBL.
2x4 BOTTOM P
2x4 EXTERIOR WALL 5
1/16' 0.5.8. SHEATHING OR 1/2'
PLYWOOD
' T t G SUBFLOOR GLUED ""^
NAILED AS PER NAILING SCHEI
2X6 BOTTOM P
2X6 EXTERIOR WALL 5
1/16' O.S.B. SHEATHING OR 1/2' ��..
PLYWOOD
U
PLAN VIEW - 2x4 WALL
PRE-ENGINEERED FLOOR TRUSS
CONC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS REBAR
HTT-4 SECURED TO STUD W/ (20)104
X 1NAILS
5/8' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
DBL. STUD REQUIRED W/ 2x4 WALL
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD
U
PLAN VIEW - 2x6 WALL
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) #5
ITINUOUS RESAR
-4 SECURED TO STUD W/ (20)10d
NAILS
A.T.R. IN HIGH STRENGTH EPDXY
L 1' EMBED)
2X EXTERIOR WALL STUDS
NTT -4 SECURED TO STUD W/
(20)10d X I J' NAILS
NT? -4 SECURED 10 STUD—[I2X EXTERIOR WALL STUDS � I SECOND FIN. FLR
W/ (20)104 X I J' NAILS
o � PRE-ENGINEERED FLOOR TRUSS
SECOND FIN. FLR
5/8' A.T.f V. oo'�
PRE-ENGINEERED FLOO
TRUSS (GIRDER DRAWN) i
1/16' O.S.B. SHEATHING i i TOP OF WALL
OR 1/2' CDX PLYWOOD
' PRE-ENGINEERED FLOOR TRUSS '
(GIRDER DRAWN)
HtT-4 SECURED TO STUD
Wl (20) 104 X I �' NAILS USP KST260 (ATTACHED PER
BEARING POST/ MANUFACTURER'S SPECIFICATIONS)
BEARING SCUDS
(PER PLAN) 5/8' A.T.R.IN HIGH STRENGTH
EPDXY (MIN. 1' EMBED)
Lu
U FOUNDATION (PER PLAN)
v
EXTERIOR STUD WALL
OPTION I (NTT -4 METHOD) 3 CORNER TO POST xALE: NTS.
PRE-ENGINEERED FLOOR
TRUSS (GIRDER DRAWN)
1/16' O.SB. SHEATHING
OR 1/2' CDX PLYWOOD
EARING POST/ BEARING
STUDS (PER PLAN)
°
OPTION 02 (K61260 METHOD)
MASONRY WALL
50LID BLOCKING REQUIRED
UNDERNEATH STUD
C ELEVATION VIEW
SCALE: V.S.
EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK
SCALE: MT.&
5/8' A.T.R. IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
CONIC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS REBAR
A R C H I T E C TS
/Design
Group inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
9U133DIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT:
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
RCHTECT-
STATE
AE OF FLORIDA
DAT :\11/21/18
sC :1/4
s ET
�I'I'lll'II
\000000000
9U133DIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT:
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
RCHTECT-
STATE
AE OF FLORIDA
DAT :\11/21/18
sC :1/4
s ET
p
NOTE:
ECURE EACH KING STUD TO TOP PLATE w/
STRUCTURAL SHEATHING MUST NOT
SIMPSON SP4 or USP SPT4
BREAK WITHIN 1'-4' MIN. FROM 2nd
(FOR 2x6 WALL USE SIMPSON SPb or USP SPT(o)
FLOOR LINE
EXTERIOR BEARING STUDS
-ENGINEERED TRUSSES w/ TRUSS
PRE-ENGINEERED ROOF TRUSS
[ SIZE AND SPACING PER NOTE '21,
CONNECTOR (VERIFY w/ TRUSS PLAN)
UNDER CATEGORY TIMBER ON
GENERAL NOTES SHEET GN)]
OUBLE TOP PLATE
CONTINUOUS 2x4 w/ (4) Ibd NAILS 9 TOP
RIPPLE STUDS 16' O.C. MAX
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
BOTTOM PLATE OF 2nd FLOOR WALL)ING
STUDS
SIMPSON MT512 or USP MTW12
(SEE 'MINIMUM WALL AND HEADER STUD
2x DOUBLE TOP PLAT
TO LEDGER 6 24' O.C.
REQUIREMENTS' CHART ON FRAMING PLAN
PRE-ENGINEERED ROOF TRUSSES
�I'I"I"II
RE -ENGINEERED FLOOR TRUSS
HEADER FOR DETAILS AND SPECIFICATIONS)
or
(SIZE PER PLAN) ECURE JACK STUDS TO HEADER
CONVENTIONALLY -FRAMED
DOUBLE 2x6 LEDGER
w/ SIMPSON or USP LSTA12
RAFTER
SECURED TO TRUSS w/ %8 x 5'
(EACH SIDE OF OPENING)
LAG SCREWS 0 24' O.C. MAX
4•
BEDDED STRAP
JACK STUDS
CONTINUOUS 2x6 w/ (6) Ibd NAILS a
(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
'CT
(SIZE AND REINFORCEMENT
FOR DETAILS AND SPECIFICATIONS)
DOOR /WINDOW
I
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'=I'-0'
GENERAL NOTES SHEET GN)]
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 WITHIN 1'-4' MIN. FROM 2nd
STUDS, SECURED BETWEEN
FLOOR LINE
ECURE BOTTOM PLATE TO SLAB w/
TRUSS BAYS w/ (3)12d NAILS a
EXTERIOR BEARING STUDS
x 9 ANCHOR BOLT w/ 2 WASHER
EACH EN
PRE-ENGINEERED ROOF TRUSS
[ SIZE AND SPACING PER NOTE 021,
SET IN SIMPSON HIGH STRENGTH
2x STUDS SPACING PER PL
UNDER CATEGORY TIMBER ON
EPDXY (OR EQUIVALENT) 6'
GENERAL NOTES SHEET GN)]
EMBEDMENT MIN. 6 32' O.C. MAX
MT512 a EVERY STU
2x BOTTOM PLAT
EXTERIOR WINDOW DOOR OPENING IN FRAME WALL
DORMER ATTACHMENT
OF ST DDS PERCING PLAN
51MPWN MT512 or USP MTW12
4 SCALE: 3/4'=I'-0'
6 Two STORY SCALE: 3/4'=I'-0'
TO LEDGER is 24' O.C.
-ENGINEERED FLOOR TRUSS
DOUBLE 2x6 LEDGER
ECURE EACH KING STUD TO TOP PLATE w/
SIMPSON SPS or USP SPTS
SECURED TO TRUSS w/ /8 x 5'
SIMPSON SP4 or USP SPT4
g TOP 4 BOTTOM
LAG SCREWS -0 32' O.C. MAX
a;
BEDDED STRAP
(FOR 2x6 WALL USE SIMPSON SP6 or USP 5PT(o)
(PER PLAN)
-ENGINEERED TRUSSES w/ TRUSS
H
-ENGINEERED TRUSSES w/ TRUSS
CAST LINTELrH
-PRE(SIZE
CONNECTOR (VERIFY w/ TRUSS PLAN)
CONNECTOR (VERIFY w/ TRUSS PLAN)
AND REINFORCEMENT
TOP PLATE
° HEADER
OUBLE TOP PLATE
PER PLAN)
RIPPLE STUDS 9 16' O.C. MAX
(SIZE PER PLAN)
-KING STUDS
SIMPSON or USP MSTA24
LEDGER CONNECTION AT
FLOOR
TRUSS
(SEE 'MINIMUM WALL AND HEADER STUD
g EACH JACK STUD
2 PARALLEL
SCALE: 3/4'=I'-0'
HEADER
(SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN
° °
2x8 SYP 02 WOOD STUDS 12' O.C. MAX.
FOR DETAILS AND SPECIFICATIONS)
WALL SHEATHING TO BE WITHIN Y' OF
CURE JACK STUDS TO HEADER
WINDOW/DOOR OPENING. WALL SHEATHING
w/ SIMPSON or USP LSTA12
MAX.
(TYPE AND ATTAC14MENT METHOD PER
NOTE:
1/16' 0.5B. SHEATHING OR 1/2' CDX
(EACH SIDE OF OPENING)
OPENING 48'
NAILING SCHEDULE')
SHEATHING MUST NOT BREAK AT
PLYWOOD CONTINUOUS t0 BLOCK
CONT. 2x4 W/ (4)16D NAILS is TOP OF
JACK STUDS
(SEE 'MINIMUM WALL AND HEADER STUD
2) JACK STUDS 4 (2) KING STUDS 6 EACH
JOINT OF WALL AND INTERSECTING
ROOF DECKING.
FLOOR TRUSS
DOOR / WINDOW REQUIREMENTS CHART ON FRAMING PLAN
SIDE OF OPENING
PE
(TOP 2x4 SUPPORTS BOTTOM PLATE
OPENING FOR DETAILS AND SPECIFICATIONS)
JACK STUD ASSEMBLY TO BE SECURED
ONE PLY AT A TIME. USE 12d NAILS, (2)
OF 2ND FLOOR)
—EXTERIOR BEARING SCUDS
2X EXTERIOR STUDS
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD OVER PRE-ENGINEERED
[SIZE AND SPACING PER NOTE 021,
UNDER CATEGORY TIMBER ON
WITHIN 6' FROM EACH END t NO MORE
THAN 12' O.C. STAGGERED
ROOF TRUSSES
GENERAL NOTES SHEET GN)]
NOTE: ROOF
JACK STUD ASSEMBLY TO BE
CONDITIONS MAY
0 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. 1R.—SECURE
�o �oWINDOW
SILL w/ CRIPPLE STUDS e 16' O.C.
EACH JACK 4 KING STUD
Q Q o
TO BOTTOM PLATE w/ SIMPSON SP4
' DIAMETER ANCHOR BOLT a 12' O.C.
or USP SPT4
MAX w/ 1' EMBEDMENT w/ 2' DIAMETER
TOP OF WALL
Q HEATHII TO LAP TO TOP OF
; o
WASHER
IMPSON or USP MSTAM24 6 EACH JACK
MASONRY WALL.
SHEATHING MUST NOT BREAK 1'-4' MIN.
SECURED w/ (3)Y4' x 1 %4 TAPCONS TO
�� •
2ND FLOOR LINE
' '
CMU w/ MIN. 2' COVER 4 2' APART
PRE-ENGINEEREDFROM
CONT. 2x6 w/ lb) lbd NAILS �
..
2x8 BOTTOM PLATE
FLOOR TRUSSES
BOTTOM OF FLOOR TRUSS
(BOTTOM 2X6 IS 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 PARALLEL SCALE: 3/4'=I'-0'
5 Two STORY SCALE: 3/4'=I'-0'
7 Two STORY
SCALE: 3/4'•I'-0'
A R C H I T E C TS
Desig�G
roup�.
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 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT-
STATE OF FLORIDA
DAT JL1/21/18
SC :1/4$$=1'-0"
SHEET _
�I'I"I"II
�00000000�
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT-
STATE OF FLORIDA
DAT JL1/21/18
SC :1/4$$=1'-0"
SHEET _
Ryan Homes -Openings
Vendor. 84 Lumber
Vendor dumber: W619
Windows - Sliding Glass Doors - DOUBLE PANE LOW E
FL# Part 8 Unit size D*wADftn Masonry Opening Frame Opening
FL# Part # Unit Size Description Masonry Openina Frame Owmipg
Sliding Glass
Doors
Vinyl FL# Windows
14634
L0432426
EA
12/0 X 8/0
DOOR SGD POCKET ALUM (WHITE) W/SCRN
1431/2" X 951/2" -TO 1901
2"
16100
L0369270
EA 1
26 TW 1/2 EYEBROW
WDW VINYL SH WHT W/GR & SCRN
741/2" X 95"
14634
L0434206
EA
12/0 X 8/0 OXXO
DOOR SGD ALUM (WHITE) W/SCRN
147" X 961/2"
16100
L0367192
EA
26 TW W/ARCH
WDW VINYL SH W/GR & SCRN
741/2" X 76"
14634
L0429616
EA
16/0 X 8/0
DOOR SGD ALUM (WHITE) W/SCRN
191" X 961/2" - TO 286"
16100
L0297193
EA
26 TWIN
WDW VINYL SH CLEAR NO GR W/SCRN
741/2" X 72'
14634
10354136
EA
5/0 X 6/8
DOOR SGD ALUM W/SCRN
621/4" X 811/2"
16104
L0426486
EA
2626 FX
WDW VINYL W/GR
30" X 30"
14634
L0298912
EA
5/0 X 8/0
DOOR SGD ALUM (WHITE) W/SCRN
621/4" X 961/2"
16103
10367491
EA
2640
WDW VINYL SH CLEAR NO GR W/SCRN
30" X 48"
14634
14634
14634
14634
L0295466
EA
6/0 X 6/8
DOOR SGD ALUM (WHITE) W/SCRN _
DOOR SGD ALUM (WHITE) W/SCRN
741/4" X 811/2"
741/4" X 961/2"
981/4" X 811/2"
981/4' X 961/2'
16104
L0366994
EA
2650 FX
WDW VINYL SH CLEAR NO GR NO SCRN
30" X 60"
L0295467
EA
6/0 X 8/0
15317
L0354138
EA
2850
WDW VINYL CSMT W/GR & SCRN
_
32" X 60"
L0303298
EA
8/0 X 6/8
DOOR SGD ALUM (WHITE) W/SCRN
16103
L1040440
EA
2860
WDW VINYL SH WHT W/GR & SCRN
32" X 72"
L0310660
EA
8/0 X 8/0
DOOR SGD ALUM (WHITE) W/SCRN
16104
L0296557
EA
3/0X3/0 FX TMP
WDW VINYL SH CLEAR NO GR
36" X 36"
14634
14634
L0329528
EA
9/0 X 6/8
DOOR SGD ALUM (WHITE) W/SCRN
_
1081/2" X 811/2"
16104
L0429520
EA
3024 FX TEMP
WDW VINYL FX CLEAR NO SCRN
36" X 28' T
L0298914
EA
9/0 X 8/0
DOOR SGD ALUM W/SCRN
1081/2" X 961/2"
16103
L1040450
EA
3030
WDW VINYL SH WHT W/GR & SCRN
36" X 36"
16104
10317308
EA
3030 FX
WDW VINYL SH WHT W/GR & SCRN
36" X 36"
Vinyl FL# Windows
16103
L0298924
EA
3030 FX ARCH TOP
WDW VINYL FX CLEAR NO GR
36" X 40"
16104
16103
16103
16104
16104
16103
16103
16103
L0460340
EA
1/4X1/4 FX TMP
WDW VINYL SH CLEAR NO GR
16103
L0365362
EA
3030 W/1/2RD
WDW VINYL SH WHT W/GR & SCRN
36" X 59"
L0432421
EA
13
WDW VINYL SH CLEAR NO GR W/SCRN
201/8" X 38 3/8"
16104
L0352195
EA
3040
WDW VINYL OVAL WHT W/GR
38" X 52"
L0439893
EA
14
WDW VINYL SH W/GR & SCRN
201/8" X 50 5/8'
16103
L0369494
EA
3040
WDW VINYL SH CLEAR NO GR W/SCRN
36" X 48"
L0432424
EA
1433 FX NO FLANGE
WDW VINYL FX WHT W/GR & SCRN
16" X 39"
16104
L0354140
EA
3040 FX
WDW VINYL W/GR
36" X 48"
L0432423
EA
1433 FX W/FLANGE
WDW VINYL FX WHT W/GR & SCRN
17" X 39"
16100
L0434443
EA
3040 TRIP
WDW VINYL SH CLEAR NO GR W/SCRN
109" X 48"
L0369271
EA
151/2 ARCH TOP
WDW VINYL SH WHT W/GR & SCRN
201/8' X 67"
16100
L0423133
EA
3040 TW 1/2 EYEBROW
WDW VINYL SH W/GR & SCRN
721/2" X 52-
L0369273
EA
161/2 ARCH TOP
WDW VINYL SH WHT W/GR & SCRN
201/8" X 76"
16100
10434428
EA
3040 TWIN
( WDW VINYL SH CLEAR NO GR W/SCRN
72 1/2" X 48"
L0429521
EA
1620 FX
WDW VINYL SH W/GR NO SCRN
18" X 24"
16103
L0423134
EA
3040 W/1/2 RND
WDW VINYL SH W/GR & SCRN
36" X 70
16103
L0430156
EA
1624
WDW VINYL SH W/GR NO SCRN
18" X 28"
16103
L0298921
EA
3050
WDW VINYL SH CLEAR NO GR W/SCRN
36" X 60"
16104
L0434427
EA
1634 FX
WDW VINYL FX WHT W/GR
18" X 40"
16103
L0317307
EA
3050 ARCH TOP
WDW VINYL SH W/GR & SCRN
36" X 64"
16104
L0439004
EA
1836 FX ARCH TOP
WDW VINYL FX W/GR & SCRN_
_
20" X 46"
16104
L0367489
EA
3050 FX
WDW VINYL NO GR
36" X 60"
16103
L0303300
EA
1H2 FX TP
WDW VINYL SH W/GR
271/2" X 26"
16100
L0366804
EA
3050 TPL
WDW VINYL SH CLEAR NO GR W/SCRN
109" X 60"
16103
L0412312
EA
1H3
WDW VINYL SH NO GR W/SCRN
271/2" X 38 3/8"
16100
L0298922
EA
3050 TWIN
WDW VINYL SH CLEAR NO GR W/SCRN
721/2" X 60"
16103
16103
L0317304
EA
11,14
WDW VINYL SH CLEAR NO GR W/SCRN
271/2" X 50 5/8"
271/2" X 68 5/8"
16100
L0354148
EA
3050-4050FX-3050
WDW VINYL W/GR & SCRN
121" X 60"
L0419869
EA
1H4 W/1/2RD
WDW VINYL SH W/GR & SCRN
16103
L0419409
EA
3056 ARCH TOP
WDW VINYL SH W/GR & SCRN
36" X 70"
16103
L0319054
EA
1H5
WDW VINYL SH W/GR & SCRN
271/2" X 63"
16103
L0477376
EA
34
WDW VINYL SH CLAR NO GR W/SCRN
541/8" X 50 5/8"
16103
L0419870
EA
1H5 W/1/2RD
WDW VINYL SH W/GR & SCRN
271/2" X 81"
16103
L0367188
EA
35
WDW VINYL SH NO GR W/SCRN
541/8" X 63"
16103
10432419
EA
1H6
WDW VINYL SH CLEAR NO GR W/SCRN
271/2" X 72"
16103
L0329525
EA
35 ARCH TOP
WDW VINYL SH W/GR & SCRN
541/8" X 67" _
16103
L0317306
EA
1H6 ARCH TOP
WDW VINYL SH W/GR & SCRN
271/2" X 76"
16103
L0364384
EA
36
WDW VINYL SH W/GR & SCRN
541/8" X 72'
16103
L0298906
EA
1H6 TMP W/1/2RD
WDW VINYL SH W/GR & SCRN
271/2" X 90"
16103
L0327816
EA
36 ARCH TOP
WDW VINYL SH W/GR & SCRN
541/8" X 76"
16104
L0434441
EA
2020 FX
( WDW VINYL FX CLEAR NO SCRN
24" X 24"
16104
L0367490
EA
4020 FX TMP
WDW VINYL FX CLEAR NO GR
48" X 24"
16104
L0298926
EA
2020 FX ARCH TOP
WDW VINYL FX WHT W/GR
24" X 28"
16103
10430847
EA
4030 FX TMP
WDW VINYL SH CLEAR NO GR
48" X 36"
16104
L0369491
EA
2026 FX
WDW VINYL FX WHT W/GR
24" X 30"
15865
L0434426
EA
4036
WDW VINYL SLIDER WHT W/GR & SCRN
48" X 42"
16103
L0327818
EA
2030
WDW VINYL SH CLEAR NO GR W/SCRN
24" X 36"
15865
L0354129
EA
4040
WDW VINYL SLIDER NO GR W/SCRN
48" X 48"
16104
L0352196
EA
2030 FX
WDW VINYL FX WHT W/GR
24" X 36"
16104
L0354141
EA
4040 FX
WDW VINYL NO GR
48" X 48"
16103
16104
16103
16103
16104
16103
16103
16103
16103
16103
16103
L0298928
EA
2030 W/1/2 RD
WDW VINYL SH WHT W/GR & SCRN
24" X 52"
16103
L0368324
EA
4050
WDW VINYL SH WHT W/GR & SCRN
48" X 60"
L0434444
EA
2036 TMP FX
WDW VINYL FX WHT W/GR
24" X 42"
16100
L0427856
EA
4050 TWIN
WDW VINYL SH W/GR & SCRN
961/2" X 60"
L0317309
EA
2040
WDW VINYL SH CLEAR NO GR W/SCRN
24" X 48"
16103
L0460341
EA
5/0X5/0 FX TMP
WDW VINYL SH CLEAR NO GR
60" X 60"
L0366113
EA
2040 ARCH TOP
WDW VINYL SH W/GR & SCRN
24" X 52"
15865
L0298925
EA
5044
WDW VINYL SLIDER WHT NO GR W/SCR
60" X 52"
L0362731
EA
2040 FX TEMP
WDW VINYL FX CLEAR NO SCRN
24" X 48"
16104
L0435947
EA
5052 FX TMP
WDW VINYL FX CLEAR NO GR
60" X 62"
L0363422
EA
2040 W/1/2RD
WDW VINYL SH WHT W/GR & SCRN
24" X 64"
16104
10295462
EA
S4X12X24 ARCH
WDW VINYL W/GR
54" X 28"
L0417692
EA
2050
WDW VINYL SH CLEAR NO GR W/SCRN
24" X 60"
16104
L0295461
EA
54X27
WDW VINYL 1/2 RD W/GR
54" X 31"
L0298929
EA
2060 TMP ARCH
WDW VINYL SH WHT W/GR & SCRN
24" X 76"
16104
L0298910
EA
58X28X561/2 RD
WDW VINYL W/GR
58" X 61"
L0298930
EA
2060 TMP W/1/2 RND
WDW VINYL SH WHT W/GR & SCRN
24" X 98"
16104
L0298911
EA
58X40X30 ARCH
WDW VINYL W/GR
58" X 44"
L0351034
EA
23
WDW VINYL SH CLEAR NO GR W/SCRN
38" X 38 3/8"
16103
10314657
EA
IH3
WDW VINYL SH NO GR W/SCRN
271/2" X 38 3/8"
L0319052
EA
24
WDW VINYL SH CLEAR NO GR W/SCRN
38" X 50 5/8"
16103
L0369187
EA
24 W/1/2RD
WDW VINYL SH W/GR & SCRN
38" X 74"
Transoms
16103
L0432425
EA
24-5 W/FLANGE
( WDW VINYL SH W/GR & SCRN
38" X 561/4"
16104
L0429519
EA
2014
TRANSOM VINYL WHT NO GR
25" X 17"
24" X 16"
16103
L0298907
EA
2430
WDW VINYL SH W/GR & SCRN
(
( 28" X 36"
16104
L0354132
EA
3014
TRANSOM VINYL W/GR
37" X 17"
36" X 16"
16103
L0367498
EA
2436 FX
WDW VINYL SH WHT W/GR & SCRN
28" X 42"
16104
L0354133
EA
3044
TRANSOM VINYL W/GR
37" X 53"
36" X 52"
16100
L0430846
EA
2450 TWIN
WDW VINYL SH CLEAR NO GR W/SCRN
28" X 60"
16104
L0324888
EA
3214 TMP
TRANSOM VINYL WHT NO GR
39" X 17"
38" X 16'
16103
10298908
EA
2460 TMP
WDW VINYL SH W/GR & SCRN
28" X 72"
16104
L0328436
EA
3616 ARCH
TRANSOM VINYL WHT W/GR
_
43" X 23"
42" X 23"
16103
L0295456
EA
25
WDW VINYL SH CLEAR NO GR W/SCRN
38" X 63"
16104
L0354134
EA
3624 ARCH
TRANSOM VINYL W/GR
43" X 33"
42" X 33"
16103
10300838
EA
25 ARCH TOP
WDW VINYL SH W/GR & SCRN
38" X 67"
16104
L0329526
EA
4013
TRANSOM VINYL WHT NO GR
49" X 16"
48" X 15"
16103
L0295460
EA
25 TMP W/1/2 RD
WDW VINYL SH W/GR & SCRN
38" X 86'
16104
L0300837
EA
4613
TRANSOM VINYL WHT W/GR
55" X 16"
54" X 15"
16100
L0320640
EA
25 TW 1/2 EYEBROW
WDW VINYL SH WHT W/GR & SCRN
741/2" X 75"
16104
L0295463
EA
4620
TRANSOM VINYL WHT W/GR
55"X 25"
54" X 24"
16100
L0300839
EA
25 TW W/ARCH
WDW VINYL SH W/GR & SCRN741/2"
X 67"
16104
L0354135
EA
4626 ARCH
TRANSOM VINYL W/GR
55"X 34"
54" X34"
16100
L0295457
EA
25 TWIN
WDW VINYL SH CLEAR NO GR W/SCRN _
741/2" X 63"
_
16104
L0354131
EA
5016
TRANSOM VINYL W/GR
61" X 19"
60" X 18"
16103
L0317305
EA
25 W/1/2 RD
WDW VINYL SH W/GR & SCRN
38" X 86"
16103
L0369490
EA
26
WDW VINYL SH CLEAR NO GR W/SCRN
38" X 72"
Doors
EA 2/86/8 Door 35 5/8" X 831/16" 341/8" X 82 5/16-
16103
L0295459
EA
26 ARCH TOP
WDW VINYL SH W/GR & SCRN
38" X 76"
16103
L0361749
EA
26 TMP W/1/2 RND
WDW VINYL SH W/GR & SCRN
38" X 95"
EA
3/06/8
Door
39 5/8" X 831/16"
381/8" X 82 5/16"
16100
L0434442
EA
26 TRIP
WDW VINYL SH CLEAR NO GR W/SCRN
111" X 72"
EA
2/88/0
Door
35 5/8" X 991/16"
341/8" X 98 5/16"
EA
3/08/0
Door
39 5/8" X 991/16"
381/8" X 98 5/16"
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX -407-774.4078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000000
SUHDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
82065.015/00001
PAGE:
WINDOW
SCHEDULE
ARCHITECT -
STATE OF FLORIDA
D E1.11/21/18
ALE: 1/4"=V-0"
SHEET
D 7
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO 5E WIRE TIED
TO LATH 6 9' O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
5TAPLE5 W/ %s' LEG MAY 5E USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO 5E REMOVED AFTER
INSTALLATION
FASTENERS TO 5E SPACED
6 T O.G. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4
NOTE:
I. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE UJ/ A67M 01063
2. WIRE TIES TO 5E (NO. 18) 0.0415' WIRE
3. BLOCKING SHOWN MAY BE IN App1710N 70 I
WALL STUDS REQUIRED PER FLAN
GUT TWO PIECES OF FORM FLASH 1
APPROX. 6' LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
'OR LE55 PIPE PENETRATION
STARTING WITH THE 80770M
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH I IN HALE
(LENGTH U115E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PR07EG70 FORM FLASH
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH I rt0 THE 807?OM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER F5C 8103.1.1
To il
TO S' GAF MIN 16' TO S'
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF A5TM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH ASTM G 1063-12A
STEP 1
INSTALL FA5TENER5
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
(-,---)PIPE PENETRATION DETAIL
8' TRICK, 3 COAT CEMENT
PLASTER
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
61' (VERT.) O.C. MAX AT 5UPPORT5
WRS LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6' TO 6' FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
1 TYPE "M" CONTROL JOINT
SCALE: N.T,S.
NOTE: APPLY SEALANT AT 'M' CONTROL
JOINT END TO END CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH I TO THE SHEATHING, MAKING SURE THE
FORM FLASH 115 71CxH7 TO THE PIPE AND TO THE
SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
TAKE SECOND PIECE OF FORM
FLASH I AND APPLY IT 70 THE
TOP HALF OF THE PIPE IN THE
STEP 2 SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRESSED DOWN TICsN7 t0 THE
PIPE AND SHEATHING.
TAPE WR5 LAYER #1,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WR5 LAYER #2, FORTIP15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH 1
CONFORMABLE AIR/VAPOR
5ARRIER TAPE DIRECTLY
TO SHEATHING
SECTION
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE:
SIDE LAPS OF METAL PLASTER 5A5E5
SHALL 5E SECURED TO FRAMING
MEMBERS. THEY SHALL 5E TIED BETWEEN
SUPPORTS WITH 0.0415 -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 5E PATCHED PEEL 4 STICK
WOOD STU
5HEATHI
WRB #1 TAPED T
SHEATHING w/ Wi
#2 OVER TOP. Wf
#2 TO 5E LAPPS_
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: N.T.S.
WOOD SHEATHING
WATER RE515TIVE 5ARRIER
LAP SIDING (PER 5UILDER)
MINIMUM LAP (PER MANUR 5PEC5)
WEEP 5CREED
STARTER STRIP (PER MANUF. SPECS)
MINIMUM CLEARANCE
(PER MANUR SPECS)
5'X1' CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
-ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
4 "L" FLASHING
SCALE: KTA
NOTE:
APPROVED BUILDING WRAP SHALL 5E LAPPED A
MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4
6' -9 HORIZONTAL LAPS.
METAL LATH
TAPE WR5 LAYER
01, STUCCOWRAP
(OR APPROVED
EQUAL) D IRECTLY
TO SHEATHING
1' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETA_I_L
STUCCO
8' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WR5 LAYER 1,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
LEGEND
DRAINAGE PLANE
(WR5 LAYER 1,
5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER #2
(FORTIF15ER
BUILDING PAPER OR
APPROVED EQUAL)
METAL LATH X X X X
STUCCO
5ELF-ADHE6IVE
FLASHING
NOTE-
METAL
OTE-METAL LATH: LATH TO 5E PER
FBG 8103.1.1 / A5TM C-841-09,
MIN. 2.5 L55. PER 5Q. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WRB: WATER RESISTIVE BARRIER
A R C H IT E C TS
1441 N. KUNALU KLAUAN 13LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
cd
m
E
0
r
c
SVBD- 8e LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
-)
D E: 11 /21 /18
s ALE:1/4 1, -0)t
SHEET
1Y V A
\000000000
cd
m
E
0
r
c
SVBD- 8e LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
-)
D E: 11 /21 /18
s ALE:1/4 1, -0)t
SHEET
1Y V A
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
r
TEXTURED CEMENTITIOU5
COATING
WR5 LAYER 1, 5TUCCOWRAP COR APPROVED
EQUAL)
WR5 LAYER *2, FORTIF15ER 5UILDING
r WOOD SHEATHING
8" THICK, 3 COAT
PAPER (OR APPROVED EQUAL)
VENT GAP IS TO BE SET IN CONTINUOUS
BED OF
CEMENT PLASTER
U1R5 LAYER 11 STUCCOWRAP (OR APPROVED
�
! SEALANT.
PREMANUF. DRYER VENT CAP
EQUAL) TAPED DIRECTLY TO SHEATHING
ONE-PRICE HOODED VENT ATTACHED
PER MANUR
(SET IN CONT. SEALANT)
LAP LAYERS OF 5UILDING WRAP OVER
SPECIFICATIONS
STEP FLASHING
NAILING FLANGE, STOP WR5 APPROX.
X:: APPLY SEALANT AT PERIMETER OF
OVERLAPS KICKOUT_.
1 Y2' ABOYE SHINGLES
`_X NON FRAME AND STUCCO ON ALL
SEALANT ALL SIDES
DIVERTER 1' MIN.
SELF-ADHERING FLASHING
5IDE5,1/4' SEALANT 6 JOINT5 ALL AROUND
THICK, 3 COAT CEMENT PLASTER
5TEP FLASHING6
METAL LATH
j� DRYER VENT�BI�11K�
L SCALE: K78.
DRYFLEKT KICKOUT DIVERTER
WR5 LAYER *2, FORTIF15ER 5UILDING
::..
Quo
PAPER (OR APPROVED EQUAL)
5UILDING PAPER
FELT UNDERLAYMENT
r
�
�
6A L�M�R VENT FRAME)
OVER "QUICK FL�4SI-I"
�
a,o
PIPE THROUGH WALL
PER F50 R103.1.1
SHINGLE ROOFING
EXTERIOR LATHING AND PLASTERING
DRIP EDGE: OVERLAP 31
FASCIA WRAPEXTERIOR
USE OF PORTLAND CEMENT PLASTER SHALL
,
EXTEND 1/2' BELOW
LDIN
SUI'QUIC PAPER
COMPLY WITH THE APPLICATION REQUIREMENTS OF
SHEATHING, MECHANICALLY
UNDER "QUICK FLASH'
,45TH C 926-12A.
FASTEN 4" O.C. MAX./,'
�,VENT PENETRATION
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH A5TM C 1063-12A
WOOD SHEATHING WR5 LAYER 12, FORTIF15ER
LEGEND
WOOD WR5 LAYER 1,
5UILDING PAPER (OR
DRAINAGE PLANE
NOTE:
CONSTRUCTION t. 5TUCCOWRAP (OR
_ APPROVED EQUAL)
(WR5 LAYER 1, 5TUCCOWRAP
INSTALL KICKOUT FLASHING
KICKOUT DETAIL
5 SCALe KTa.
WOOD- APPROVED EQUAL)
SHEATHING UJRS LAYER *1,
METAL LATH
WOOD
OR APPROVED EQUAL
AT 50TTOM OF ROOF 4 WALL
4 �/S' TEXTURED FIN15H 6 WOOD
UJRS LAYER 02
INTERSECTIONS
FORTIF15ER CONSTRUCTION
k 5UILDING PAPER (OR
FASTEN TO WOOL) STRUCTURAL
S' CMU MEMBER 1" O.C. MAX
(FORTIF15ER 5UILDING PAPER
OR APPROVED EQUAL)
AREA TO
RECEIVE 1 COAT OF 5HER-CRETE
APPROVED EQUAL)
�,
=� "
/8 TO /S MID-WALL
METAL LATH X X X x
FLEXIBLE
CONCRETE UJATERPROOFER or 1
$THICK, 3 COAT CEMENT
WOOD FRAMED PLASTER
��� WEEP SCREED
6" WIDE STRIP SELF
STUCCO � a as
SCRATCH
COAT PRIOR TO ELEC. METER
FALL %8' TO 1/8' MID-WALL
ADHERING FLASHING, CLEAN
WOOD SHEATHING
INSTALLATION
WEEP SCREED
MA50NRY 5EFORE APPLYING
5ELF-ADHE5IVE FLASHING
1
(PER 3/WA1)
6' SELF-ADHERING FLASHING
TEXTURED FIN15H is MASONRY
HORIZONTAL WEEP SCREED
HORIZONTAL WEEP SCREED
NOTE:
(FRAME TO FRAME
FRAME TO BLOCK
METAL LATH: LATH TO SE PER FSC R103.7.1 /ASTM
C. METER FIELD VERIFY
ELE EER
'7A SCALE= N.T.S.NTS'7B SCALE: N.T.S.
C-841-09, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR
LOCATION
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
NOTE: PROTECTED FLASH TAPE 5EHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS
ELEC. METER FIELD VERIFY LOCATION
NT ON TO 5 f 5 ONLY
A A P
5 DE L0
EL
CUT ENOUGH PROTECTO FORM
FLASH 1PIECES TO CO X4
L VERB
NOT :ATTACH
E PER
•
I
AST EACH SIDE. TIN AT TH
G
P E DE R E
NUF. I FICATIONS
MA SPECIFICATIONS
PE
TTM THE ox
0 0 of Mo
5 E 5 REMOVE
A5 LINER AN APPLY
L E L ER
REE D PPL
M "
MA AN X T T
CU H O H
KE UG
R
PUSH THE PROTECTO F
P EPR o Co 0
E RM
T I
T FI WITH I
CAVITY 0 G
FILLED D
C R
SE
PR E RM L A
PROTECTO FO FLASH 5H 1 IN
THE PROTECTO FO FLASH 1
E PR E RM L
0 OPENING
FLASH 1 INTO THE f G
L P
E E
-
150CYA NAT O Y N
POLYMERIC P LE D
E L B
5 f N FASHION TO COMPLETELY Y
SINGLE PLE EL
IN THE CENTER THE H OX
E E ER ES
AN ADHERE T H
D D TO
ERE E
I )
AM( AT5 TUB O SMI A
FO G RE R SIMILAR)
CO THE OX.
VER ES
O OUTLET T O NIN
R LE OPENING
INTERIOR OF THE OX
ER R E B
TO NO C OS
EXTENDING L ER
WOOD SHEATHING
THAN 1' TO CORNER.
STEP 1
STEP 2
STEP 3
WR5 LAYER �1, 5TUCCOWRAP
APPLY SEALANT AT TOP
(OR APPROVED EQUAL)
ELA5TOMERIC COATING
SIDES OF ELEC. METER 5OX
PROTECTO FORM FLASH
(0 A )
R APPROVED EQUAL
AFTER STUCCO INSTALLATION
SELF ADHERING FLASHING
APPLY E -Z 5EAD • ° o ° o ° o °
# OVER STUCCO/ C.V. FIN15H
FLA5H OPENING WITH PROTECTO FORM FLASH 1
SELF ADHERING FLASHING PER FLASHING
APPLY 60 MIN GRADED FELT
OVER 5ELF-ADHERING FLASHING
° °
• ° 0.
.
(OR APPROVED EQUAL) °; 0.
OVER 60 MIN GRADE "D" o� oo
(SEE TYPICAL WALL
SECTION)
ELECTRICAL CONDUIT
METHOD AS DE5CRI5ED IN DETAIL 3 OF WA1
OVER APROVED HOU5EWRAP
FELT-PROVIDE SEALANT ° o o °
°
METAL LATH
PENETRATION 'PIPE PENETRATION DETAIL"
8)�ALE�-
�2,
AT ALL JOINTS AND .0.0.0
INTERSECTIONS
EXTERIOR
APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE
WR5 LAYER FORTIF15ER
WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN
BUILDING PAPER (ORSTEP 4
STEP 5
ELECTRICAL RECEPTACLE
�T�
9 SCALA= N.T.S. STEP 6
OR METER CAN COM50 OR METER CAN AND D15CONNECT
APPROVED EQUAL)
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000000
svBDM & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
D : 11/21/18
s :1/4„_1,_0„
WA2
WOOD SHEATHING
WOOD CONSTRUCTION
%4' HAT CHANNEL W/
TYPE 'X' DRYWALL
WOOD SHEATHING
WRB LAYER 1, -
5TUCCOWRAP (OR
APPROVED EQUAL)
$' THICK, 3 COAT —
CEMENT PLASTER
UIRB LAYER *I,
5TUCCOWRAP
(OR APPROVED EQUAL)
AMICO AM66-IUFlUC-78(D
CUSTOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL CHAP
WR5 LAYER 1, STUCCOWRAP
(OR APPROVED EQUAL)
WR5 LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
8' THICK, 3 COAT CEMENT
PLASTER
AM66 - WFWC -180 CUSTOM CASING
BEAD (OR APPROVED EQUAL)
WR5 LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
7"
WR5 LAYER #2, FORTIF15ER BUILDING
�� PAPER (OR APPROVED EQUAL)
6' 5ELF-ADHEREING FLASHING
x
WRAPPED -9 CORNER OF CANTILEVER
me
k AMIGO AM66-WFWC-180 CUSTOM
CASING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL @ CANT.
10A �: KT,b.
FIN15H LAYER (2 LAYER
PEEL 4 STICK)
6' PEEL 4 STICK -s DRIP
EDGE TO DECK
1 Y2'X1 %4' P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
WATER PROOFING 1st LAYER (2 LAYER
PEEL 4 STICK) WRAPPED FROM
BALCONY DECK TO CANTILEVER
6" PEEL 4 STICK s DRIP EDGE TO DECK
SUB FLOOR
FULL SHEETS OF PEEL 4 STICK
1 /v2'X1 %4' P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
/v4' GAP FOR BACKER
ROD 4 SEALANT
$' THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CA51NG BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CA51NG BEAD
:,COMPONENTS PULLED
-\ I APART FOR CLARITY
LEGEND
DRAINAGE PLANE
(UIRB LAVER #1, STUCCOWRAP
OR APPROVED EQUAL
WR5 LATER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO °
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING
VINYL (OR APPROVED -
EQUAL) CA51NG BEAD
5/5' TYPE 'X' DRYWALL
W/TEXTURED 4 PAINTED FIN15H
$' THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
3' X 3' 26 GA. GALV. METAL DRIP
EDGE SET IN FULL BED OF SEALANT, Y2'
MIN, SPACE FROM DRIP FACE TO TREX
Y4' GAP FOR 5ACKER ROD 4 SEALANT
VINYL (OR APPROVED EQUAL) CA51NG BEAD
WEATHER RE515TIVE BARRIER #1
WEATHER RESISTIVE BARRIER 02
DECK MEMBRANE, EXTEND OVER DRIP EDGE
3' X 3' 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF 5EALANT, Y' MIN. SPACE FROM
NOTE:
METAL LATH: LATH TO BE
PER F5C 8103.1.1 / A5TM
C-841-09, MIN. 2.5 LBS. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RE515TIVE
BARRIER #1
WEATHER RESISTIVE
BARRIER #2
' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/5EAM
VINYL CORP. (OR APPROVED EQUAL)
4' POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
L�R!P EDGE INSTALLATION
11 AKta.
/4' GAP FOR 5ACKEI�
ROD 4 SEALANT
VINYL (OR APPROVED EQUAL)
CASING BEAD
WATER PROOFING 1st LAYER
(2 LAYER PEEL 4 STICK)
PEEL 4 STICK
SUB FLOOR
DRIP FACE TO TREX MODIFIED 90
VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 �'X1 Y" P.T. OR SIMULATED WOOD (TREX)
WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS
PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT
DECK TO CANTILEVER OPT. BACKER ROD
8' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RE515TIVE BARRIER #1
WEATHER RE516TIVE BARRIER #2
4' POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
„BALCONY DRIP EDGE INSTALLATION
1 1 B ISCALi=: N.ts.
COMPONENTS PULLED
APART FOR CLARITY
$' THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CA51NG BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CA51NG BEAD
NOTE: SET RAILING LAG BOLT ATTACHNMENTS
IN SEALANT, WHERE APPLICABLE
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 021 FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
*,11!RNER HAD @ FRAME
KtS.
CORNER BEAD
(FASTENER 4 5PACING 1' O.C.)
CMU
%' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
CORNER BEAD @ BLOCK
12B : : V.S.
COLUMN SHEATHING
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER 02
-6" SELF ADHERING 4 FLASHING
PEEL 4 STICK
1 /VI2'x3' 'L' FLASHING FULLY
EMBEDDED IN ROOF CEMENT
1 Y2" X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, /v2' MIN. SPACE FROM
DRIP FACE TO TREX
WEATHER RE515TIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SELF ADHERING 4 FLASHING
1 Y2'x3' 'L' FLASHING FULLY
EM5EDDED IN ROOF CEMENT
Y' X 3" 26 GA. GALV. METAL DRIP EDGE
I NI -11
SET IN FULL BED OF SEALANT, Y' MIN.
s::
SPACE FROM DRIP FACE TO TREX ON
ALL 4 SIDES OF COLUMN
VINYL (OR APPROVED EQUAL) CA51NG BEAD
WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK)
WRAPPED FROM BALCONY DECK TO CANTILEVER
$' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RE515TIVE BARRIER #1
WEATHER RESISTIVE BARRIER 02
4' POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP
@ COLUMN W
GE, INSTALLATION
L FLASHING
A R C H I T E C TS
Desin
Grou.
1441 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #:0003325
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
DATn 11/21/18
SCALE:4 /4" =1' - 0"
SHEET
\000000000
SUBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT
STATE OF FLORIDA
DATn 11/21/18
SCALE:4 /4" =1' - 0"
SHEET
WOOD SHEATHING
UJR5 LAYER 1, 5TUCCOUJRAP
COR APPROVED EQUAL)
WR5 LAYER 02, FORTIF15ER
BUILDING PAPER COR
APPROVED EQUAL)
METAL LATH
S' TH I CK, 3 COAT
CEMENT PLASTER
(o'5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
UJR5 LAYER 1, 5'
COR APPRO`
UJR5 LAYER #2, FORTIF15E
PAPER COR APPRO`
I
$" TH
CEMEI
(o' 5ELI
UJINDvw ri-,wi iur-
CASING BEAD @ WINDOW
NO BAND*,,4—�RAM�E,Krs.
WOOD CONSTRUCTION 5EYON1
WOOD 5HEATHIN
WEATHER RESISTIVE BARRIER '
WEATHER RESISTIVE BARRIER '
X I Y4" LAP SIDING UJ/6' REVEA
(o' SELF -ADHERING FLA5HIN
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
DO NOT CAULK OR SEAL OPENIN
GALVD METAL 'Z' FLA5HIN
STUCCO CA51NG BEA
SIDING TO STUCCO
BLOCK TO FRAME TRANSIT
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
5f6' X I y' LAP 51D ING UJ/(o REVEAL
6' SELF -ADHERING FLASHING
STARTER STRIP PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
DO NOT SEAL OPENING
GALV'D METAL 'Z' FLASHING
E -Z BEAD VINYL
COR APPROVED EQUAL) CASING
(UJ/%a' FLEXI5LE PVC BACKER ROD)
(o' SELF -ADHERING FLASHING
%a" THICK, 3 COAT CEMENT PLASTER
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
�TUCCOUIRAP
>
EQUAL)
IG
=ORTIFI5ER
R COR
IAL)
T
:R
WOOD SHEATHING
UJR5 LAYER 01, 5TUCCOUJRAP
COR APPROVED EQUAL)
UJR5 LAYER 02, FORTIF15ER
BUILDING PAPER
COR APPROVED EQUAL)'
METAL LATH
s' THICK, 3 COAT CEMENT
PLASTER
VINYL COR APPROVED EQUAL)
ANGLED CA51NG BEAD
6"5ELF-ADHERING FLASHING
DRIP CAP
WOOD SHEATHING
UJR5 LAYER #1, 5TUCCOUJRAP
COR APPROVED EQUAL)
UJR5 LAYER *2, FORTIF15ER
BUILDING PAPER
COR APPROVED EQUAL)
METAL LATH
'LODE1)" THICK, 3 COAT
WTY) \ CEMENT PLASTER
WINDOW FLANGE
UJR5 LAYER #1, 5TUCCOUJRAP COR APPROVED EQUAL)
VINYL COR APPROVED EQUAL) ANGLED CA51NG 5EAD
UJR5 LAYER 021 FORTIF15ER BUILDING
PAPER COR APPROVED EQUAL)
METAL LATH
$" TH I CK, 3 COAT
CEMENT PLASTER
(o'SELF-ADHERING
FLASHING
DRIP CAP
CASING BEAD @ WINDOW WINDOW FLANGE
FRAME, W BAND
13B �: KTP.
6' 5ELF-ADHERING FLASHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
(o' SELF -ADHERING FLASHING
GALV'D METAL "Z' FLASHING
DO NOT CAULK OR SEAL OPENING
GALV'D METAL 'Z' FLASHING
STUCCO CA51NG BEAD
WOOD CONSTRUCTION BEYOND
6' SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER #1 TO LAP
(o" MIN. ABOVE TOP OF 'Z' FLASHING
WEATHER RESISTIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
GALV'D METAL "Z" FLASHING
DO NOT CAULK OR SEAL OPENING
WEATHER RESISTIVE BARRIER #1 TO LAP
(o' MIN. ABOVE TOP OF 'Z' FLASHING
6' SELF -ADHERING FLASHING
WEATHER RE615TIVE BARRIER #1
E -Z BEAD VINYL COR APPROVED EQUAL)
CA51NG (W/%a' FLEXI5LE PVC BACKER
ROD)
WEATHER RESISTIVE BARRIER #2
SIDING
FRAME TO
TO STUCCO
FRAME TRANSITION
LEGEND
DRAINAGE PLANE
OR APPROVED EQUAL)
UJR5 LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO .
d
WOOD SHEATHINGli;�j
5ELF-ADHE51VE FLASHING
NOTE:
METAL LATH: LATH TO BE PER F5C 8103.7.1 / ASTM
C-841-09, MIN. 2.5 L55, PER 5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SEALANT
SE --
WINDOW FRAME —
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
$" THICK, 3 COAT CEMENT
Y4 GAP T, -P PLASTER
CASING BEAD METAL LATH
J� f
1X TRIM MEMBER STUCCO TO TRIM
TO SIDING TRANSITION UJR5 LAYER 02, FORTIF15ER
SIDING BUILDING PAPER
COR APPROVED EQUAL)
WOOD SHEATHING
rj��...�� ....:
`—UJR5 LAVER 1, 5TUCCOUJRAP
L
UJR5 LAYER #1, 5TUCCOUJRAP COR APPROVED EQUAL)
COR APPROVED EQUAL) CASING BEAD
V SELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING LlA14 : KT9.ea-���
WOOD SHEATHING
METAL LATH
UJR5 LAYER 1, 5TUCCOUJRAP
COR APPROVED EQUAL)
UJR5 LAYER #Z, FORTIF15ER BUILDING
PAPER COR APPROVED EQUAL)
s" THICK, 3 COAT
CEMENT PLASTER
" THICK, 3 COAT
CEMENT PLASTER
VINYL COR APPROVED EQUAL)
ANGLED CASING BEAD
VINYL COR APPROVED EQUAL)
CA51NG BEAD
WOOD SHEATHING
UJR5 LAYER 1, 5TUCCOUJRAP
COR APPROVED EQUAL)
UJRS LAYER #1, FORTIF15ER
BUILDING PAPER
COR APPROVED EQUAL)
METAL LATH
a' THICK, 3 COAT CEMENT
(EXPLODED PLASTER
VIEW FOR
CLARITY)
CASING BEAD @ RAISED
AND FRAME
15: Kra.
DOW
4 GAP TYP METAL LATH
ASItICi BEA
TO WIN
DOW SEALANT
UJR5 LAYER #21 FORTIF15ER BUILDING
� PAPER (DR APPROVED EQUAL)
U100p SHEATHING lllMD0U1 FRAME
U1R5 LAYER "I, 57UCCOWR,4P
(OR APPROVED EQUAL)
6' WIDE PEEL e STICK
OVER FLANGE
E -Y BEAD vlNl'L
COR APPROVED EQUAL) CA51NG 2X FRAMING
CUJ/%a' FLEXIBLE PVC BACKER ROD MEMBER
INCLUDED)
*APPLY FULL BED OF
SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
EZ BEAD WINDOW CASING
17 >�: Kts.
r
$' TH ICK, 3 COAT CEMENT
PLASTER
METAL LATH
UJR5 LAYER #21 FORTIF15ER
BUILDING PAPER
COR APPROVED EQUAL)
E -Z BEAD VINYL COR
APPROVED EQUAL) CASING
(UJ/%a' FLEXI5LE PVC BACKER
ROD INCLUDED)
rtWR5 LAYER #1, 5TUCCOUJRAP
COR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
(o' SELF ADHERING FLASHING
WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
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
8
E
0
r
cc
c
StMDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
( VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT=
STATE OF FLORIDA
JAMAERS
IDATI. 11/21/18
SCAi04"=1
SHEETT
�I V
�000000000�
8
E
0
r
cc
c
StMDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL:
SEAGATE
( VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT=
STATE OF FLORIDA
JAMAERS
IDATI. 11/21/18
SCAi04"=1
SHEETT
�I V
CUT HOU5EWRAP AT
450 ANGLE
MODIFIED '['CUT IN
HOU5EWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER SHEATHING OVER WD
STUD WALL
TEMPORARILY FOLD-'
SECURE HOUSEWRAf
`
'P UNDER) at
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP
18: KTs. (FRAME)
APPLY OSI H2U COR
EQUAL) SEALANT A
WINDOW/xlu JOINT.
FLUID APPLIED
FLASHINCs (LANCO
WHITE -SEAL RC -865
OR EQUAL).
SLOPE SILL
TO EXTERIOR
WALL FLASHING
FOLD HOUSE
IN AT JAM55
SLOPE SILL R
EXTE
INSTALL 6" SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAM55
EXTEND FLASHING MIN I"
5ELOW SILL FLEXI5LE
FLASHING
DO NOT 5EAL 50TTOM FIN
STEP 2
ALIGN FLEXI5LE
SELF -ADHERING
45HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS,
STAPLES)
INSTALL 5ELF-ADHERING
FLEXI5LE FLASHING AS THE
FLASHING AT THE SILL
APPLY 3V NOM. CONTINUOUS
BEAD OF SEALANT AT JAM56
APPLY TO BACK
AILING FLANGE IN
-PUNCHED HOLES
OR SLOTS.
DiLr u
NOTE:
1. IT 16 THE CONTACTOR5 RESPON5151 LTY
TO VERIFY THE COMPATI5ILITY OF ALL
PRODUCTS INCLUDING HOU5EWRAP,
SEALANTS 4 5ELF-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
COMPATI5LE.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
(o" 5ELF-ADHERING
OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING I" MIN
5EYOND JAM5
FLASHING
INSTALL VINYL
DRIP CAP
SUPER STRETCH
5UTYL FLASHING
SND
DAMS REQ'D. AT
EACH END OF SILL
MIN. TEXTURED
-EMENT I T I OU5 COATING
)VER 5LOCK
J5EWRAP DOWN 4
D I AGONAL CUT 4
HEAD OF WINDOW
STEP 4
INSTALL A SILL DAM OVER THE
5UILDING WRAP AT THE SACK OR
THE SILL AND THEN INSTALL THE
5ELF-ADHERING 5TRETCHA5LE
FLASHING 4 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PLL
LEVEL AND SQUARE f
MANUFACTURERS WRIT
INSTRUCTI,
APPLY MEMBRANE
FLASHING OVER JOINT
MIN. TEXTURED
-EMENT I T I OU5 COATING
)VER 5LOCK
o1rir u
�"V8'
(o" WIDE ADHESIVE
:LEXI5LE FLASHING
:R DRIP CAP JOINT
;TO -WRAP 5T-20XL
%PPROVED EQUAL)
g" MIN. TEXTURED
�EMENT I T I OU5 COATING
OVER FRAME
STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME
(MIN. THICKNESS�") (MIN. THICKNESS �") (MIN. THICKNESS �")
SIDING LOOK
ORLANDO/TAMPA ORLANDO/TAMPA
S. FLORIDA S. FLORIDA S. FLORIDA
MINIMUM STUCCO THICKNESS
�TFP 5
AJ1L1 v
g" MIN. TEXTURED
"'EMENT I T I OU5 COATING
OVER FRAME
STUCCO OVER FRAME
(MIN. THICKNESS 8")
SIDING LOOK
S. FLORIDA
A R C H I T E C T S
1441 N. RONALD RFAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\OOOOODDOOJ
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 15)
MODEL'.
SEAGATE
(VERSION#04)
PROJECT#:
R2065.015/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHRECT'
STATE OF FLORIDA
DATED/ Al /21 /18
SCAUE: 1N"=1'-0" 1
SHEET�