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VERSION 0 1
FOR0 i RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
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SANFORD BUILDING DIVISION
A PERMIT ISSUFD SHALL BE CONSTRUED TO BE A
LICENSE TO PROCFEL) WITH THE WORK AND NOT AS
AUTHORIIY '0 VIOLA IE, CANCEL, At. -TER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
COMPACTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
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• STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION
• FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS
RYAN HOMES — ORLANDO (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET ACS COVER SHEET
4307 VINELAND ROAD, SUITE 102 AMP.
ALTERNATE MFR. MANUFACTURER
AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES
ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS
CI, CENTER LINE MTL. METAL
RYAN HOMES — TAMPA CAB. CABINET N.T.S. NOT TO SCALE 2 LEFT & RIGHT ELEVATIONS
• OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FIRST FLOOR PLAN
1409 TECH BLVD., SUITE 202 e CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 4 SECOND FLOOR PLAN
CONC. CONCRETE P.B. PUSH BUTTON
TAMPA, FL 33619 • MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE 5 FOUNDATION PLAN
• BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS
VASD = 116 MPH C.T. CERAMIC T1L.E PLYWD. PLYWOOD
D. DRYER PR. PAIR 5B DOWEL PLAN
• RISK CATEGORY — II DAL. DOUBLE P.T. PRESSURE TREATED
• STATE OF FLORIDA 5C LINTEL PLAN (LOTT S)
• EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER
PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE)
• 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5E LINTEL PLAN (QUALITY PRECAST)
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL
JAMES CANTWELL DP. DEEP REF. REFRIGERATOR 6 FIRST FLOOR FRAMING PLAN
AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM
7 SECOND FLOOR ROOF FRAMING PLAN
U.S. DOWNSPOUT R.O. ROUGH OPENING
DTL. DETAIL. S.D. SMOKE DETECTOR 8 ENTRY FRAMING SECTION
A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 9 FIRST FLOOR ELECTRICAL PLAN
EA. EACH S14T. SHEET
1441, NORTH RONALD REAGAN BLVD. ELEV. ELEVATION SHTHG. SHEATHING 9.1 SECOND FLOOR ELECTRICAL PLAN
LONGWOOD, FLORIDA 32750 BY COMMUNITY EQ. EQUAL SHWR. SHOWER
EXH. EXHAUST SIM. SIMILAR D1 SECTIONS/DETAILS
Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING
AYERSWORTH GLEN 150—B F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS/DETAILS
F.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS
BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS D4 SECTIONS/DETAILS
FLR. FLOOR THK. THICK
CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D5 SECTIONS/DETAILS
FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D6 SECTIONS/DETAILS
CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D7 WINDOW SCHEDULE
CREEK SIDE 140—B GA. GAUGE TYP, TYPICAL
GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED
DRAWING /CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE WAl WALL ASSEMBLY DETAILS
INTERRUPTER V.P. VAPOR PROOF WA2 WALL ASSEMBLY DETAILS
HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WA3 WALL ASSEMBLY DETAILS
REVIEW BY BUILDER GYP. BD. GYPSUM BOARD W/ WITH WA4 WALL ASSEMBLY DETAILS
KENSINGTON RESERVE 140-B H.B. HOSE BIB WD. WOOD WA5 WALL ASSEMBLY DETAILS
LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW
HDR. HEADER W/H WATER HEATER
THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORHT HEIGHT W.I. WROUGHT IRON
INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTER ORON
McCORMICK RESERVE 140—B
IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B
DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B SQ.FT. CALC. S
AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C
EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B
BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B IST FLR LIVING SO4 SQ. FT.
PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150-B 2ND FLR LIVING 1265 SO, FT.
WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140-B
THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,169 SO. FT.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED ENTRY 40 $Q. FT.
RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF GARAGE 449 $O. FT.
MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT
RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND TOTAL 2,658 SO. FT.
CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE PATIO 24 SO. FT.
HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION
THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING.
A R C N I T E C TS
Desoinrou��.
1441 N. RONALD REAGAN BLVD.
LOOGWOOD, FL 32750
pH: 407-7746078
IrAX:407-774-4078
wv.a bdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09081
PAGE:
COVER
SHEET
ARCHITECT:
STATE OF FLORIDA
JUN 21/201
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GENERAL NOTES
CONCRETE
1.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
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
15OMPH/B
150MPH/C
160MPH/C
REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2.
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
@ 12" O.C.
@ 16" O.C.
@ 12" O.C.
N/A
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
@ 16" O.C.
A. FLOOR LIVE LOADS LPA
@ 16" O.C.
OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
@ 16" O.C.
Al SLEEPING ROOMS 30
Al ATTICS W/ STORAGE 20
3.
ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.".
A.3. ATTICS W/OUT STORAGE 10
A.4. POOLROOMS 75
4.
PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
A.5. BALCONIES 40
A.6. DECKS 40
5.
BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED,
Al STAIRS 40
A.8. ALL OTHER ROOMS 40
6.
ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.".
B. FLOOR DEAD LOADS LPSF)
7,
PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -0N -GROUND WHERE
B.1. ALL AREAS 10
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
C. ROOF LIVE LOADS ••
8.
CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
C.1. •• MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
9.
FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD lPSF)
D.1. FIBERGLASS SHINGLES 17
D.2. CONCRETE TILES 25
MASONRY
E. WIND LOAD CRITERIA
E.I. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH
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.
E.2. EXPOSURE CATEGORY C
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
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
EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18
MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI.
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS ±0.18
3.
OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
F. GUARDRAILS AND HANDRAILS LIVE LOAD (LSF)
4.
MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
F.1. GUARDRAILS AND HANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
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
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION.
THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES.
3.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
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
ARE FOUND
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
4.
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
7.
FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING,
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
8.
MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
BY BUILDER" NOTE ON COVER SHEET (CS).
REINFORCING
STEEL
5.
THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
1.
ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
6.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
2.
REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
7.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
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.
8.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
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)
9.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
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
10.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
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).
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.
11.
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
6.
CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
12.
OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
13.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
B•1. #5, W31 OR D31 AND SMALLER 2-
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
14.
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
C.1. #11 AND SMALLER 3/."
D. BEAMS & COLUMNS:
15.
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES,
DA. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'/:"
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
7.
DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
16.
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
ELECTRICAL
17.
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
1.
ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION.
GARAGES AND CARPORTS
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)
1.
GARAGE DOOR
3.
NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
A. ENGINEERED FOR 150 MPH MIN. WIND LOAD.
4.
75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
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.
2.
AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
7.
REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL.
3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
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
3.
AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
INSTALLED FOR EACH MOTOR VEHICLE SPACE.
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.
TIMBER
4.
AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -INCH GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -INCH TYPE X GYPSUM BOARD OR
1.
ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN INCH GYPSUM BOARD OR
EQUIVALENT.
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
SITE WORK
B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
1.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
D. TRUSS PLATE INSTITUTE:
D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007)
2.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
E. APA - THE ENGINEERED WOOD ASSOCIATION:
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
EA. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
3.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL
BE 1'- 0" BELOW FINISH GRADE (MIN,). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
2.
ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO.
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
A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI
PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS.
4.
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
3.
LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE).
WITH ASTM D-1557.
4.
ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED,
5.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT,
5.
MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING,
6.
ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
7.
NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017).
8.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
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.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
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
10.
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
11.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
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.
12.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
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.
13.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
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.
4
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 ANSIITPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO 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 (92.9M�.
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ 8'-0"
WINDSPEED/EXPOSURE
140MPH/B
140MPH/C
140MPH/D
15OMPH/B
150MPH/C
160MPH/C
2x4 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 12" O.C.
@ 16" O.C.
@ 12" O.C.
N/A
2x6 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE:
2.1. CPVC.OR
2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017)
" PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4
FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10•F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED.
• PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017)
• CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH'IW AMAFLEX,
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES,
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR,
6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Yz" GYPSUM BOARD,
FBCR, 6TH EDITION (2017) SECTION 302.7
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND,
NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -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 T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\0000000001
SUBIDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
GENERAL
NOTES
ARCHITECT-
STATE OF F=LORIDA
JUN 2 1
DAT #:,,, 8/20/18
SC/,4"=1'-0"
SHEET
G NOF 9
1'-2"
12' SO. BLOCK
COLUMN
COLUMN DETAIL
1 SCALE: 3/4.1'-m'
6' WIDE —
RAISED
BANDING
(TYP)
,"
\ +1
HEADER DETAIL
2 SCALE -314-1'-O'
6' WIDE
RAISED i
BANDING
(TYP.)
3 BANDING DETAIL
/ 1
IV -0 3/4" 2ND BRCS. HGT.
W/ S" HEELY
HARDIE SIDING
INSTALLED PER
MANUFACTURES SPECS.
10'-6 3/4' 2ND F.F.
�'-4" BRG. HGT.
oL
6' WIDE Rr
BAND 1
TEXTURED CEMEN
COATING PER
C92(o)
18'-8 3/4" 2ND BRG, HGT.
4' WIDE RAISED
BAND (TYP)
SHINGLES
(TYP)
12
I5
12
04
W/ 8" HEELY
4' WIDE RAISED BAND
(TYP)--,
10'-S 3/4" 2ND F.F.
'B'-4" BRG. HGT,
8'-0" HDR. HC�T.
TEXTURED CEMENTIOUS
COATING PER (ASTM
C926) (TYP)
FRONT ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'K'
1 ;1
OFF -RIDGE VENT
I MIA ME 1 0
SCALE: 1/4 - 1'-0'
12
5
ELEVATION
ELEVATION 'K'
3
18'-8 3/4" 2ND BRG. HGT.
W/ 8" HEEL
—4' WIDE RAISED BAND
(TYP.)
—4' TRIM BOARD (TYP.)
10'-S 3/4" 2ND F.F.
.- 9' -4" BRGs HGT.
_I O' -m" FIN. FLR.
IRV1
3/4" 2ND BRG. HGT,
W/ 8" HEEL
HARDIE SIDING
INSTALLED PER
MANUFACTURES SPECS.
IV -8 3/4" 2ND F.F.
9'-4" BRG, HGT.
S' -O" HDR. HGT.
ATTIC VENT CALCS
CALCS
AREA OF ATTIC
93 SQ -FT -
NET FREE VENTILATION AREA REQUIRED (1/150)
0.62 SQ.FT-
REQUIRED VENTILATION AREA 0.62 x 144
89.3 S01.
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
REQUIRED LF OF SOFFIT VENTILATION
LF
8F
LF OF SOFFIT VENTILATION
43 1 LF
2ND FLOOR ATTIC VENT
CALCS
AREA OF ATTIC
1250 SQ -
FT -NET FREE VENTILATION AREA REQUIRED 1/300
4.17 SQ.FT.
REQUIRED VENTILATION AREA 4.17 x 144
600.0 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 600.0)
300.0 SQ IN
OFF RIDGE VENTILATION AREA
115 SQ.IN./vw
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
TOTAL # OF VENTS REQUIRED
2.61
TOTAL # OF VENTS PROVIDED
3
REQUIRED SQIN VENTILATION IN TOP OF ROOF
300 SQ.IN.
REQUIRED LF OF SOFFIT VENTILATION
26 LF
PROVIDED LF OF SOFFIT VENTILATION
151 LF
rA R C N IT E C TS
Desi n
Gr
ro u inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
_
�
�000000000�
E
8E
0
r
c
SVHDIV. & LOT -
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
FRONT &
REAR
ELEVATIONS
ARCHITECT-
STATE OF FLORIDA
JUN 2 12016
DAT , /20/18
sc :1 4"=1'-0"
SH ET
I OF 9
4' WIDE RAISED BAND
(Tl'P.)
18'-6 3/4" 2ND BRCS. HGT.
OIU
W1 a" HEEL -
HARDIE SIDING
INSTALLED PER
MANUFACTURES SPECS. --
4' TRIM BOARD (TYP)
10'-8 3/4" 2ND F.F. --
9'-4" BRCS. HOST.
V-0" HDR. HGT.s _
0'-0" FIN. FLR.
OFF -RIDGE VENT
(TYP)
0
3/4" 2ND BRCS. HOST.
UJ/ 5' HEEL
18'-8 3/4' 2ND BRCS. HGT. _ _ _
W/ a" HEEL
HARDIE SIDING
INSTALLED PER
MANUFACTURES SPECS.
4' TRIM BOARD (TYP) -
10'-8 3/4" 2ND F.F.O� _ _ _
9'-4" BRG. HCST.O, _ _
I -F
V-0" HDR. HOST.
0'-0" FIN. FLR.
TEXTURED CEMENTIOUS�)
COATING PER (ASTM CS26 )
C (TYP)
0'-0" FIN, FLR,
IV
LEFT ELEVATION
SCALE: 1/4 • I'-0' ELEVATION 'K'
18'-8 3/4" 2ND BRCS. HOST.
LU/ S" HEEL
,` 10' -8 3/4" 2ND F.F.
v e'-4' BRCS. HOST.
j48'-0" HDR. HGT.
TEXTURED CEMENTIOUS�
COATINGS PER (ASTM C92(o)
C (TYP) Lj
,4,0'-0" FIN. FLR.
RIGHT ELEVATION_
SCALE: 1/4 - 1'-0' ELEVATION 'K'
A R C H I T E C T S
Design
Grou�rnc.
wnuwvvv, rL sd IOU
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
BUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PitOJECT#:
02997.000 09OR1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHITECT
STATE OF FLORIDA
JUN 2 9
JAMES t2oLL
12079A
rDAT 8 20/18
SC :1/4"=1'-0"
SHEET
2 OF 9
�II'll"I'I
00000000
BUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PitOJECT#:
02997.000 09OR1
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHITECT
STATE OF FLORIDA
JUN 2 9
JAMES t2oLL
12079A
rDAT 8 20/18
SC :1/4"=1'-0"
SHEET
2 OF 9
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX:407-774-0078
www.abdesigngroup.com
AA M 0003326
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
FIRST
FLOOR
PLAN
ARCHITECT-
STATE OF FLORIDA
JUN 2 1201
DAT: 8/20/18
SC A& :1/4$$=1'-0"
SHEET
3 OF 9
�'llll""I
\000000000
SVBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
FIRST
FLOOR
PLAN
ARCHITECT-
STATE OF FLORIDA
JUN 2 1201
DAT: 8/20/18
SC A& :1/4$$=1'-0"
SHEET
3 OF 9
COMPONENT AND CLADDHO WIND LOADS BASIC WIND EXPOSWRE
FOR 3 SECOND QMSTS
CALL t
80U AGE
DESKINATION
ZONE
160 MPH WILD
1
30
(2 ���
5
29.62/-38.15
I o 7 -LAUNDRY
2
15
3050 -SH
5
28.65/-3785
e
TEMP, EGRESS
LL_L
3
15
SH
4
28.65/-31.14
2-6 BF
TEMP
4
15
3050 -SW
5
28.65/-3185
EGRESS
4A
15
4
28.65/-31.14
E3M-SH
5
12
304 --
5
2908/-38.10
c!J
TP
�
POST
6
15
4
28.65/-31.14
EC
BATH 1
�,6 T c
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT • 150 / VASD ■ Ilb MPH
B. INTERNAL PIRESSURE COEFFICENT=+ .18
C. RISK CATEGORY ■ TYPE 11
D. EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (201-1) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR
NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
F�PRIOR
TO DRYWALL NSTALLATION ON ALL FRAMMG MEMBERS 2'-0' FROM THE FINISH
WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY
10'-8 3/4' 2ND. FIN
FLR
V-4' BRCS. HT. ,k
42' HIGH j WALL---,,,
(3) 2x12 SYP STRINGERS SECURED W/ —�
12d NAILS * 6'-8' O.C.
2x12 S.Y.P. TREAD----,,
2x4 RE-11412ORCING * EA. 2x12—�
STRINGER
' KICKPLATE –�
2x12 STRINGER TO SIT ON LANDING—�
(BEYOND)
3/4' TiG SUB FLOOR GLUED t —�
NAILED
DBL. 2x6 LEDGER SECURED TO
BLOCK W/ 3/16' TAP CONS
MIN. 1 1/4' EMB.
* 24' O.C. STAGGERED
0'-0' FIN. FLR ,L
wrl
FOYER
2x6 LANDING
3/4' T4G SUB FLOOR GLUED < SCREWED PER NAILING SCHEDULE
PRE -ENG. FLP_ TRUSSES PER TRUSS PLAN
(2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF
3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING
SECURE 2xI2 STRINGER TO SOLID NAILING W/ 126
NAILS TO BE NAILED FROM BACKSIDE
/
//
/
t
/
/
1 1/4' /
X MAX/
4 /
/
0 110,
/
18'-�" 31-411 21-211
2'-11" 6'-5" ,2'-0' I, 51-4" 131-411 ,
OWNER'S BATH
I�
81-01 CLG.
OWNER'S SUITE
131-01X16'-0'
V-0' CLG. 04
BEDROOM 4
.1 Eli
m
w
4OI3050 -SH 3050 -SNI O
'�' EGRESS EGRESS 4
N
I1'-2"
LOFT
12'401XV-8'
8'-0' CLG.
42' H. I
BEDROOM 2
101-I0'XII'-0'
r
V1,
% DBL. S
mBL. STUD J,
PWDR. _ _ 1R-I6N
BEDROOM 3
141-0'X10'-0' W.I C.
81-0' CLG. V-0' CLG.
r r
/
/ STAIR DATA:
17 RISERS 07.57"
/ 16 TREADS 010" +1" NOSING
2x4 P.T. PLATE SECURE W/ 10d CUT
NAILS I6' O.G. MAX.
STAIR SECTION: 9'-4" BRIG. HT.
SCALE: 1/2 = 1'-0'
13'-411
41-211
- -
W.I.C. I
8'-0' CLG. I
o � �
W V
X8
`v POST
1 O 3050 -SN �
ITEMP I
I EGRESS
I I
I LINE OF IST
_j
BELOW
I�
I (2) 3050 -SH
I O EGRESS
L INE OF IST FLOOR BELOUJ — — — — — — — — — — — — — — — J
141 -SII / 1-v"
21'-4"
2'-2-
41-60
'-2"4 -6" K% 41_211
SECOND FLOOR PLAN
SCALE: 1/4 ■ 1'-0' ELEVATION 'K'
1-2# -2X
N
1 "4
rARCH_ITECTS
..viv%xvvvvv, rL0,9iav
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #:0003325
I o 7 -LAUNDRY
e
LL_L
'
Tic
R fl �1
1
2-6 BF
4 -SN
m
4X4
Ln
c!J
�
POST
/
BATH 1
�,6 T c
w
4OI3050 -SH 3050 -SNI O
'�' EGRESS EGRESS 4
N
I1'-2"
LOFT
12'401XV-8'
8'-0' CLG.
42' H. I
BEDROOM 2
101-I0'XII'-0'
r
V1,
% DBL. S
mBL. STUD J,
PWDR. _ _ 1R-I6N
BEDROOM 3
141-0'X10'-0' W.I C.
81-0' CLG. V-0' CLG.
r r
/
/ STAIR DATA:
17 RISERS 07.57"
/ 16 TREADS 010" +1" NOSING
2x4 P.T. PLATE SECURE W/ 10d CUT
NAILS I6' O.G. MAX.
STAIR SECTION: 9'-4" BRIG. HT.
SCALE: 1/2 = 1'-0'
13'-411
41-211
- -
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PH: 407-774-6078
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AA #:0003325
SUSDry ac LOT:
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RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
SECOND
FLOOR PLAN
ARCHITECT-
STATE OF FLORIDA
JUN 2 1
DAT*: 6/20/18
SC :1/4"=1'-0"
SHEET
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SUSDry ac LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
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(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
SECOND
FLOOR PLAN
ARCHITECT-
STATE OF FLORIDA
JUN 2 1
DAT*: 6/20/18
SC :1/4"=1'-0"
SHEET
4 OF 9
SECURE STRAP
TO CONC. UJ/ (2 )
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1441 N. RONALD REAGAN BLVD.
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PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #:0003326
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KENSINGTON
RESERVE
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MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09ORl
PAGE:
FOUNDATION
PLAN
ARCHITECT
STATE OF FLORIDA
JUIN 2 1
DA E: 6/20/18
e ALE: 1/4"=1'-0"
SHEET
5 OF 9
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SUHDIV. as LOT:
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MODEL:
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PROJECT#:
02997.000/09ORl
PAGE:
FOUNDATION
PLAN
ARCHITECT
STATE OF FLORIDA
JUIN 2 1
DA E: 6/20/18
e ALE: 1/4"=1'-0"
SHEET
5 OF 9
TEXTURED CEMENTIOUG COATING (1) •b DEBAR VERTICALLY W/ CONC TEXTURED CEMENTIOU6 COATING
POURED CELL (1) 45 REBAR VERTICALLY W/
PER !ASTM C32i) (TYP-) PER (ASTM 0326) !T'YPJ
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(1) IS REBAR VERTICALLY W/ COW- TEXTURED CEMENTIOU6 COATING R-4,1 I POINTED CELL
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('FMI6H FLOOR a (p ° n b' PVC C:HIA6E THIRL FOOTING O'-0' FM. PLR. N 0'-®' FIN. PLR.
v 4 • ° : °n TIE VERTICAL REBAR " 4 TIE VERTICAL REBAR
Lu a o (1) ob VERT. DOIIEL n t0 HORW2At10NAL ° 4 TO HORIZATIONAL
G✓_ e . a/ a LAPPED W/ DOW DEN'( �u 1 -STORY 4. REBAR W/ 10, HOOK 4. <' REBAR W/ ID' HOOK
> 4° ° W/ 5'R AP MINT COWERS U (2) IS REBAR ON CHAIRS
104 2 -STORY
tJ
1'-4' (3) 4% REBAR ON CHAIRS
444. HORIZONTAL/ VERTICAL
1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT
SLAB AT S.G.D. GAS LINE THRU BLOCK TVP. REBAR LAP W BLOCK WALL T_3Q�
ORCING F BEARING CHANGE
11 I'•r G , . _ C AT LINTEL • CORNERS
A R C N I T E C TS
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 90)
MODEL.-
LARGO
ODEL:LARGO
(VERSION#01)
PROJECT#:
02997.000/09081
PAGE:
FOUNDATION
DETAILS
ARCHITECT.
STATE OF FLORIDA
JUN 2 J
3DAT30: 6X20/18
SCE: 1/4"=1'-0"
SHEET
5 ACF' 9
\DODODDODOJ
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL.-
LARGO
ODEL:LARGO
(VERSION#01)
PROJECT#:
02997.000/09081
PAGE:
FOUNDATION
DETAILS
ARCHITECT.
STATE OF FLORIDA
JUN 2 J
3DAT30: 6X20/18
SCE: 1/4"=1'-0"
SHEET
5 ACF' 9
AITCH IT EC TS
Design
Gruo�r��.
LONGWOOD, FL 32750
PH: 407-774-8078
FAX:407-774-4078
www.abdeslgngroup.com
AA M 0003325
r
101-10,
�
10'-2"
3'-4"
1�I-Qtl
■
CfJ
1 16'- 4'
`n
25'-4"
2ro'-O"
I
cs�
1
r-
c4
■
1 ■
ctl
N
1
N
c4
■
■
\DODOODDOOJ
c{1
I
�
m
N
I
m
�
•
■
8
1
■ 0 �n
I N
■ N
I
• N -
-
I
■ 0)
W
1
m
■
■ ■ ■
M
W
31-0"
4'-8"
■
N
e
■
■ I
I
N
19' - 0"
DOWEL
PLAN
SCALE: 1/4 = 1'-0'
ELEVATION W
AITCH IT EC TS
Design
Gruo�r��.
LONGWOOD, FL 32750
PH: 407-774-8078
FAX:407-774-4078
www.abdeslgngroup.com
AA M 0003325
r
�
\DODOODDOOJ
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
DOWEL
PLAN
ARCHITECT
STATE OF FLORIDA
JUN xA 2016
CANTWELL
1012079
D TE: 6/20/18
li'CA-LE: 1/4"=1'-0"
SHEET
5BOF 9
PATIO
6080 5030
L-5
(2) 25-5H
GREAT ROOM
V-4' C4A
o, o
7�-T--
>
OOPA�TRY ; ,<� ; 00 PDR
GLC. 9 -4 GLC.
II KITCHEN - -
MUD ROOM 9'-4' CLC•
S'-4' CLC.
I I
O0- O = -- 00
2 CAR GARAGE
5'-4' CLG
Vol-0' X 11-0' OHW
L-1
LINTEL PLAN
SCALE: 1/4 = 11-0' ELEVATION 'K'
FOYER
5'-4' aG-
L -a ENTRY 1-.3
9'-4' cLG.
I
G
GENERAL NOTES:
I. CODES
1.1. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (1011), SECTIONS R402.2 4 8606
1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201.1), SECTIONS 19012 4 2107.
1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08).
L4. 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
2.1.2. PRE -CAST W/PRESTRE55 REINFORCEMENT -6000 PSI
2.1.3. GROUT PER ASTM 0416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO II' SLUMP.
22. REINFORCING BARS:
22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A&15 (GRADE (P0)
2.22. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
2.3. PRE -STRESSED STRANDS ASTM A416 1 -WIRE, STRESS RELIEVED 270 KSI
2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315.
2S. CONCRETING OPERATIONS SHALL COMPLY U11TH AGI STANDARDS.
3. MASONRY:
3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08.
3.2. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI.
3.3. MORTAR SHALL BE TYPE S.
4. STRUCTURAL:
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' IIUITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL. 5TH EDITION (2014), SECTION 2104.1.5
EXTERIOR MASONRY
WALL 5%. HEWTB
11 Fr=
151-4' 131%.
LOAD BRCS. WALL
NON -M. WALL
TABLE No. 11
SAFE WORKING LATERA( LOADS (PLF)
8 x 8" LINTELS
LINTEL
LINTEL
NO.
SAFE LATERAL
(PLF)
LOADS
LINTEL
Total Length
Type
Precast
Precast
SAFE LATERAL
(PLF)
a, DOOR
HEADER
PLAIN
1112
950
LOADS
VOOOR
HEADER
SOLID
2011
Total
Langth
2'-10'
T e
Precast
8'x8'
PLAIN
8'x8'
80LID
1998
3964
Y-8'
3'-6'
4.41Precast
4'4'
4.8'
Precast
Precast
1168
2318
4'4'
4'-1- _
1611
844
1614
Pretest
861
l05
1521
1386
638
1266
4'-4'
Precast
Precast
586
1163
1355
1105
4'-8'
Precast
659
1165
5'4'
Precast
666
543
5'-8'
6'-8'
1'-6'
8'-8'
9'-8'
Precast
Precast
Precast
protest
Precast
650
504
411
356
- ..
286
Iml
564
l8l
_
F.
535
5'-10'
Precast
W-4'
Precast
634
1364
12W
- GRAVITY
Precast
612
6'•B'
Precast
518
1211
1'4'
11-81
Precast
__.Precast
446
938
425
381
354
894
814
145
563
453
620
549
8'-0'
Pretest
8'-4'
Precast
9'•4'
Precast
211
10'-6'
Precast
.._....... 192
11'-4'
121-0'
Precast
Precast
Isla
164
R'-6'
13'-4'
Precast
143
504
Precast
116
404
391
--14'-0'
14-8'
Precast
Prestressed
Prestressed
99
NA
NA. `-
341
15'-4'
- 302
213
IT -4'
19'-4'
Prestreesed
Prestressed
NA
NA.
_-116
20'-0'
Prestressed
NA.
59
21'-4'
22'-4'
Prestressed
Prestressed
NA.
131
NA.
NA
170
93
24'-0'
Prestressed
NR - Not
Recommended
2011
2011 _
T Eel'
LOTS
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
PH, (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
V-41
BRCS HT.
COMMENTS
L-1
11'-4'
8/36-849W(UL
PRM8TRE88ED
L-2
4'-6'
8/14-8-0)UK01L
RECESSED
L -2A
8'-4'
6/16-541)iKIL
BOTTOM BAR TOP BAR (0)51- (11511
- _ - - -1
L-3
4'-8'
8/Ib-S-IIXJ/0011-
,_1t„
dve 4
L -3A
4'-6'
8/Ib-S•IUIJ/1011.
(PLF)
L-35
4'-6'
8/16-6-1I1U1(01
20" COMPOSITE LINIELS
L-4
LINTELS
CLEAR
8" x
L-5
LINTEL TYPE
8/16-8-(IUKI)L
GRAVITY
,9' 11
8/16-S-(1) #5/(1) #5
PRECAST
t 09 :.
WLd
•
h �
#5/(0) X15 8/6-S-(1) X5/(0) 95
NOMINAL WIDTH/HEIGHT OF LINTEL
f-- PLAIN OR SOLID LINTEL
18/16-P-#U/#L1
No. OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY 3a,
1) #5 CONTINUOUS
3
8'X18' KNOCKOUT BLOCK
- • •_ ' •
000 GROUT
D)
- ,¢•
PLACED INFIE
r • •' :
TOP BARS:
-
a
SEE SCHEDULE
•ta•�
SCHEDUI F &
•� ~
(1) #5 CONTINUOUS
BOTTOM BAR TOP BAR (0)51- (11511
- _ - - -1
M-51. (175U (1751. MSU ()51- (7)'5U
rti«i•.
7/32' STIRRUPS AT 4'-0' cc
(TIED OR WELDED)
,_1t„
dve 4
(TIED OR MELDED)
r
BOTTOM BAR
SEE SCHEDULE (PRECAST)
,9' 11
8/16-S-(1) #5/(1) #5
PRECAST
t 09 :.
WLd
•
h �
#5/(0) X15 8/6-S-(1) X5/(0) 95
NOMINAL WIDTH/HEIGHT OF LINTEL
f-- PLAIN OR SOLID LINTEL
18/16-P-#U/#L1
No. OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY 3a,
2) STRANDS 7/18'-"-
1WARE STRESS RELIEVED
M Nf 270kti PRESTRESSED
CABLE
8/16-S-(1) 15/(1) #5
PRESTRESSED
(1) 05 CONTINUOUS
313.
8"X18" KNOCKOUT BLOCK
,!ABLE N0. 3
30M PS UT
• :
CED Fl FIELD)
• ,r
r ' : :
TOP BARS:
-
a
SEE SCHEDULE
= 4
SCHEDUI F &
LOAD CAPACITIES
(1) #i CONTINUOUS
BOTTOM BAR TOP BAR (0)51- (11511
- _ - - -1
M-51. (175U (1751. MSU ()51- (7)'5U
rti«i•.
7/32- STIRRUPS AT 4'-0- cc
,_1t„
dve 4
(TIED OR MELDED)
2) STRANDS 7/18'-"-
1WARE STRESS RELIEVED
M Nf 270kti PRESTRESSED
CABLE
8/16-S-(1) 15/(1) #5
PRESTRESSED
is�:.fL�3r_..iutsa2l•:4 l
REINFORCING SCHEDULE & LOAD CAPACITIES
REINFORCING SCHFDULE & LOAD CAPACITIES
TABLE No. 9
,!ABLE N0. 3
TAOI F No. 1
8" X 32" COMPOSITE LINTELS
8" X 15" COMPOSITE LINTELS
GRAVITY GRAVITY
LINTEL CLEAR LNTEL TYPE LINTEL��-
LINTEL CLEAR
LNTEL TYPE LINTEL STEEL GRAVITY I
RLINFORCING SCHEDULE
REINFORCING
SCHEDUI F &
LOAD CAPACITIES
00 0 0000
BOTTOM BAR TOP BAR (0)51- (11511
- _ - - -1
M-51. (175U (1751. MSU ()51- (7)'5U
SAFE
WORKING
LOADS (PLF)
SAFE
WORKING
LOADS
(PLF)
8" X
8" X
20" COMPOSITE LINIELS
24" COMPOSITE
LINTELS
CLEAR
8" x
8" LINTELS
LINTEL TYPE
LINTEL STEEL
GRAVITY
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL
UNFILLED
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
CAPACITY
-''-
CAPACITY
- GRAVITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(1751. 0051
77511
(IML (2,05U--
-
BOTTOM BAR
TOP BAR
CAPACITY
(1751. (0)5U
WSL (9%
175L (1751 (19051.(2751
2'-0'
.. -3'-6'
I'•6'
PIC£GASi ....-.
(2)4
(2)7 _.-...
4245
_. 1809
_ 1809
8519
_10000
_ 10000
2'•2'
PRECAST
(2) 4
(2)12
2415
3831
3831
485
4815
4'-0'
2'-8'
PRECAST
(2)-2
(2)12
1183
2111
2111
3386
3386
3'•4'
3'-2'
PRECAST
(2)4
(2)4
1343
2165
2165
2606
2608
4'-8-
3'•4'
_
PRECAST
-(2) 12
(2) 7
_
1232
2011
2011 _
_ 2471
2421-
5'•4
4'•0'
PF9:CAST
(2) 3
W-2
_
1006
11
1651
1810
1881 _
_..-(7 12
0
1'-6'
PRECAST
(2) 3
(2)12
860
1423
1423
1410
1609
6'-4'
5.-1'_
PRECAST
12)'4
-(2) -2
140
1783
1783...._.
1116
1405_..
61.6.5-2'_
3441.___..___.
.._
PRECAST
(2)04 -.....
(2)12
110.._
1232
1232.._.
_
_ 1145
1348
6'•8'
5.4'
PRECAST
-(2)04
(2) 9
682
1184
II84
1081
___....
1295
1.6'
W-2'PI_iECAST
6'-81_
(2)4
(2)12
510
991
_ _ 991_
825
u1082
-1--b-
6 4'
... PRECA51`
(2) -4
_.
Q,.._ ._
551
959
959
184
1041
6'-0'
6'-8'
PREC 5T
(2) 4
-22242
(2) 9
518
902
907
112
984
V-4'
T,0'
PRECAST...._
(2)-4
(2)4
480
2931
851
, _.....648
921
9'-4'
8'-0'
PRECAST
(2)%
(2) -2 -
416
_.._.851
126
126
499
12'-0'
(2)-3
T4'
_
PFiCASt
(2) 4
(1112-
354
-... 618
618
380..
- 613
11'•4'
10'-0'
PRECAST
(2) 5
(2)-3
35
561
561
311
601
1T-0'
10'-6'
PRECAST --.
(2).5
(7) 3
_ 297
$25
525
211
561
1T-6'
II' -2'
PRECAST
- (2) 5
_
(2) 3
_ 211
_ _.4S8
498
251
512 --
13'4'
IT -0'
1 PRECAST
(2) 5
(2) 3
-(2)13
255
458
458
214
442
14'-0'
17'-8'
1 PRECAST
!2) 5
_
(2)9
739
430
430
190
395
14'4
13'4
PF£STREikl)
!1-4
_
(2)12
NR
418
418
230
446
. 15'•4'
14'-0'
FRIES 1 99E,D
(2) 14
eV -2
N.R.
319
319_
210
401 -
11'-4'
Ib' -0'
PRESTRESSED
852
(2)-2
N.R.
786
288
163
11
15'-4'
B 0'
PRESTRESSED
_..,,(2)-4
(2)5
(2) 3
_
NR
224
224
--.,,
131
2354-
_--
20'-0
IB8'
FRESTRESBED
1719
(2)-i
-(2)-3
!11 3
-._
N.R.
___.
201
201
122
731
21'-4'
20'-0'
PRESTRESSED
_
(2) 15
(1) 3
NR
Ill
111
10'1
208
71'-0'
70'-0'
PRESTREB6ED
(715
- 164
164
100
195
24'-0' 22'-8'
PRESTRESSED
f2) 5
12> 3
NR -.
_ 132
132
84
_
163
is�:.fL�3r_..iutsa2l•:4 l
-(ABLE No:.,
REINFORCING SCHEDULE & LOAD CAPACITIES
REINFORCING SCHFDULE & LOAD CAPACITIES
TABLE No. 9
,!ABLE N0. 3
4
8" X 32" COMPOSITE LINTELS
8" X 15" COMPOSITE LINTELS
GRAVITY GRAVITY
LINTEL CLEAR LNTEL TYPE LINTEL��-
LINTEL CLEAR
LNTEL TYPE LINTEL STEEL GRAVITY I
RLINFORCING SCHEDULE
& LOAD CAPACITIES
CAPACITY
CAPACITY CAPACITY CAPAG1
00 0 0000
BOTTOM BAR TOP BAR (0)51- (11511
- _ - - -1
M-51. (175U (1751. MSU ()51- (7)'5U
SAFE
WORKING
LOADS (PLF)
WORKING LOADS (PLF)
REINFORCING SCHEDULE & LOAD CAPACITIES
8" X
8" X
20" COMPOSITE LINIELS
24" COMPOSITE
LINTELS
CLEAR
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
UPLIFT
_..-BOTTOM
TCP -""-
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
CAPACITY
BAR
BAR
!0151. (D% (I)5L
(95U
(1751. 0051
77511
(IML (2,05U--
-
11-1.
-6
-.
. -- (2).2
Jif
PRECAST
-TOOM-
(2)12
loom_
10000
1-1....
_._...PRECAST
019 .._
_ (2)12
...-1646
10000
IID000
_ 10000
4'-0
T-6-
PRECAST
[2)!2„-
(2) -2 ^..
_ 5503
10000.10000
_.
10000_
-.
3'-2'
PRECAST
(2)12
(2)
414Z
10000
6541
10000
10000
3'•4'
PRECAST
(2)7
_
(2)7
_ 3198
_
_-10000
1836
4653
_. _-1658
5'•4'
4'-0'
PRECAST(2)
3
(2)12
6239 -..
10000
5138 _
10000
5'•10'
'
T
PRECAST
f2) 3
)__
-2
1
50 b
8109
6
461
9744
b'-4'
5-0'
PRECAST --
lZ) 4
_..-(7 12
0
6157
6157
_ ..
3867142
_
l
IV 6'
5--2-
._.PRECAST
!21 4
-_. .__ (2)9
..-6250
6250...
3645
6595...-_._
6}8
_9.4'
PRECABT __..
_.. _ (�)-4
(V-2 __.
_
5816
5816,_..
3441.___..___.
6174
9481..
6$45
PRECAST.. _
(2)'4
(11_2._
43P _...._.
430
2636
- 4509
TOW
64•4'
CAR T
-
(274
(1)12._
4099
2508
4281
8'•0'
6'-81_
--._
PRECAST
!2).-4
_.__._A
()
3130
3130
--.. )
5361
..,6'-4'
T•0'
' RECABT --_---(2)-42134
_..
(2)'4
_.
Q,.._ ._
_
3420
3410 _ _._
_7218
2018
3561
_ _.4631
-0
8''
FSECA6T
PRECAST
B'-0'
_
2134_
1610
_.._2838.
1..6'
9'-1'
-_ - 3858
(7)-4
(1)12
1111
(2)-4
123322M
2931
11'-4'
10'-0'
_ __PRECAST-
K2ECA6T
(2) -, -...
- O.3
1954
_2211
M54
1031
-2009
2553,
_
_
12'-0'
(2)-3
1119
Ills
910 -� -
528
.. 12'-6'
II' -2'
PRECA57
- - (1) 5
(2)3
1661 ...
- 1661
828
1101 --_
13'-4'
121•0'
PRECAST_
.._._ !2)5
(2)-3
1501
.
Isla
713
1414__-
14'-0'
@'-8'
PRECAST—
(2)5
-777 3
1399-
-1
-1399
636---1323
-
14'-5'
13'-4'
PREBTRES6ED
(2)-_4
13'-4'
1893
1693
SBI
1131
5'-4
_
14 0'
PRESTRES6E0
_ __-"(1)9
(2)'4
(2)9
_
1124
1124__..._
, .- $36
1058__....
Il' -4'
_
I6'•0'
PRE
(1)'4
_
(2)9
1330
1330
411
874
19.4'
18.0'
PRESTRESSED_---
(1)5
(2 13
_
- 1053
1053
334659
1310
70'-0'
18.8'
PRESTI2E59ED
. -20,-c,
18.8
sis.__
919
312-
615
21-4'
20.0'
PRESTRESSED
--(2)5-
(2)-5
-(D,13
_..,_ .1
_652
852
213
540
221-0'
20-8'.
PRESTRESSED
(2)-5
(2) 3
197
797
781
501.-_._..
74' -0 ._
12'-B'
SSE
STRED
(2) 5_. ._..
---,(TT-
.
.__
_ 659
659__
_
__ 215
425
-(ABLE No:.,
5'•4' .
!2
REINFORCING SCHEDULE & LOAD CAPACITIES
REINFORCING SCHFDULE & LOAD CAPACITIES
TABLE No. 9
SAFE WORKING LOADS (PLF)
4
8" X 32" COMPOSITE LINTELS
8" X 15" COMPOSITE LINTELS
GRAVITY GRAVITY
LINTEL CLEAR LNTEL TYPE LINTEL��-
LINTEL CLEAR
LNTEL TYPE LINTEL STEEL GRAVITY I
GRAVITY UPLIFT UPLIFT
LENGTH BPM!
CAPACITY
CAPACITY CAPACITY CAPAG1
00 0 0000
BOTTOM BAR TOP BAR (0)51- (11511
- _ - - -1
M-51. (175U (1751. MSU ()51- (7)'5U
5'•4' .
!2
TABLE No. 8 -
REINFORCING SCHFDULE & LOAD CAPACITIES
TABLE No. 9
TABLE No,
4
8" X 32" COMPOSITE LINTELS
GRAVITY GRAVITY
LINTEL CLEAR LNTEL TYPE LINTEL��-
UPLIFT UPL IFr
.ENXsTFI SPAN -- - - --CAPACITY CAPACITY
REINFORCING
REINFORCING
SCHEDULE &
LOAD CAPACITIES
00 0 0000
REINFORCING SCHEDUIF & LOAD CAPACITIFS
SAFE
WORKING LOADS (PLF)
SAFE
WORKING LOADS (PLF)
REINFORCING SCHEDULE & LOAD CAPACITIES
8" X
28" COMPOSITF
8" X
24" COMPOSITE
LINTELS
CLEAR
LINTEL
CLEAR
LINTEL
CLEAR
LINTEL TYPE
LINTEL
STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN-
_
-
._-
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(USL (2751
BOTTOM BAR
TOP BAR
BOTTOM BAR
TOP BAR
!0751. NSU
(1751. (9%
WSL (01%
(051. (2)'511
2-10
1141 ..
PRECAST
-(1> 7
(2)12
_ _ . -
10000
10001a
7 P
3--b-
.1.
___PRECAST
(2)-2 -_
.. ._ (2)12
9361
10mQ0-__
_....
10000
.-10000
10000_,._.
4'-0'
Z'-8'
PRECA5T
(2)7
f2)-7
6139
...-10000
10000
10000
1000'0
4'-&'
3'-2'
PRECAST
(2) -2
(2) 12
5014
10000
10000
10000
4'-B'
3'•4'
PRECAST
_. (2) -2
(11
4653
_. _-1658
10000
%29
__
10000
F-4'
4'-0'
PRECAST
(2) 5
(2) 02
83 65
10000_
1051
cow
PRECAST
4'-b'
PRECAST
(2)-3
...(2) 9
6231
10 000
5136
10000 --
6 -4'
S •0'
Fl�GAsT
(2P4
12
_.. 9101
100004154
_
5450
"..1.
_.? 41 .
. PRECAST
-_...(2)
_(2),'4
(2) -2
8589.-....__.
-
10000
4481
....
__.6 •8'
5.4'
PRECAST
_ - (2)-4
(2)-2 ._
8114
9481..
4231
-...,8913
_. 8420
PRECAST
CAST
(2)14
_ _...__
(2)4
6235.-__._
6418
3141
6 -4'
PT
-.. (2) -4
(1)12._
_._
121-4
[2) 4__
5938
._
6024
_.
085
3_
_ .6411.._.....
6163
S •0'
6'-8'
PRECAST
(2) -4 --
--.. )
5361
.. _
5361
_ _..
2003
5593_
8'•4'
1'-0'
PRECAST
(2) -4
(2) 4
4831 _
_ _.4631
2551
_
5030
PRECAST
B'-0'
PRECAST
- - (2)-4
(2)12
3126
3726
_
1981 -
-_ - 3858
PRECAST
9'•2'
1 PRIECAST
(2)-4
(2)4
2931
2931
1520
3025
PRECAST
100
PRECAST
f2) 5
, _ 17) 5
2553
2553,
..-____-..
1119
_._..
1 1604
12'-0'
10'•8'
PRECAST
(115
(1)
1305
_
2305
11232291
_
- -
11'•6'
11'-2'
PRECAST
(2) 5
(2).3
2141
2141
1022 _
-20M
-13' 4'
IT 0'
CAST...._.
(2) 5 ..__
. _ (7)_''.
1926
- 1926 ---....-...
881
1871 -_
14'-0'
T-0'
PRECAST
(2).5
_....__
,_,....._
(2)03
._
1118
1118
161
1635
14-8
13'-4'
PRESTRE86ED._
(2)4
(1).2-�....,__..
.. ...
_ 2345
_
1345 _
653
_ _..__.
-126
1183
15'-4'
14'-0'
PRESTRESSED
(2)-4
a)12
2136
2136
5%
1119
Il 4
.....
- 16.0'
PRESTRESSED
(2) 4
(2) 9
Ib
90
1650
46 4
-18
918
IV -4'
.18.0'
-.,.
. PRESTRESSED
-..-
(;I)
..
m-3
1310
_
1310
_ ..._.
311
135
. -20,-c,
18.8
PRESTREWD
_
(2) 9
(113
1219
1119
686
21'-4'
20'-V
PRESTRESSED
W5
--
...._ f7)3
.,_
1061
669
- _341
304
601
17 0'
_ Z0'-8'
PRESTRE88ED
___._-.
__....(2) 5
(2).3
994_
..... _1061
994
;1* _. _
565
14 •m'
72'-8'
PRESTMES6ED
(2) 5
_.._ (2)_'_3_
BZ4
824_.... _
- ..
239
413
TABLE No. 8 -
REINFORCING SCHFDULE & LOAD CAPACITIES
TABLE No. 9
TABLE N_Q,_ S
r«v
8" X 32" COMPOSITE LINTELS
GRAVITY GRAVITY
LINTEL CLEAR LNTEL TYPE LINTEL��-
UPLIFT UPL IFr
.ENXsTFI SPAN -- - - --CAPACITY CAPACITY
REINFORCING
SCHEDULE & LOAD CAPACIIIES
(1751. (11-51 MSL (2)SU
2 10, .6 -.. EASf - (2) -2 _.--- ___._
00 0 0000
REINFORCING SCHEDUIF & LOAD CAPACITIFS
SAFE
WORKING LOADS (PLF)
WORKING LOADS (PLF)
REINFORCING SCHEDULE & LOAD CAPACITIES
8" X
28" COMPOSITF
LINTELS
LINTEL
CLEAR
LINTEL
CLEAR
LINTEL TYPE
LINTEL
STEEL
GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
CAPACI-Y
CAPACITY
_
CAPACITY
CAPACITY
CAPACITY
CAPACITY
(1)15L (I)5U
(AL (1751
(USL (2751
BOTTOM BAR
TOP BAR
(075% (175U
(95L (1751
(I)SL (1)'50
(1751. (21511
--
--44D
3'-6'
2 -2'
� - PREC,d,6T
-
(2) 7
_
�-��- (2)7 513 � 1865
1865
1480
9 6 ..
7 P
PRECAST
(2)12
(1) 7
10Y600
10000.
-. 10000
10mQ0-__
4'•0
1 •8'
.
PRECAST
(2)-2
_
(2) -2
__..
1916 ......_10000...
10000
_
10000
1000®
4'-6
3 2' .-1
PRECAST ...._--
-(2)R
(2)7
6001
13%
_
10000-
-
1000'0
41.8.3'-4'
(2)3
PRECAST
(2)12
(2) 4
5509......
10000
6000 _
om
(2)-3
_- (T) -.2 5ll 809
PRECAST
(2)-3
(2) -2_
9011
000x
1___
83 65
10000_,
5 •10
4141
PRECAST
„
l2) 3
,
(2),2
_
1381
10000
__- {2f 4
10000
6}4.,
5-0'
PRECAST
._.
(2)7_...
10000
10000...._
-6806
5641
10000.
b'-6
5--2-
FRECAST
_ _.....(3)-4
(2)-4
(2) 02
10009
10090
5318..___
_
10000
b'-8'
5.4'
.
_ PRECAST
_ (2) 4
. _
(7) 7
_
9638
_ 10000
- ..5011
10000
L4
v-2'PRECAST
PRECAST
(2) 4RECAS
1408
9961
..._ 3848
V-4'
_.1 -8'
6 -4'
PT
-.. (2) -4
(1)12._
1054
9168
3662
8'-0'
V-01
61-01
_ _-
- -
PRECAST
.___.
(2) 04
,.
(2) 7
.,..
6419
_ -
1891
3328
.7326
6667
V-4'
1'-0'
PRECAST
W -4
(L 02
5864
6933
3031_
_ 6091
9'-4'
V-0'
PRECAST
(2)-4 ----
(D4
4561
_
5066 _
7355
4145 _
101•6'
9'-1'
PRECAST
(2)4....
(2)12
35163044
..
(2)5
1801
_
3663
II' -4'
10'4'
PRECAST
(2)5
_._..
(213
(2) 5
3290
15213
3098
OW
11'•0
10 -8'PRECAST
_
12'•8'
(2) 5
-
)
_3290
-- 2938
2930
_
1336
2133
12'-6
II Y'
PRECAST
(215
f(V13
21 18
2118--^-
1211. _
2499----
13'-4
R -0'
PRECAST
(2).3
2416
2416.
1049
2168
14'•0
T-6'
PRPCMT
-Q)-5-
(2).5
(2).3
2216
_,
2216
931
1941
14'-8'
13'-4'
PRESTRESSED
(2) 04
O 7
_-_.-
2811
2011
_ _
- 726
_
1431
14.0'
P9TRE$6ED
_
(2)-4
,_
(7)4
2616
6 3
- _
1312
11'_4
I6 -0' I
PREBTRE68 D
-.... _. (2) 04
O._..
.76'6
2023
2023
_.-_516
1022
19'-4'
18'-
- (215...
(2) 3
1601
413
818
20'-0'
S'-8'
_PRESTRESSED-.
PRESTRESSED
-
(2) 5
_.
(2)3
14%
-.__
385
_.. --
l6
PRES11iE&5ED
(21
S
336
669
70'•8'_
_._PfjESTRESSED
(2)5
(2) 3
1222
.._
_....--
311
221•8'
PRE6TRES5ED
(215
(2) 3
1014
1014
266
521
TABLE No. 8 -
REINFORCING SCHFDULE & LOAD CAPACITIES
TABLE No. 9
'ABLE NQ -.7
r«v
8" X 32" COMPOSITE LINTELS
GRAVITY GRAVITY
LINTEL CLEAR LNTEL TYPE LINTEL��-
UPLIFT UPL IFr
.ENXsTFI SPAN -- - - --CAPACITY CAPACITY
REINFORCING SCHEDULE & LOAD CAPACITIES
BOTTOM BAR r0)5L (DSU rl)5L N5U
(1751. (11-51 MSL (2)SU
2 10, .6 -.. EASf - (2) -2 _.--- ___._
00 0 0000
REINFORCING SCHEDUIF & LOAD CAPACITIFS
SAFE WORKING LOADS (PLF)
SAFE
WORKING LOADS (PLF)
REINFORCING SCHEDULE & LOAD CAPACITIES
8" X 6" LINTELS
8" X
14" COMPOSITE LINTELS
LINTEL
CLEAR
LNTEL TYPE
LINTEL STEEL PLAN GRAVITY
GRAVITY
UPLIFT
FLIP
LENGTH
SPAN
UPLIFT
LENGTH
'--" GRAVITY CAPACITY
CAPACITY
CAPACI-Y
CAPACITY
CAPACITY
CAPACITY
CAPACITY
BOTTOM BAR
TOP BAR CAPACITY (0751. (0511
(1)15L (I)5U
(AL (1751
(USL (2751
(1751
(1751- (1)511
!1751. (2)511
(2)-2
_. 21
..-il4
--
--44D
3'-6'
2 -2'
� - PREC,d,6T
-
(2) 7
_
�-��- (2)7 513 � 1865
1865
1480
_ ... _..
2480
_
_ 4'-0'
2 •B'
PRECAST
_
-_- _ {2Z -
- (2) -2 _ _ IN 425
_
1425
-'
__
1863_ _ _
1863
-- 4'-6'
3'-T
PRECAST
)
O4 819 11 1
1151
- 1469
1489
4 8'
3'•4'
PRECAST
(2).2
(2).2 - 606 1081
ON
_
13%
13%
5'-4'
4'•0'
PRECAST--_
(2)3
___
(217 659 .. ..--SS30
930__--_
1114
1114
2'-10'
4'-6'
PRECAST
(2)-3
_- (T) -.2 5ll 809
809
938
%b
-
3564
3065
PRECAST
_..
(2).-4 _
_
-_
(2)7 ,06 11S
_ 11
(2)4
_ __
852
b •b'
5 -T
PIEGA6
__- {2f 4
- Alb 1H -
1B
13
130 _
810
1851
-4'
PRECA5T
(2)-4
__
(2 458 693
._
693
608
190
l-6
b-2'
_._
_PRECAST
(2)-4__...,
114 586
-.. .525
............bbl
11-@-_-6-4-
... _.
1129
PRECAST
(2)'4 _
_381
(2)12 315 568
_.,.586._
...... 568
499 __.
_. 641
6-0'
6'-8'
PRECAST
8'-0__
(2)-2 353 536
536
452_-
609
V-4'
1'•0'
_
PRECAST
_
-- O4
_ _
(2h. .._ 334 _--501 �
501_
411
516
T-4'
8'-0'
PRECAST
(2)'4
2) -2 786 435
435
316
494
10'•6
9'-2'
PRECAST
(2)_-4.__..._
(2)-2 -. 245 311
372 ,. _..
239
._ ...423
...
10'•0'
PRECAST
(1
(2).3 718 345
_.
345
.-___.
1-4
_ _ 338
0'
10'-8'
PRECAST
_ O5
(2).3 __ 707 282-,-.
282
113_._,_-
715
12'-6'
II'•2'
._...
PECA6T
..
(2)5
1,,. 190 _743 ---.
243
_ 51
-
238 _
13'-4'
Y!'-0'
PRECAST
(2) 5
51 - ... 191
192
130
168 ....
14'•0'
12'•8'
PRECAST
(2)5
...__
- 116,__ 160
Ibl
_.__
109
5l
TABLE No. 8 -
REINFORCING SCHFDULE & LOAD CAPACITIES
TABLE No. 9
SAFE WORKING LOADS (PI_F)
r«v
8" X 32" COMPOSITE LINTELS
GRAVITY GRAVITY
LINTEL CLEAR LNTEL TYPE LINTEL��-
UPLIFT UPL IFr
.ENXsTFI SPAN -- - - --CAPACITY CAPACITY
CAPACITY CAPACITY
BOTTOM BAR r0)5L (DSU rl)5L N5U
(1751. (11-51 MSL (2)SU
2 10, .6 -.. EASf - (2) -2 _.--- ___._
00 0 0000
3119 1 1541
3412 1 1411
2998 2998vb
4
3a,
•
}
TABLE No. 9
1AH11 No. 8
r«v
r
REINFORCING
SCHEDULE & LOAD CAPACITIES
REINFORCING SCHEDUIF & LOAD CAPACITIFS
SAFE
WORKING LOADS (PLF)
REINFORCING SCHEDULE & LOAD CAPACITIES
8" X
14" COMPOSITE LINTELS
LINTEL
CLEAR
LINTEL TYPE
LINTEL
STEEL GRAVITY
GRAVITY
UPLIFT
UPLIFT
LENGTH
SPAN
-....
----- CAPACITY
CAPACITY
CAPACITY
CAPACITY
Am
8° X 14" RECESS DOOR HEADER
�•
BOTTOM BAR
TOP BAR W% (17511 !1751.
(1751
(1751- (1)511
!1751. (2)511
2'•10
I'•6'
C _..._._.___.
(2112
(2)4
0000
0000.
1(6000
3'-6'
2'-2'
PRECAST
-'-- GRAVITY CAPACITY
9014_...
10000
_
10000
- _--
10000.--
4'-0'_---2'•8'
SPAN
PRECAST
- .....__(2)_12
(2)9 _...
_..
(2) -2 3651
1440
10000
4'-6'
3'•1'
_PRECAST
(2)12
(2) 7 2141
_1000_0
1011
5612
8278
4-6'
3.4'
PIECABT
(2)9
_.
(2)0 2519_
6131
_
5150
1216
5.,;,4'
4.-0.
PRECAST
(2) 3
(2) 12 41114411_
2'-10'
3169
4830
5 -10'
4.6'
PRECAST
(2).3
(2)9 3344
-
3564
3065
3865
b'•4'
5.0'
PRECAST
(2)4
(217
3038
2539
3219
F-2-
PRECAST
_.._
_3038__
2881
1851
2393
3048 _
WV
V-4'
,_ PRECAST
__(2)V
(2)'4
_...
. (2)_7...__ 21M
2138
2259
2895
1.6'
6'-T
4
(2)2)7
! 2193
._
2193
... _.
1129
2309
6'•4'
PRECAST ...
-.._. (2)4
_
2108
2108
1645
...._
2215
1219
8'-0__
,. 6'4'
PRECAST
(1) M , _
_
1957 -_
_ .Hyl
_
1494
_ ..
1058
8'4'
7-0'
_PRECAST
(2)'4
...
.._--._ly,z 025
1625..._.
1363
1918
9'-4'
V-0'
PRECAST
- (2)-4
(2)12 51l
511
1054
591
10'-6'
V-2'
PRECAST
(2) 04
(2).2 i - - .1165
1265
801 __-
- - --1324
P!?ECA9T
(1>5
...,.._.f2),.q_ 1138
_1138 .._._
618
1181__._._-
17'•0'
10'•8'
PRECAST_
e2) 05
(2)3 1041
1041
594
1081
PRECAST
_ (2)-5
( 988
968
_
541
V25
(2)3 902_-.
465
--395'--
4'-0'
11-0'
PR'fCAST
(2) 5
(7)3 842
_902
-842
414
895
3a,
•
}
TABLE No. 9
r3�'
••, d
r«v
r
TABLE No. 10
REINFORCING SCHEDUIF & LOAD CAPACITIFS
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
SAFE. WORKING LOADS (PLF)
8° X 6" RECESS DOOR HEADER
tllltq
Am
8° X 14" RECESS DOOR HEADER
�•
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL LWILLED GRAVITY
GRAVITY
UPLIFT
UPLIFT
LINTEL
CLEAR
LINTEL TYPE
LINTEL STEEL GRAVITY GRAVITY
UPLIFT UPLIFT
.ENGTH
SPM(
-'-- GRAVITY CAPACITY
CAPACITY
CAPACITY
CAPACITY
LENGTH
SPAN
-- ---- CAPACITY CAPACITY
CAPACITY CAPACITY
BOTTOM BAR TOP BAR CAPACITY (175L (0)5U
(1051. (I) -3U
1175L (I)5U
(I15L (275U
BOTTOM BAR TOP BAR (0)5L (I)5U (051. [17511
(051. (1751 (I75L (2)511
3.8 -T_..-._ CAST _._.. ,. _._ ..--1212 36® -- 69.--..,._T. .__ 2234 -__.........x'234
-
3.8,_. _a`_._, CAST -JV.._._ (217 ZO...._.. "Im(613f6
9198 10'000
4.0'
1•B'
PRECAST
_....
(717 __.., (217 3651 10000
1440 10000
4'•0 Z'-8' _ ,PRECAST (2)4 (2)12 1131 _,- 1425 1425 _ 1863 1863_
4'•2'
2'-10'
PRECAST..._
(2)-2 (2)4,.,_.6_._ 1320
1310
nil
4-Z'
4'-4'
T-10'
3'-0'
PRECAST_._
PRECAST
12)9 (L-2 .-__. 3 9256
!2)12 (217 300 08 BOfi3
_...6143-- 100(90
6139 9566
.. __. _
4'•4' 3'-0' PRECAST (2) 7 (2) 7 %33 1 1 5730 1730 5% 596
3a,
$f20 -S-(1) X5/(1) #5 8/24-S-(1) X5/(1) #5
8(16-S-(1) #5/(1) #5
8/14-S-(1) #5/(1) C
3d'
3j•
13/16'
A R C H I T E C TS
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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tllltq
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$f20 -S-(1) X5/(1) #5 8/24-S-(1) X5/(1) #5
8(16-S-(1) #5/(1) #5
8/14-S-(1) #5/(1) C
3d'
3j•
13/16'
A R C H I T E C TS
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
8
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cc
sUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
LINTEL
PLAN
(LOTUS)
ARCHITECT -
STATE OF FLORIDA
(JUN 2 1
rDAT : 6Y20/18
sC :1/4"=1'-0"
s ET
5 C OF 9
6:7
!.:A
8
0
r
cc
sUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
LINTEL
PLAN
(LOTUS)
ARCHITECT -
STATE OF FLORIDA
(JUN 2 1
rDAT : 6Y20/18
sC :1/4"=1'-0"
s ET
5 C OF 9
1-1,4TERIALS
I. F'c 8' precast lintel - 4000 pal
2. F'c prestressed lintel = 6000 psi
3. Grout per A5TM C416 F'g - 3000 psi w/
maximum 3/8 inch aggregate t 8 to II inch
slump
4. Concrete Masonry Units (CMU) per A5TM
CS0 w/minimum net area compressive
Strength - 11300 psi
5. Rebar per ASTM 4615 grade 60
6. Prestressing strand per A5TM 4416 grade
2-10 low relaxation
r
1. Mortar rA TMG2�0t eMo S
e 5
p yp
GE.NER,4L NOTE5
I. Provide full mortar bed and head joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the
architectural and/or structural documents.
4. U -Lintels are manufactured with 5 1/2' long
notches at the ends to accommodate vertical
cell reinforcing and grouting.
5. Reference the CAST -CRETE Load Deflection
Graph brochure for Ilntel deflection information.
6. Bottom Field added rebar to be located a the
bottom of the lintel cavity.
1 x/32' diameter wire stirrups are welded to the
bottom steel For mechanical anchorage.
8. Gast -In-place concrete may be provided In
composite lintel in lieu of concrete masonry units
^s RETS'
LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
91-4'
5R3 HT.
COMMENTS
L-1
I7'-4'
M6-15AT
PRESTRESSED
L-2
4'-6'
SWU-05AT
RECESSED
L -2A
9'-4'
SF16-15AT
IX10
L-3
4'-6'
OM-05AT
j° •
L -3A
4'-6'
8FW-M4T
O
L-313
4'-6'
8F16 -MAT
3'-b' TO 4'-4' (PRECAST)
L-4
7'-6'
SFW -SAT
L-5
'1'-6'
8FW-15AT
151
EXTERIOR MASONRY
WALL 5R3. HEIGWTS
9'-4' BRCS.
LOAD 5%. WALL
NON -5% -WALL
9. Safe load rating based on rational design
analysis per AGI 315 and AGI 530
10. The exterior surface of lintels Installed in
exterior concrete masonry walls shall have a
coating of stucco applied in accordance
with ASTM G-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 equatior:
A , AppLied horizontal load
< 1.0
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 IIntel. See detail at right:
F'm-1500pal
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
REINFORCED CMU FULL
COURSE
X1/2' GLR TYP
4
\-.(2) 05 REBAR
GP40 or GR60
9'-4' CLG"
II
MUD ROOM
9'-4' CLG.
5,4FE L041D TABLE NOTES
1. All values based on minimum 4 inch
nominal bearing. Exception: Safe loads for unfilled
lintels must be reduced by 20% if bearing length Is
less than 6 1/2 Inches,
2. N.R. - Not Rated
3. Safe loads are superimpoaed allowable loads.
4. Safe loads based on grade 40 or grade 60 field
rebar.
5. On 01 rebar ma substituted for rebar8
One y be sub u o two "5
In 8' lintels only
6. The designer may evaluate concentrated loads
fromIn
the safe load tables b calculat the
y 9
maximum resisting moment and sheer at d -away from
face of support.
(2) 25 -SH
GREAT ROOM
9'-4' CLG.
KITCHEN
9'-4' CLG.
2 CAR GARAGE
9'-4' CLG.
I6'-0' X 1'-0' OI_W
-
LINTEL PLAN
SCALE: 1/4 - I' -m'
-I. For composite lintel heights not shown, use safe
load from next lower height shown.
8. For lintels lengths not shown, use safe load From
next longest length shown
13. 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 typo 8F32 -I15 safe
gravlty load = 64-12(s, w/ 15% reductica 64'12
(.85) = 5501 PIF
ELEVATION 'K'
7�`FE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
—QUANTITY OF 05 REBAR AT
BOTTOM OF LINTEL GAVITY
QUANTITY OF 65
REBAR AT TOP
LNOMINAL HEIGHT
NOMINAL WIDTH
PDR
V-4' (LCs.
FOYER
9'-4' CLG.
L-2 ENTRY
9'-4' CLG.
05 REBAR AT TOP
MIN. (1) REQ'D
° 1-1/2" CLEAR
U
Ul
UPLIFT
Q
LATERAL
OVERALLLINTEL LENGTH
(TYPE OF LINTEL)
OFO-IT
8FI2•IT
OFI6-IT
i0
�
Z
BF28-IT
8F32 -IT
IX10
SF8
RCMu
905
j° •
2655
GROUT
_
O
6137
1001
3'-b' TO 4'-4' (PRECAST)
Z
2'-8' TO 3'-6' (PRECAST)
158
151
REBAR AT BOTTOM
1025
1024
163
• •
- 1363 2305 3060 3519 4510 5375 6019
9'-l' 70 4'-0' (PRECAST) 165
OF LINTEL CAVITY
4'-1' TO 4'-6' (PRECAST)
ACTUAL
BOTTOM REINFORCING
PROVIDED IN LINTEL
2107
9915
(VARIES)
8" NOMINAL WIDTH
5319
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT &LATERAL LOADS
8"PRECAST U -LINTELS SAFE LOADS (LBS/FT)
RAPP I nAnA (I FSR/FT) R"PP?FC.AA7 II -1 INITFI R
cAe*s
1
UPLIFT
LATERAL
OVERALLLINTEL LENGTH
(TYPE OF LINTEL)
OFO-IT
8FI2•IT
OFI6-IT
8F10 -IT
BF74-IT
BF28-IT
8F32 -IT
IX10
SF8
RCMu
905
1569
2655
3574
4394
5263
6137
1001
3'-b' TO 4'-4' (PRECAST)
2'-8' TO 3'-6' (PRECAST)
158
151
1164
1025
1024
163
1598
- 1363 2305 3060 3519 4510 5375 6019
9'-l' 70 4'-0' (PRECAST) 165
1309
4'-1' TO 4'-6' (PRECAST)
1201
7040
2107
9915
4043
4111
5319
592
591
1013
4'-1' TO 5'-4' (PRECAST)
1016
1115
7716
1898
5399
9%I
4672
411
411
339
143
616
909 1061 7060 7D99 3101 9670 4193
5'-5' TO D'-10' lPRECAOT) 940
5' -II' TO b'-6' (PRECAST)
895
1401
1868
1 7379
2190
3751
9112
501
121
534
490
363
171 1065 1624 1 2075 2476 7871 9178
6'-1' TO 1'-6' (PRECAST) 424
301
091
108
1136
1414
1815
751
1900
2819
-
-
I' -I' TO S'-4'(PRECAST)
5'-11' TO 6'-8' (PRECAST)
326
517
230
9'-5' t0 10'-6' (PRECAST)
530
515
916
lies
1461
1136
7011
764
401
180
10'•1' TO 11'-4' (PRECAST)
414
504
800
1091
1214
IDIS
nD9
160
AM
194
II' -5' TO 12'-0 (PRECAST)
410
458
124
938
153
1369
1585
244
402
131
12'-I' TO 13'-4' (I-REGA6T)
416
986
601
185
964
II43
1323
211
324
110
384 350 560 124 889 10D4 1270
13'-5' TO 14'-0' (PRECAST)
705
793
100
239
334
520
612
625
918
1191
14'-1' t0 14'-8' (PRESTRESSED)
NR
204
IN
f
14'-9' TO 15'-4' (PREBTRES5E0)
224
313
486
671
169
911
1004
NR
299
83
15'•5' TO Il' -4' (PRESTRESSED)
187
263
1 405
521
638
156
819
NR
194
64
I' -b' TO 19'-4' (PRESTRESSED)
162
779
948
i41
541
641
141
NR
148
52
19'•5' TO 11'-4' (PRESTRESSED)
142
204
301
393
460
568
655
NR
175
47
21'-W TO 22'-0' (PRE9TREOSED)
131
191
290
319
467
046
630
NR
40
116
22 •1' TO 74'-0' (FIMSTRESBED)
124
119
1 261
947
416
492
D61
NR
91
90
5" PRECAST W/2' RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT)
8"PRECA51' 111/2"RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT)
4"-4-6-
1
UPL IFT
OVERALL LINTEL LENGTI�
(TYPE OF LINTEL)
SW& -IT
01 10-17
SWl4-IT
9WIS-IT MM -IT 8RF26-IT 8W30 -IT
SAV6
owl,
RCM
905
1 1668
2362
3056 1 3151
4445
5140
3'-b' TO 4'-4' (PRECAST)
158
151
1164
4'-5' TO 4'-6' (PRECAST)
561
1604
2212
2939 3601
4215
4943
694
693
1013
T
615
1269
1191
2326 1 2864
3982
3911
4'-1' TO 5'-0' (PRECAST)
408
401
655
655 1201 1146 1259 2133 3206 3199
5'-9' TO D'-10' (PRECAST)
301
381
616
510
we
530
1900 2479
2819
3329
5'-11' TO 6'-8' (PRECAST)
595
188
464
506
142
1364
1165 2166
2561
2968
6'-9' TO l'-6' (PRECAST)
909
614
363
395
466
BB4
1227540
1809
750
1'-7 TO 9'-0' (PRE CA071
310
490
214
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
LINTEL
PLAN
(CAST -CRETE)
ARCHITECT-
STATE OF FLORIDA
JUN 2 1
DAT .: 6/20/18
SC :1/4"=1'-0"
SHEET
5DOF9
\000000000
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
LINTEL
PLAN
(CAST -CRETE)
ARCHITECT-
STATE OF FLORIDA
JUN 2 1
DAT .: 6/20/18
SC :1/4"=1'-0"
SHEET
5DOF9
W-4' CLG.
PATIO
6080 SGD (2) 25 -SH
L-5 L-4
GREAT ROOM
9'-4' CLG.
KITCHEN
MUD ROOM I 9'-4' CLG.
9'-4' CLG.
_ I I
2 CAR GARAGE
9'-4' CLG.
16'-0' X 1'-0' NIX,
L-1
LINTEL PLAN
SCALE: 1/4 - I'-0' ELEVATION 'K'
PDR
9'-4' CLG.
FOYER
9'-4' CLG.
mm
I filml E*T*
L-2 ENTRY L_3
V-4' MG.
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS
LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT
LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITYCAPACITY
(0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U
(1)#5L (1)#5U
DETAIL'U' DETAIL'V' DETAIL'W'
DETAIL'U' &'V'
2'-10"
Y-6"
PRECAST
(2) D4.5 WIRE
2 No. 3_
10000 10000
10000
10000
3'-6"
7-2"
PRECAST
(2) D4.5 WIRE
(2 No. 3 -
10000 - 10000
10000
10000
4'-0"
10000
10000
2'-8"
PRECAST
(2) D4.5 WIRE
2 No. 3
10000 10000
4'-6"
3'-2"
PRECAST
PRECAST
(2) D4.5 WIRE
-
2 No. 3
10000__ 10000
10000
10000
10000
4'-8" ,
3'-4"
(2) D4.5 WIRE
(2) D4.5 WIRE_
f2 No. 3
2 No. 3
9576 10000
-
10000
5-4"
4'4"
PRECAST
-.
7009 10000
10000
10000
2 No. 3
- 5700 10000
10000
_5 10"
4-6'
PRECAST
(2) D4.5 WIRE
_ 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
2) No. 4
5748 10000
-_5473 _ 9564
4978 8706
4546 7957
6723
6402_
10000
10000
7'-8"
6'-4"
PRECAST
(2) D4.5 WIRE
8'-0"
6'-8"
PRECAST
(2) D4.5 WIRE
2 No. 4
5824
10000
8'-4"
7'-0"
PRECAST _
(2) D4.5 WIRE
(2N) o. 4 _
5320„
10000 __-
9'-4"
8'-0" _
PRECAST
(2) D4.5 WIRE
2)_No. 4
3536 6205.
4141
7410
10'-6"
9'-2"
PRECAST
(2) 54.5 WIRE
2 No. 4
2725 4798
_ 3194
5322
11'4"
(2 No. 5
_
4424
10'-0"
PRECAST
(2) No. 3
3615 5348
2699
12'-0"
10'-8"
PRECAST
(2) No. 3
2 No. 5
3191 3670
2919 3369
2379
3894
12'-6"
11'-2"
PRECAST
(2) No. 3
(2) No. 5
2174
3572
13'-4"
12'-0"
PRECAST
(2) No. 3
2 No: S
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
4401
4'-2"
4'-4"
PRESTRESSED
2'-6"
2'-8"
PRECAST
(2) D4.5 WIRE
1666
2702
154"
14'-0"
(2) No. 3
(2) 7/16 strand +
3031 3031
_._...
3607
_.
_..._(2)
(2) No. 3
No. 4
3'-0"
PRECAST
2210
174"
16-0
PRESTRESSED
(2) 7/16 strand +"
2346 2346
1290
4'-4"
4'-0"
5-0"
PRECAST
PRECAST
PRECAST
PRECAST
(2) D4.5 WIRE
(2) No 4
1193
2290
2085
19'-4"
18'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1865 1865
1029
1869
1578
6'-4"
6'-0"
(2) D4.5 WIRE
(2) D4.5 WIRE
2f No.5
1409
1188
686
1267
903
20'-0"
18'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1737 1737
959
1778
21'-4"
20'-0"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
1516 1516
839
1620
20'-8"
PRESTRESSED
(2) No. 3
(2) 7/16 strand +
787
22'-0"
1420 1420
1551
-
-
5
(2) No. 3
-
-12)_No.
(2) 7/16 strand +
(2) No. 5
658
24'-0"
22'-8"
-
PRESTRESSED
1250 1250
..._ ._
1300
QUALITY PRECAST COMPANY
17!�� 'STRONG' ON SERVICE
P,O. Box 11 - Brandon Florlda 33509-0011
LINTEL
NO.
LENGTH
TYPE:
9'-4'
BRCS. HT.
COMMENTS
L -I
ll' -4'
8/36-6-MUKI L
PRESTRESSED
L-2
4'-6'
8/14 -6 -fl U ML
RECESSED
L -2A
8'-4'
8/16-6-MMUJL
PRECAST
L-3
4'-8'
8/16-6dUU/lOJL
7-8"
L -3A
4'-6'
8/16-6-lUUK01L
8'4"
9'4"
L-313
4'-6'
8/16-8-MLIK&L
PRECAST
L-4
i'-6'
8/16-S-liZl/l1JL
I V-4"
L -5
7'-8'
8/I6-S-1111/l1JL
10'-8"
11'-2"
EXTERIOR M45ONRY
WALL BRG. NEIGNT5
LOAD BRG. WALL
NON-BRG. WALL
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS
UPLIFT
LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT
LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY
(0) #51- (1)#5U
(0)#5L (1)#5 (1)#5L (1)#5 (1)#5L (1)45U (1)#5L (2)#5U
DETAIL'H' DETAIL'Y DETAIL'H' &'J' DETAIL W
3'-6"
2'-2"
PRECAST
4 0"
X-6"
X-8"
DO.OR
LINTEL STEEL
TOP WIRE /
BAR
LINTEL
STEEL
BOTTOM
BAR
_2'-8"
S-2"
3'-4"
_PRECAST
PRECAST
PRECAST
S-4"
4'-0"
PRECAST
5-10"
4'-6"
PRECAST
6'-6"
S-2"
PRECAST
7-6"
6'-2"
PRECAST
7-8"
6'-4"
6'-8"
PRECAST _
PRECAST
8'4"
9'4"
7'-0"
PRECAST
8'-0"
PRECAST
10'6"
9'-2"
PRECAST
I V-4"
10'-0"
PRECAST
12'-0"
12'-6"
14'-0"
14'-8"
164"
17'-4"
10'-8"
11'-2"
PRECAST
PRECAST_
12'-0"
_
PRECAST
PRECAST
12 -8"
13'-4"
PRESTRESSED
14'-0"
PRESTRESSED
PRESTRESSED
16-0"
19'-4"
18'-0"
PRESTRESSED
20'-0"
18'-8"
PRESTRESSED
21'-4"
22'-0"
20'-0"
20'-8"
PRESTRESSED
PRESTRESSED
24'-0" 22'-8" PRESTRESSED
LATERAL SAFE LOADS (PLF)
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
D4.5 WIRE
W
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
(2) No. 3
4
4
4
4
_12 No.4
_j2 No.5
-(2) No. 5 .--
(21 No. 5 -
_(2) No. 5 _
(2) 7/16 strand +
(2) No.4
(2) 7/16 strand +
(2) No. 4
(2) 7/16 strand +
-(21 No. 4
(2) 7/16 strand+
_(2 No.5
(2) 7/16 strand +
___J1 No. 5
(2) 7/16 strand +
-(2 No.5 _
(2) 7/16 strand +
2 No.5
-m- 7Y1 s rand +
1777
1568
1439
1354
1232
1149
1419
1291
993
1035
961
834
720
642
1149_
- 1419
1291
993
1035
91,1
6,54
720
642
5
760 -
850-
_775
600
478
446
390
366
306
10000
10000
10000
10000
7320
5641
4314
3183
3049_-
2811 -
2607
2139-
1766
1568
1347
1270
1084
936
872
763
716
599
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
3000 PSI GROUT - TOP LEG BARS:
(PLACED IN FIELD) (SEE SCHEDULE)
2' 2'
8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 261 393
GRAVITY & UPLIFT SAFE LOADS (PLF)
Tx32" RECESS DOOR HEADER
CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID
#5 (1) U (0) L SOLID
#5(1)U(0)L #5 (1)U(1)L #5(2)U(1)L
#5(1)_Y 1 L
DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV'-DETAIL'DW'
8"xT
DOOR
SIZE
RECESS_
LINTEL
TYPE
DO.OR
LINTEL STEEL
TOP WIRE /
BAR
LINTEL
STEEL
BOTTOM
BAR
HEADER
-.
LATERAL
PLAIN
DETAIL'DA'
SAFE LOAD
(TIED OR WELDED)
10000
BOTTOM BARS
10000
Tx8"
RECESS
DOOR
HEADER
PRECAST
(2) D4.5 WIRE
(2) No. 3
TOTAL
.ENGTH
CLEAR
SPAN
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
-
2-C
'
2'-4"
LINTEL TYPE
`'"
PRECAST
PRECAST
PRECAST
LINTEL STEEL TOP
WIRE/ BAR
(2) D4.5 WIRE
LINTEL
STEEL
BOTTOM
BAR
GRAVITY
SAFE LOAD
SOLID
#5 (I) U (1) L
UPLIFT SAFE
SOLID
#5 (1)
#511 U 1 L
LOAD
SOLID
PLAIN
-
SOLID
#5 (1) U (0) L
_--._
DETAIL'DB'
SOLID
- -
DETAIL'DB'
-
1790
-
-
3'-8"
-
4'-0"
4'-2"
---
4-4"
-- --
4'-8"
-.._
5'-8"
2'-4"
---
2'-8"
2'-10"
X-9'
3'-4"
2-0"
-
2'-4"
-
2'-6"
2'-8"
X-9'
PRECAST
-
(2) D4.5 WIRE
-
(2) No.3
-- -
(2) No. 3
1640
-------
1386
DETAIL DA'
DETAIL'DC'
2143
1801
DETAIL'DB & DC'
---=----
1753
1483
1376
DETAIL'DD'
-
3-8
'"
4'-0"
4'-2"
2-4'
-
(2) No. 3
1919
2143
1753
1483
PRECAST
(2) D4.5 WIRE
-
1410
2'$"
(2) D4.5 WIRE
(2) D4.5 WIRE
-
(2) No. 3
(2) No. 3
1597
1801
- ---
PRECAST
---
PRECAST
----
PRECAST
(2) D4.5 WIRE
(2) D4.5 WIRE
- ---
(2) No. 3
(2) No.3
-.-- -
1259
---
1259
2 10"
2'-6"
1473
1367
1668
1553
1668
1553
1376
1137
1137
4'-4"
3'-0"
2'-8"
3'-0"
PRECAST
PRECAST
PRECAST
2 D4.5 WIRE
I I
(2) No.3
1284
1284
- -
(2) D4.5 WIRE
-
(2) No. 3
--
929
929
4'-8"
3'-4"
(2) D4.5 WIRE
-
(2) D4.5 WIRE
(2) No. 3
1 194
1363
1363
1131
831
650
1131
_
4'-4"
-
___
4'-0"
_.._
PRECAST
(2) D4.5 WIRE
- ---
(2) D4.5 WIRE
- -
(2J D4.5 WIRE
(2) No.3
-_ _
559
. _
559
5'-8"
6'-8"
T$"
4'-4"
4'-0"
(2) No. 3
(2) No. 4
864
662
995
816
669
995
816
669
831
654
6'-8"
5'-4"
---
6'-4"
8'-4"
-
5'-0"
6'-0"
----
8'-0"
- -
PRECAST
---
PRECAST
(2) No.4
--
606
1097
5'-4"
5'-0"
-
PRECAST
-
PRECAST
_._.
(2) D4.5 WIRE
(2) D4.5 WIRE
T-8"
(2) No. 4
498
---
294
--- --
863
- ---
510
6'-4"
6'-0"
(2) No. 4
542
462
537
--
9'-8"
PRECAST
(2) D4.5 WIRE
-o..
121 No.
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
3000 PSI GROUT - TOP LEG BARS:
(PLACED IN FIELD) (SEE SCHEDULE)
2' 2'
8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 261 393
GRAVITY & UPLIFT SAFE LOADS (PLF)
Tx32" RECESS DOOR HEADER
CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID
#5 (1) U (0) L SOLID
#5(1)U(0)L #5 (1)U(1)L #5(2)U(1)L
#5(1)_Y 1 L
DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV'-DETAIL'DW'
-- (1) #5 CONTINUOUS REQ -D.
3'-8"
PER STRUCTURAL PLAN
r
7/32" STIRRUPS AT 4'-0" cc
'n
(TIED OR WELDED)
10000
BOTTOM BARS
10000
SEE SCHEDULE
- MIN- IN"
7C, -M
NOTES:
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL LINTEL SECTION_
PRECAST CONCRETE
3000 PSI GROUT - TOP LEG BARS:
(PLACED IN FIELD) (SEE SCHEDULE)
2' 2'
�- (1) #5 CONTINUOUS REQ -D.
PER STRUCTURAL PLAN
MI00 .-
-4cD 7/32" STIRRUPS AT 4'-0" cc
j� �`'1 (TIED OR WELDED)
BOTTOM BARS
7g,
NOTES: ' r
1. MINIMUM COVERAGE OF STEEL - 1.5"
2. MN. BEARING REQUIRED AT EA. END - 4"
3. STANDARD FOR REINF. STEEL - ASTM A615
TYPICAL RECESS DOOR HEADER SECTION
PRECAST CONCRETE
9'-8"
8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 489 261 393
GRAVITY & UPLIFT SAFE LOADS (PLF)
Tx32" RECESS DOOR HEADER
CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID
#5 (1) U (0) L SOLID
#5(1)U(0)L #5 (1)U(1)L #5(2)U(1)L
#5(1)_Y 1 L
DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV'-DETAIL'DW'
TOTAL
LENGTH
3'-8"
2'-4"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
10000
10000
10000
2'$"
2'4"
2'-6"
2'-8"
3'4"
PRECAST
(2) D4.5 WIRE
(2) No. 3
10000
9563
8654
7102
10000
10000
10000
10000
10000
10000
4'-2"
2'-10"
PRECAST
(2) D4.5 WIRE
(2) D4.5 WIRE
(2) No. 3
(2) No.3
(2) No.3
(2) No. 3
10000
4'4"
3'-0"
3'-4"
4'-4"
PRECAST
10000
10000
4'$"
5'-8"
PRECAST
(2) D4.5 WIRE
10000
9975
10000
10000
4'-0"
PRECAST
(2) D4.5 WIRE
4336
10000
6110
6'$" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4
7'-8" 6'-4" 6'-0" PRECAST (2) 04.5 WIRE (2) No.4
9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No . 4
GRAVITY & UPLIFT SAFE LOADS
8"x16" RECESS DOOR
5323 10000 4103 10000
3810 10000 2929 9691
2202 5434 1680 5174
(PLF)
HEADER
TOTAL
LENGTH
CLEAR
SPAN
DOOR
SIZE
LINTEL TYPE LINTEL STEEL TOP
WIRE/ BAR
LINTEL STEEL
BOTTOM BAR
GRAVITY SAFE LOAD
UPLIFT SAFE LOAD
SOLID
#5(1)U(0)L
SOLID
#5(1)U(1)L
DETAIL'DY
SOLID
#5(1)U(0)L
#5 1 U,(1 L
SOLID
#5(2)U(1)L
DETAIL'DH'
DETAIL'DH' &'DJ'
DETAIL'DK'
3'-8"
2'-4"
2'-0"
PRECAST (2) D4.5 WIRE
(2) No. 3
5713
10000
10000
10000
4'-0"
2'-8"
2'-4"
PRECAST (2) D4.5 WIRE
(2) No. 3
4511
10000
9686
10000
4'-2"
2'-10"
2'-6"
2'-8"
PRECAST (2) D4.5 WIRE
(2) No.3
4032
10000
8687
7835
9503
4'-4"
3'-0"
PRECAST (2) D4.5 WIRE
(2) No.3
(2) No.3
(2) No.3
3647
9133
8173
6382
3839
4'-8"
3'-4"
3'-0"
PRECAST (2) D4.5 WIRE
2990
1819
7025
6382
3839
5-9'
4'-4"
4'-0"
PRECAST (2) D4.5 WIRE
4139
6'-8"
5'-4"
5-0"
PRECAST (2) D4.5 WIRE
(2) No. 4
(2) No. 4
2976
2976
2676
2737
7'$"
6'-4"
6'-0"
PRECAST (2) D4.5 WIRE
2292
2292
1918
2121
9'-8"
8'•4"
8'-0"
PRECAST (2) D4.5 WIRE
(2) No. 4
1563
1563
1113
1455
GRAVITY & UPLIFT SAFE LOADS (PLF)
8"x12" RECESS DOOR HEADER
CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD
SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID
PLAIN #5 (1) U (0) L #5 (1) U (0) L #5 (2) U (1)
_ #5 Ll U 1 L
DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG'
TOTAL
LENGTH
3'-8"
74"
2'-0"
PRECAST
(2) D4.5 WIRE
(2) No.3
3764
6455
5637
5637
4'-0"
2'-8"
74"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2970
4965
4401
4401
4'-2"
4'-4"
2'-10"
Y-9'
2'-6"
2'-8"
PRECAST
(2) D4.5 WIRE
(2) No. 3
2654
2400
4449
4030
3965
3965
PRECAST
(2) D4.5 WIRE
(2) No. 3
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"
5-0"
PRECAST
PRECAST
PRECAST
PRECAST
(2) D4.5 WIRE
(2) No.3
1193
2290
2085
2085
6'-8"
7'-8"
5-4"
(2) D4.5 WIRE
(2) No. 4
1764
1763
1409
1578
1578
6'-4"
6'-0"
(2) D4.5 WIRE
(2) D4.5 WIRE
(2) No. 4
(2) No. 4
1409
1188
686
1267
903
9'-8"
8'-4"
8'-0"
1000
1000
A R C H I T E C TS
1441 N. RONALD RF-AGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
r
�
�III'll'I'I
\000000000
8UBDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PANE:
LINTEL
PLAN
(QUALITY
PRECAST)
ARCHITECT -
STATE OF FLORIDA
JUIN 2 1
DAT : 0/20/18
SC :1/4"=1'-0"
SKEET
5EOF 9
HEADER SPAN CHART
(HEADER SIZES PER CHART UN.O.)
SINGLE STORY APPLICATION
CONNECTOR SC1ETJYECONTROL DATE: 0T-01-15
CLEAR SPAN
SIMPSON USP
UP TO 5'-4'
DES.
UPLIFT GRAVITY DES.
UPLIFT
GRAVITY FASTENER
O
META -16
1450 NTA 16-18
1400
2800
(1) 1001 x 1 1/2' I -PLY, (6) 16d 2 -PLY, (U5P: (10) 10d X 1 1/2' - NO 1601 OPTION)
(2)META-16
1985
--..... -.__. (2)HTA 16 -IS
'900
(10) 10d x 11/2' I -PLT, (USP: (10) 10d x 1 1/2')
. ._. _....-
(14) Ibd 2 -PLY (JSP: NO 16d OPTION)
(9) 106 x 1 1/2' I -PLY, (B) Ibd 2 -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
HETA-16
"ETA -20
'BIO HTA 16
1615
'810 HTA 20
1615
(9) loci x 1 1/2' I -PLY, (B) 166 2 -1 -LY USP: (10) 1001 x 1 1/2', NO Ibd OPTION
(10) 10d x 1 1/2' 1 -PLY USP: (10) loci x 11/2'
(2) HETA-20
2035
... --' CZ) NTA -20
2500
31"10
(12) Ibd 2 -PLY - (U5P: NO Ibd OPTION)
_ Cl) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: BLK (5) 1/4' IUB, WOOD (16) lod
DETAL-20 (18) - 10d x 1 1/2, 1 PLY
LGT-2
DETAL-20
2150 LUGT-2
1915
2480 NO USP CONVERSION
FOR SIMPSON
,MGT +
NGT -2 •
3965 MUGT 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 1Od TO WOOD (USP: (28) lod TO WOOD)
10980 HUG7-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib) 10d TO WOOD (USP: WOOD (8) lod)
HGT-3
10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10ci TO WOOD (USP: WOOD (8) 10d)
3285 LUGT-3 5330 (12) 605 1/4'41/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL )USP: CONIC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25)
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO LPTA 1555 (10) 10d x 1-1/2' (U5P: (10) I0d x 1 1/2'
HALL
4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' ALR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-505 1/4'X3' TO WOOD
1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-805 1/4'x3' / 2 PLY
LGT3-SDS25
LTA2
VGT
!2) VGT
MT5-12
loco MTV) 12
1595
(14) 10d x 1 1/2' (USP: (14) 10d x 1 IQ', (14) 10d)
(I6) 10d x 1 IQ' (USP: (16) 10d x 1 1/2', Or.) low
(24) 10ci x 1 1/2' (UBP: (24) 10d x 1 1/1', (20) 10d)
HTS -16
1150 HTW 16
1660
HTS -20
1450 HTW 20
2045
N
HTS -24
1450 HTW 24
925 LSTA 12
2045
(24) 10d x 1 1/2' (U$P: (24) 106 x 1 1/2', (20) 10d)
-__ (10) lod U5P: (10) lod
(14) 1001 USP (14) 10d
(14) lod U5P: (14) 10d
LSTA-12
L5TA-18 •
MSTA-IB +
9'10
1360
1315
1150
1235 L5TA 18
1315 META -18
MSTA-24 -
1640 MSTA-24
(18) loci U5P: (18) 106
Q_.__-
F-
M5TA-30 -
2050 MSTA-30
2140
2525
(22) loci USP: (22) loci
(26)loci U5P (26)1001
- (36) lod x 11/2' USP (36) 106 x 1 1/2'
(48) 106 x 1 1/2' UBP. (48) 10d x 1 1/2'
(8) 8d TO PLATES, (8) Sd TO STUDS (USP: (16) 8d x 1 IR', (16) 8d)
M5TA-36 +
MSTI-36
MSTI-48
_.__...__..
2050 MSTA-36
3800 KSTI 236
3090
4250
1595
_
5065 KTSI 248
46
950 LFTA 6
SP4
585 SPT 4
945
(6) 10d x 1 1/1' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
(4) 8d x 1 1/2' TO BEAM, (4) 801 x 1 1/2' TO POST. USP: (4) Sd x 1 1/1' TO BEAM (4) 801 x 1 1/2' TO POST,
A34
395 MP 34
410
HCP2
645 HHCP 2
1340 RT 16A
1010
2180
(12) 10d x 1 IR' USP. (I0) 10d x 1 1/2' TO TRUSS, (10) l0d X 1 1/2 TO PLATE
HIDA
_ _
(18) I0d x 1 1/2' USP: 09) 10d x 1 1/2' TO TRUSS (8) 10d X 1 1/2' TO PLATE
VGT 4 HDU4
vGT . HD15
4565 PND 4A
4940 TDX 10
4535
5110
(Ir.) -SPS 1/4'x3' TO WOOD, 00) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUT8/WASHER/2 PLY
USP: 5/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
(16)-SD6 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/1PLY
USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
0
(,
Z
Q
ABU 44
2200 PAU 44
2535
2535
I 205
6115 (U 5/8' A.T.R, IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME A5 SIMPSON
(1)5/8'H H H OXY (MIN. l' .) IN GONG CI JI T
I3BIBAT.R IN IG STRENGTH EP EMBED 2 601 O WOOD SAME A9 SIMPSON
A 66
BU
LTTI9 •+•
.6665
2300 120 PAU 66
00USP:
I
1340 LTS 9
(1) 3/4 AT IN HIGH STRENGTH EPDXY (MIN. 1 EMBED.) IN CONC. (8)10d TO WOOD
R E UBP: SAME A5 SIMPSON
LTT205 •••
HTT4
1500 LTS 205
-
Ilo5
4465
(U 1/2' ATR IN HIGH STRENGTH EPDXY, (MIN. 1 EMBED.) IN CONC., (10)1001 TO WOOD
UBP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1001, (10) 1001 x I I/2', 2-1/2'
l U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN GONG, (IB) 5D90 X 1 1/2' (USP: (20) 1601 X 2-1/2')
USP HAS MORE NAIL OPTIONS (20) 10d, (20) 1Od x 11/2', (20) Ibd x 2 I/2'
(1) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 1 EMBED,) IN CONIC., (26) Ibd X 2 1/2 (UBP (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS; (28) IOd, (26) 10d x 1-1/2', (20) Ibd x 2 1/2'
4455 HTT45
HTT5
5090 HTT45
5430
NHpQII-6D9 2.5.
11,810 UPHD 11
12090
!) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) 5D$YV x A' WOOD SCREW$ (USP; (24) W53 WOOD 5CREW$)
- . _ _.-- -- _-.. _-__ .__- _
(I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/8' BOLTS)
WD75
_ _
6645 TDX 10
_
5110
V)
Li
U
Z
Q
=
MBNA 356/1125
3415 5330 NFM35XI2U
... ..._ __...._.......
3165
-.__-.
SIMPSON! (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4'
A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, 08)10d TO BEAM
1130 USP: (U 1/2'J -BOLT W/ MIN MUM b: EMBED.. NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA I%
RAMSET/REDHEAD OYNA BOLT SLEEVE ANCHOR OR EQ, W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
_,...,.. _(14) 10d AT J016T.-.
_.._.-...
HUSC412 (WOOD)
2660 (FLR)
3635 -- HUS41 IF
3265 (ROOF)
3060-
2530 (FLR)
- CI0) I601 TO HEADER (1 0) I d TO WOOD USP: SAME A9 SIMPSON
3225 (ROOF)
3115 (18)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1001 TO WOOD. (USP: (18) 1/4' x 3' W53 SCREWS, (10) 1001 TO WOOD.
3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD; (USP: Na? 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD
3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U5P: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD
- _
LGUM26-2-805 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD
HUC410 (CMU)
(CMU)
1810 5085 HD410 IF
1905
1905
1810 5085 H0210 -21F
[��4UC210-2
HUC2l0-3 (CMU)
1810 4000 HD210-31F
1430 5595 NO USP CONVERSION
1905
FOR SIMPSON
_
LGUM26-2-SD5
HIGH STRENGTH EPDXY . SIMPSON 'SET EPOxY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITUTING FOR 51MiLAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
• WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
+ 1Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
w
F-
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
IS USED,
WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLE66 STEEL FASTENERS. WHEN USING ZMAX / HOG 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-RE815TANT CONSTRUCTION G-HW09, AND ANCHORING . FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
C-5AS-2012.
HEADER SPAN CHART
(HEADER SIZES PER CHART UN.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-4'
DBL 2 x 8
5'-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
DBL 2 x 12
10'-O' AND OVER
TWO STORY APPLICATION DOWN STAIRS
S1_
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
D15L2x8
W-O'TOV-4'
D15L2x10
111 TO V-0'
DBL 2 x 12
W-0' AND OVER
19 2x12
(42 SYP)
1/16' OSB
(TYP.)
NAIL (3) 12d • 11 O.C.
TYP, 2x12 BM.ZHDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
8'-0'
UN.O.
4'-11 1/2'
1'-I1 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
I
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, 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
EXTERIOR MASONRY
WALL DR3. HEIWTS
131 4' 511
LOAD BRCS. WALL
NON -Biagi. WALL
PRE -ENG INEERED
FLOOR TRUSS
EXTEND SHEATHING TO
BLOCK
PROVIDE FLASHING
2x6 LEDGER SECURED
W/ 1/4' x 4' LAG BOLT
W/ 2' DIA. WASHER a 24'
O.C. MAX (2x(o
BLOCKING AS REQ'D)
LSU -26
A.FF.
2X6 SUBFASCIA
LU526 W/ (4) 106's
TO LEDGER AND (2) 10d's
TO 2x6 FRAMING MEMBER
OVERHANG DETAIL
SCALE: 1/2' = 1'-0'
C
ir
I II
I II
II II II II II II II II II II II II II II I
I) II II II II II II II II I
I
II II II II
II II II
II II II II II II II II II II II
_ II I) II II I II II II II �y
I II
II II II II
II II II II II I II II II
7 II II I II II II II II II r
II II II II II
I II
_ II II II II
II II II
II II II II II II II II II II II
II II I) II II I) II II II
II II II II
II I) II II
I I I I I I I I TRUSS TO 4X6 I I I I I I I
I(
y,HTT-4
PO I I I I I I (I POST (TOS AB
II II I) II I
II II II II I I II
LBW ._LL�._i L I I _. i. ___j1 __�L _ 1� __1L _
FG02 C C O
FL05 _
- - �
L---------- �%
FL05 w IQ O _
------ _ _ = N FL10
N x
all
TL &r - - - ------
U
- - DBL. STUD
_ _ _ _ _ _ _
FLO3 cn
FL03 - - - - - - - - - -
II
FL03 = _ _ _ _=4=: ME
FLOC --- 11 -------- - -^1
2X6 LEDGER TO _ _ FL12GE _
FLOC _ _ _ _ TRUSS W/ 3/8'X4' i I^ - - - -- --
LAG SCREWS a 16"
FLOC O.C. MAX
CJ1A
(2) META -16 FL01
- - - - - - - (2) META -16 1Q 4 Q 4 'SL3
---------------------------- ui
3 I - FG01 --
-MEOW=MEN� - - - - - 1
CJ1A
_-_-_-.-- _.......__._ CJIA
8
C4 C14 C14 C*4 C14 C4 C4 C4
FIRST FLOOR FRAMING PLAN
SCALE: 1/4 = 1'-0'
ELEVATION 'K'
IJ
A R C N I T E C T S
Design
Group Inc.
.L".L 14. RVIYALV KCAUAN OLVIIJ.
LONGWOOD, FL 32750
PH: 407-7746078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
8U133DIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
DAODEL-
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
FIRST
FLOOR
FRAMING
PLAN
ARCHITECT -
STATE OF FLORIDA
JUN Z
DA#Ej 6/20/18
SOA1.1ir 1/4"=1'-0"
X0000000001
8U133DIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
DAODEL-
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
FIRST
FLOOR
FRAMING
PLAN
ARCHITECT -
STATE OF FLORIDA
JUN Z
DA#Ej 6/20/18
SOA1.1ir 1/4"=1'-0"
C
ER SPAN CHART
SIZES PER CHART, U.N.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
CONNECTOR SJHEDJLE ICONTROL DATE: ml -®I-5
UP TO 5'-4'
SIMPSON
W-4' TO 1'-0'
USP
1'-0' TO 10'-0'
05L 2 x 12
10'-0' AND OVER
DES.
UPLIFT
GRAVITY DES.
UPLIFT
GRAVITY
FASTENER
W-O'TOW-4'
META -16
1450
HTA 16-18
1400
AT EACH END OF HEADER
(1) 10d x 1 1/2' I -PLY, (6) Ibd 2 -PLY, (U9P: 00) led x 1 1/2' - NO 166 OPTION)
u n u II
(2) META -I6
1985
--
-- (2) HTA 16-18
2B0e
II II
(10) 106 x 1 IR' I -PLY, (USP. loci x I IQ')
-.
-Cle)
-- -- - - --- -
(14) 16d 2 -PLT (USP: NO 16d OPTION)
CAW/
_ = II 11
1900
1010
HTA 16
1615
-
Iu II
L
(9) 100 x 1 1/2' I -PLY, (6) Ibd 2 -PLY USP: (10) led x 1 1/2', NO 160 OPTION
HETA-16
A401
HETA-20
1810
NTA 20
1615
MSTA-18
POST TO 4X4 BLKG• W/
(9) led x 1 1/2' I -PLY, (B) 16d 2 -PLY USP: (10) led x 1 IR', NO Ibd OPTION
(2) HETA-20
3110
x1?(1)
(10) led x 1 1/2' I -PLY USP: (10) led x 1 1/2'
(12) 166 2 -PLY (USP: NO Ibd OPTION)
}
Z
2035
-.. _._ (2) HTA-20
2500
LGT-2
2150
LWT -2
1915
0
(1) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: BLK (5) 1/4' WB, WOOD (I6) led
2480
NO USP CONVERSION
FOR SIMPSON
V)
DETAL-20
DETAL-20
(18) - led x 1 1/2, 1 PLY
MGT
3965
MUGT 4000
(1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) led TO WOOD)
H6T-2
10980
HUGT-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), Or.) led TO WOOD (USP: WOOD (B) ed)
HGT-3
10530
HUGT-3
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib) led TO WOOD (USP: WOOD (8) 10d)
LGT3-5D52286
3285
LWT -3
5330
(12) SDS 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W625)
_ = w
1210 PARALLEL TO WALL
LTA2
1425 PERPENDICULAR TO LPTA
1555
(10) led x 1-1/2' (USP: (10) 100 x 1 1/2'
A05
WALL
VGT
4940
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-809 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) 1Od x 11/2' (U9P: (14) 10d x 1 IR', (14) 10d)
N
1660
(16) led x 1 1/2' CUSP: (16) loci x 1 1/2', (16) led)
HT5-I6
1150 HTW I6
HT5-20
1450
HTW 20
2045
(24) led x 1 1/2' (USP: (24) led x 1 1/2', (20) I0d)
HTS -24
1450
HTW 24
2045
(24) 106 x 1 1/2' (USP: (24) led x 1 I/2', (20) 10d)
LSTA-12 ++
925
LSTA 12
910
(10) led USP: (10) led
LSTA-18 •
1235
LSTA 18
1360
NA) led USP: (14) led
MSTA-IB +
1315
MSTA-18
1315
(14) led USP: (14) led
MSTA-24 +•
1640
MSTA-24
N
1150
(IB) 106 USP: (I8) loci
MSTA-30 +.
2050
MSTA-30
..
2140
(22) led USPj (22) 106
MSTA-36 ..
2525
(26) loci USP. (26) led
2050 "TSTA -36
3800
KBTI 236
F--
MSTI 36
3090
(36) led x 1 1/2' USP (36) loci x 1 1/2'
MSTI-48
5065
K791 248
4250
(48) led x 1 IR' U9P: (48) 10d x 1 I/2'
H6
950
FTA 6
1595
(8) Sci TO PLATES (B) 8d TO STUDS (USP: (16) ad x 1 1/2', (16) 6d)
SP4
945
(6) led x 1 1/2' TO STUDS USP: (6) loci x 1 1/2' TO STUDS
885 SPT 4
A34
395
MP 34
410
(4) 5d x 1 I/2' TO BEAM, (4) 6d x 11/2' TO POST U9P: (4) 8d x 1 1/2' TO BEAM, (4) 6d x I I/2' TO POST.
4 jk
HCP2
645
HHCP 2
1010
(12) led x I I/2' USP: (10) led x 1 1/2' TO TRUSS, (10) led X 1 1/2' TO PLATE
H1014
1340
_
RT 16A
2150
(18) led x 1 1/2' USP; (9) led x 1 1/2' TO TRUSS, (8) led X 1 1/2" TO PLATE
VGT 4 HDU4
4565
PHD 4A
4535
(16) SD6 1/4'x3' TO WOOD, 1101 BDS 1/4'x2 1/2'W/ THREADED ROD, (2) NUTS/WABHER/2 PLY
USP. 5/9ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (10) WSW WOOD SCREWS
_.. ._ ._.. ...._. ..... _.... .
DBL. STUD
VGT 4 HD15
4940
TDX 10
5110
(16)-908 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 4
2535 6115
(l) 5/5' A,T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12) ISO! TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000 6
2535 13815
(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)16d TO WOOD USP: SAME A5 SIMPSON
LTTI9 +•
1340
F
1205
(I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (8)10d TO WOOD USP= SAME AS SIMP60N
O
1105
4465
(1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., 00)10d TO WOOD
USP: 3/4' ATR MIN 1' EMBED SET IN NIGH STRENGTH EPDXY, (10) led, (10) led x 1 1/2', 2-1/2'
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (I8) 80-10 X 1 1/2' (USP: (20) l6d X 2 -IR')
USP HAS MORE NAIL OPTIONS: (20) IOd, (20) led x 1-1/2', (20) *d x 2 1/2'
LTT205 +++
HTT4
1500 5
4455
Z
Q
HTTS
5090
HTT45
5430
lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONIC., (26) 16d X 2 1/2' (USP: (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (28) 106, (28) led x I -I/2', (20) 16d x 2 1/2'
12090
(U I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CCNC., (24) 9D5 ys' x 215' WOOD 9CREWlS CUSP= (24) W83 01000 SGREW5)
HHDQII-SDS 2.5+
11,810
UPHD 11
5110
(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (3) 3/4' 5TUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
1-1015
6645 TDX 10
SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, CU 3/4'
A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMA1. FACE, (18NOd TO BEAM
MBNA 3.56/11.25
3415
5330 NFM35XI2U
3165 1130
USP: (V 1/2' J -BOLT W/ MINIMUM 6, EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW
N
Li.l
U`
3635
2660 (FLR)
---- HU54121F
3265 (ROOF)
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE.
1ST - --
HUSC412 (WOOD)
2530 (FLR)
3060 _ _
3225 (ROOF)
(10) Ibd TO HEADER (Ie) Ibd TO WOOD USP: SAME AS SIMPSON
Q
=
_1905 3115
--------._..
1905 3115
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, /10) led TO WOOD.
__._.. _. ..
(I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU (10) led TO WOOD: (USP: (18) 1/4 x 3' WS3 $CREW$, (10) 10d TO WOOD
HUC410 (CMU)
1810 5085 HD410 IF
---._. .---
1810 5085 H0210 -21F
.-_.__.-
HUC210-2
.(CMU)
PUC210-3 (CMU)
1810
4000 HD210-31F
1905 3115
(18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: 08) 1/4' x 3' W53 SCREWS, (10) led TO WOOD
LGUM26-2-605
1430
5595 NO USP CONVERSION
FOR SIMPSON LGUM26-2-SDS.
(4) 3/B' x 4' TITEN HD ANCHOR$ (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SD6 SCREWS TO WOOD
HIGH STRENGTH EPDXY . 5IMP50N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 19 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT,
++ led COMMON NAILS CAN BE SUBSTITUTED WITH led x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
+•+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
W
II—
A.T.R. - A-301 ALL THREAD ROD (SIZE,
PROTECTION TYPE, LENGTH, ETC.
VARIES)
OBECAUSE
OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
15 USED,
WHEN USING STAINLESS STEEL CONNECTORS, USE BTAINLE68 STEEL FASTENERS. WHEN USING ZMAX / HOG 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 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
C -9A9-2012.
C
ER SPAN CHART
SIZES PER CHART, U.N.O.)
SINGLE STORY APPLICATION
SIZE
CLEAR SPAN
05L 2 x 6
UP TO 5'-4'
DBL 2 x 8
W-4' TO 1'-0'
DBL 2 x 10
1'-0' TO 10'-0'
05L 2 x 12
10'-0' AND OVER
TWO STORY APPLICATION DOWN STAIRS
SIZE
CLEAR SPAN
DBL 2 x 6
UP TO 5'-0'
DBL2x8
W-O'TOW-4'
DBL 2 x 10
6'-4' TO 8'-0'
DBL 2 x 12
W-0' AND OVER
2x12
(n SYP)
VIS' OSB
(TYPa
NAIL (3) 12d • W-8' O.C.
TYP. 2x12 BM : ZHDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
W-0' TO
8'-0'
U.N.O.
4'-11 1/2'
1'-11 1/2'
AND UP
NUMBER OF HEADER STUDS
II II II II
II II II II
If
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
CJ3
AT EACH END OF HEADER
1
u n u II
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META -16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOPFLOOR 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
1
05
CA In
_
Cil
II II II I
II II II II
II II II II
If
(2) 2X8 Sym HDR W/
II II I
II II II II
II II II II
4X4 POST UNDER
CJ3
= II u I
u u u u
u n u II
-
TRW A01
II I11--
II II
II II II
SS
TRTO HDR
CAW/
_ = II 11
I II
MTS -12
�_
-
Iu II
L
II I
HDR t0 4X4 "T W/
A401
_ _
- -
_ _ _lL� L _
.IL.�I
=1L� -
-
MSTA-18
POST TO 4X4 BLKG• W/
x1?(1)
MSTA-30
POST OR BLKG. TO CMU
A02
= _ _ _
-_ _ -_ _
F__30(22'
(22'
_
W/ NTT -4
I I
I ACCESS I
A03
A04
A05
A05
\OODODOODOJ
A05
= _ _ _
_ = w
A05
A05
N
A04
A03
TR1SS TO 4X4 POST
W/ (2) MTS -12
A02
= _ _
_ _ _ _
_ _
_
POST TO 4X4 BLKG.
W/ (1) MSTA-30
A�
POST OR BLKG. TO
CMU W/ HTT-4
504
504
4 jk
Ir
n
II
502
�~
DBL. STUD
TT_ I
cis
GJ5 D5
CJ3
IIII II II II II II LINE OF IST FLOOR BELOW
Cil II II II II II II I _. II II Cil
1
Cq ID r r r
I LINE OF IST FLOOR BELOW 1
D5 05
.:�
Cil
CJ3
CJs
CJs
CJ3
CJI
TRUSS TO 04 POST
W/ (2) MTS -12
POST TO 4X4 BLKG.
W/ (U MSTA-30
POST OR BLKG. TO
CMU W/ HTT-4
TRUSS TO 4X8 POST
W/ (2) MTS -12
POST TO CMU W/
HTT-4
SECOND FLOOR ROOF FRAMING PLAN
SCALE: 1/4 = I'-0'
ELEVATION 'K'
A R C H IT E C T S
DesoinGrou��.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-0078
www.abdesigngroup.com
AA #: 0003325
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
SECOND
FLOOR
ROOF
FRAMING
PLAN
ARCHITECT.
STATE Of: FLORIDA
JUIN 2 1
DA : (6/20/18
8 r:1/4"=1'-0"
SHEET
7 or 9
\OODODOODOJ
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
SECOND
FLOOR
ROOF
FRAMING
PLAN
ARCHITECT.
STATE Of: FLORIDA
JUIN 2 1
DA : (6/20/18
8 r:1/4"=1'-0"
SHEET
7 or 9
2x STUDS PER GENERAL NOTES SHEET
(GN), SECTION TIMBER, NOTE 21.
PRE-ENGINEERED FLOOR TRUSS
SECURE PER FRAMING NOTES
TRUSS SUPPORTED BY 2x6 LEDGER
SECURED TO TRUSS W/ 3/8'x4' LAG
SCREWS 0 16' O.G. MAX * GARAGE
WALL
RECESSED LINTEL
1 v-116- --.1 .Vl♦ 1 6--1
ENTRY FRAMING SECTION
5C4LE: 3/4"= V -O°
ELEVATION "K"
EXTERIOR CLG. BD.
PRE-ENGINEERED TRUSS 4
STRAPPING PER FRAMING NOTES
PRECAST LINTEL
10'-8 J' 2ND.
FIN. FLR
9'-4' 5R3. HT.
P.T. 1x2 W/ MTL. DRIP EDGE
2x6 SUB -BAND
0'-0' FIN. FLR
IV
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SIUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
ENTRY
FRAMING
SECTION
ARCHITECT
STATE OF FLORIDA
JUIN 2 1/10E
DATt: 8/20/18
84;/ALE: 1/4"=1' - 0"
111
\000000000
SIUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
ENTRY
FRAMING
SECTION
ARCHITECT
STATE OF FLORIDA
JUIN 2 1/10E
DATt: 8/20/18
84;/ALE: 1/4"=1' - 0"
111
A R C H I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-7744078
www.abdesigngroup.com
AA M 0003325
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
ARCHITECT.
STATE OF FLORIDA
JUN 2 1
DATA: 6/20/18
SCALE: 1/4"=1'-0"
SHEET
9 OF 9
�'I'I"IIII
\000000000
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
FIRST
FLOOR
ELECTRICAL
PLAN
ARCHITECT.
STATE OF FLORIDA
JUN 2 1
DATA: 6/20/18
SCALE: 1/4"=1'-0"
SHEET
9 OF 9
OWNER'S_.
I
\ BATH
J
BEDROOM 4
I
LAUNDRY
I
II I I
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0
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1
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1
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BEDROOM 3 I
! FAN/CEILING • , /
\
I
I LINE OF 1st FLOOR BELOW
�j W.I.C.
!
TO SWITCH
DOWNSTAM
I
I
I
I
LINE OF IST FLOOR BELOW
SECOND FLOOR ELECTRICAL PLAN
SCALE: 1/4 s V-0' - - - ELEVATION 'K'
ECTRICAL LEGEND
L
F
DEFINITION
NOTES
a)
110V OUTLET
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NfE1tlrTlR RAM'!R REbI6TANT
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110V FLOOR
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®
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T1TE)
110V SWITCHED
norm ry Wom WT
(y
OUTLET
TN2 RNT ER 11� ?mt
TYPE)
110V GFI
Eam9w ry GROW FAULT
Ertl %Pm (y0m ONTANT
OUTLET
TYPE)
220V OUTLET
4 WW CONECTIM
0
EXTERIOR
WATERPROOF OUTLET
$
SWITCH
$a
SWITCH
34MY OPERATION
$4
SWITCH
4-"Y OPERATION
DIMMER SWITCH
Q
WALL MOUNTED
LW
a
WALL SCONCE
PRE -WIRE
)..(
CEILING
�-(
MOUNTED LIGHT
O
RECESSED CAN
O
VAPOR PROOF
RECESSED CAN
0
VENT FAN
VENT FAN W/
LIGHT
uuud
24' L*HT STRIP
uuuuu
48' LICIT STRIP
0
FUORESCENT
dyer AMM
24'
FLUORESCENT
48'
FLUORESCENT
D
PANEL
-
STRUCTURED
WIRE PANEL
METER
O.
SMOKE
DET
BAIT. BAgwatfm
®
CARBON MONOXIDE
BATT MCK w ov NwaM
DETECTOR
III COMM
8�
SMOKE / CARBON
MONOXIDE
BATT. a4m-uP dw K4 m m
NTmca#mm
DETECTOR COMBO
PENDANT LW
=
TELEPHONE
JACK
4
CIAS OUTLET
®
CEILING FAN /
CO" MMWM
1p0DN Ao +CE V
LKaFlT
BOX M41MCED AS 0" FOR
NmgcticN
CMM 1CX REGOW TO BE
O
J -80X
&rPORM N CE VACC0FV*
BOX K41M Ab d" FDR
NPwwN
SPEAKER
PRE -WIRE
FLOOD LW
0
SECURITY
SYSTEM KEYPAD
D
DIGITAL. KEYPAD
WATER HEATER
DISCONNECT
AIR COO.
DISCONNECT
TELEVISION JACK
L_J
EMERGENCY
LIGHTING
DOOR CHIMES
NOTE:
-PHONE OUTLETS 4 TELEVISION JACKS TO BE
DETERMINED BY BUILDER / HOMEOWNER
-ALL RECEPTACLES IN HABITABLE ROOMS
ARE TO BE ARC FAULT AND TAMPER
RESISTANT TYPE
A R C H I T E C TS
4/Design
Group;nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000000
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
SECOND
FLOOR
ELECTRICAL
PLAN
ARCHITECT -
STATE OF FLORIDA
JUN 2 1 Al
1DAVym;: 6/20/16
S ALE: 1/4"=1'-0"
SHEET
9. lop 9 1
SHINGLES OR TILE (PER BLDR REFER TO DETAIL 1/p2 FOR GABLE NOTE: NOTE:
X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED
OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB.
INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED
6TH EDITION (2011) GABLE ROOF TRUSS DO NOT EXCEED 4' DO NOT EXCEED 4"
8" CMU BLOCK 8' CMU BLOCK
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES 1, �"
AT FIRST (2) BAYS �" " 2 DRYWALL �" " � DRYWALL WINDOW/DOOR JAMB
METHOD PER NAILING SCHEDULE (4'-0" O.C. a SHEATHING SEAMS) P.T. Ix4 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 Ix4 or 1x2 P.T. NAILER 4 BLOCKING FASTENER
METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT SCHEDULE
2x6 SUB -BAN �' DOOR CASING
VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW
" TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-10' HIGH MEMBER w/ (2) 12d NAILS 8' FROM
(AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING 5, "
' P.T. Ix4 or x4 MIN:
(PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and IS O.C. MAX PER MFR'S SPECIFICATIONS)a
SECURE THRU FRAME INTO BLOCK w/
EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/y" x 9' (1) 3-' TAPCON (MIN. EMBEDMENT 11')
2 -LAYER WATER RESISTANT BARRIER OVER PER PLAN- ANCHOR BOLT w/ 2' WASHER, SET IN 16 4
WALL SHEATHING (TYPE AND ATTACHMENT
51MP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4" Or +%4") WINDOW TO BLOCK (+3") 8' FROM EACH ENp and IS' O.C. MAX
METHOD PER "NAILING SCHEDULE") ((o" MIN. EMBEDMENT 6 32" O.C. MAX)or
Or +
DOOR JAMB TO BLOCK(+Y4�� DRIVE PIN, " FROM EACH END and
/4) DOOR JAMB TO BLOCK (+3) (I) 8Ia' O.C. MAX
SECURE GABLE TO 2x8 P.T. PLATE
w/ 12d NAILS 8' O.C. MAX
SCALE: I':r-O' 4E SCALE: i':1' -m' MIN. SHANK SIZE .145
I
7B
` � ..`. ....... 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:
Z' 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) 3' TAPCON
ATT OR BLOWN -IN INSULATION I6
C926) OVER CMU (R -VALUE PER ENERGY CALCS) DO NOT EXCEED 4" DO NOT EXCEED 4" (MIN. EMBEDMENT 14") 8" FROM EACH
7jj"GYPSUM BOARD OR 1' HIGH STRENGTH 8' CMU 5LOCK-11
END and a 18' O.C. MAX
CEILING BOARD 2 2" DRYWALL 8' CMU BLOCK 2" DRYWALL or
P.T. 2x (1) DRIVE PIN, 8" FROM EACH END and
OHC. FILLED U -BLOCK w/ ll)5 " ' 6 18' O.C. MAX
BLOCK WALL SECTION GABLE ROOF CONTINUOUS REBAR (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER P.T. Ix4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER
1 SINGLE STORY SCALE: 3/4'=1FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEEDULEDULE F(SEE WINDOW/DOOR'-O'OR ATTACHMENTJAMB BLOCKING OSB (4' WIDE MIN.) MIN. SHANK SIZE .145
F
00
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAP SIZE I
SHINGLES OR TILE (PER BLDR)
(ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 4
PER MFR'S SPECIFICATIONS EACH ENp and s IS" O.C. MAX-7(ATTACHED TO BLOCKING
OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6:
INSTALLED PER SECTION X905 pITION THE FB�R) WINDOW TO BLOCK (+1 2") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MN�EMBEDMENT RE TO K w/ (2)
8")F "OMPA�HS
4 R E
DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER Ox or �1" OSB) END and tv 18' O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4" TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK or
METHOD PER NAILING SCHEDULE SCALE: 1 -1 ro (2) DRIVE PINS, 8' FROM EACH END and
RE -ENGINEERED ROOF TRUSS 6 IS" O.C. MAX
EMBEDDED STRAP
ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145
(PER PLAN) MIN.PER ENERGY CALCS) NOTE: MIN. HEAD SIZE .300
DOOR JAMB TO BLOCK (+3 /6) MIN. EMBEDMENT 1 ill
SHIM AS NEEDED
TO PLUMB JAMB. 4F 'ALE:
METAL DRIP EDG 8' GYPSUM BOARD OR HIGH DO NOT EXCEED 4" P.T. 2x8:
2x6 SUB -BAN STRENGTH CEILING BOARD
- 8' CMU BLOCK SECURE TO BLOCK w/ (2) �" TAPCONS
VENTED fT OHC. FILLED U -BLOCK w/" DRYWALL NOTE: (MIN. EMBEDMENT 14") 8' FROM EACH
ALUMINUM SOFFIT a lU "5 CONTINUOUS REBAR P.T. 2x Ix4 or lx2 P.T. NAILER SHIM AS NEEDED END and 6 18' O.C. MAX
ER PLAN , .. , (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or
RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT OSB (4' WIDE MIN.) (2) DRIVE PINS, 8' FROM EACH ENE) and
WINDOW (PER PLAN),:; (SIZE AND REINFORCEMENT DO NOT EXCEED 4"
ATTACHMENT PER MFR. lr PER PLAN) T DOOR JAMB / WINDOW DOOR CASING a 18 O.C. MAX
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145
PER MFR'S SPECIFICATIONSi"
� DRYWALL MIN. HEAD SIZE .300
NOTE:
P.T. 1x4 or 4"x4" MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14"
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 Ox or i' OSB) DOOR CASING P.T. l2) 2x4:
(R -VALUE PER ENERGY CALCS) 16 SECURE 2nd 2x TO STRUCTURAL
In
PRECAST OR POURED IN w/ 16" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) �' TAPCON
PLACE SILL (PER BLDR 'GYPSUM WALL BOARD " 1" " 4
EACH END and IS O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14) 8 FROM EACH
2" TEXTURED CEMENTITIOUS i 1) "5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1516') PER MFR'S SPECIFICATIONS) END and 18" O.C. MAX
COATING MIN. (PER ASTM ;- CONC. POURED CELL or
C926) OVER CM i; (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN 8" FROM EACH END and
" a 18" O.C. MAX
8 CM _, 4" P.T. FURRING STRIPS I6" O.C. 4C SCALE, 1'=r -m' THROUGH NON-STRUCTURAL MEMBER (lx or 16" OSB) MIN. SHANK SIZE .145
Ij
w/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MIN. HEAP SIZE .300
---WOOD BASE MIN, EMBEDMENT 144
NOTE: WINDOW TO BLOCK (+3yl 6)
SHIM AS NEEDED
To PLUMB JAMB. DOOR JAMB TO BLOCK (+3yl6P.T. l2) 2x6:) 1"
\---L--CONGRETE SLAB F1DO NOT EXCEED 4' 4G SECURE TO BLOCK w/ (2) TAPCONS
SCALE: 1':I'-0' �
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14") 8' FROM EACH
AND REINFORCEMENT) 8" CM BOCK END and -@ 18' O.C. MAX
1" DRYWALL
XTERIOR WALL FOOTING 2 UPLIFT UP TO 1115 Ib or
(SEE FOUNDATION PLAN FOR SIZE (SEE WINDOWroDOR JAMB BLOCKING Ix4 or Ix2'P.T. NAILER (2)8DRIVE PANS, 8' FROM EACH END and
BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) SIMPSON HTS20 w/ (10) 10d NAILS TO TRUSS a "
2 P.T. Ix l4 WIDE MIN.) 1 i"
SINGLE STORY SCALE: 3/4':1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4'X2 4 TAPCONS INTO BONA 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 2350 Ib ONTINUOUS BOND MIN. EMBEDMENT 1 4"
BATT INSULATION ADHERED TO CEILING `GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS BEAM
BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD(2) SIMPSON HT520 EACH SIDE OF TRUSS w/
NOTE: (10) 10d NAILS TO TRUSS 4 (4) 4"X2 4" TAPCONS
---- - - STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED P.T. (2) 2x8:
- INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCONS
THROUGH NON-STRUCTURAL MEMBER Ox or 1' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS
(MIN. EMBEDMENT 1 -') 8' FROM EACH
w/ 3" TA 11" EM
--- _ 16 PCO 4 EMBEDMENT O BLOCK
and 6 18' O.C.__ i - END MAX
TAPCONS MIN. or
OPENING 22' x 3O' MIN. CASING AT SIDE WINDOW TO BLOCK(+2 Y4 2' COVER (2) DRIVE PINS, 8' FROM EACH END and
�_WOOD ) 2 " APART � I S' O.G. MAX
3 ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") TRUSS ANCHOR RETRO -FIT MIN. SHANK SIZE .145
$GALE: N.t.S. WOOD CASING 4 GYP. 4D5 MIN, HEAD SIZE .300
BOARD (TYP SCALE: 1':r -m' SCALE: N.T.S. MIN. EMBEDMENT 14'
A R C H IT E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN
DA&E: 6/20/18
' SCALE: 1/4"=1"-0" 1
SHEET
D
NAILING SCHEDULE
HEAD
LENGTH
DIAMETER
TEN5ILE STRENGTH
SHANK
8d
ROUND, MODIFIED OR T
2 %$'
.131
110,000
RING
ROOF DIAPHRAGM - ASPHALT SHINGLE
(16-20 RINGS
2x LBW (STUD SIZE, SPACING
PRE-ENGINEERED
PRE-ENGINEERED
PER INCH)
LOCATION PER PLAN)
ROOF TRUSS
ROOF TRU55
YI6' 0.5.5. or V2' CDX PLYWOOD - 8d RING SHANK GUN NAILS 6 4' O.C. -9 SUPPORTED PANEL
EDGES AND Sd RING SHANK GUN NAILS 6 6" O.G. 6 INTERMEDIATE SUPPORTS. SEE DETAIL.
----... F.:..:..,-
—•.- -
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 6 4' O.C. EDGEWISE.
ECURE 2x TO CMU w/ (3)/v2' x 9'
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END.
ANCHOR BOLT w/ 2' WASHER SET
OUBLE TOP PLATE TO STUD
DOUBLE TOP PLATE TO STUD
IN 51MP60N OR U5P HIGH
w/ SIMPSON 5P4 (USP 5PT4)
w/ 51MP50N SP4 (USP 5PT4)
ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL
STRENGTH EPDXY ((o" MIN.
-6 32' O.C. MAX
32' O.C. MAX
EMBEDMENT)
%a" CDX EXTERIOR PLYWOOD or 15/2" APA -RATED 0.5.5. (AS PER MANUFACTURER'5
2x STUDS g 16" O.C. MAX
2x 5TUD5 16" O.C. MAX
INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAIL5 @ 4" O.C. -s SUPPORTED PANEL
n
NOTE: (1) ANCHOR BOLT
UNLESS NOTED OTHERWISE
UNLE55 NOTED OTHERWISE
EDGES AND ad RING SHANK GUN NAILS a 6" O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL.
LOCATED 6' FROM TOP AND
2x CONTINUOUS 5TRE55
2x CONTINUOUS 5TRE55
ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 4" O.C. EDGEWISE. TOP CHORD BLOCKING 4"
BOTTOM 4 (1) NEAR MID -CENTER
BLOCKING MID -WALL
BLOCKING MID -WALL
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST (2) FRAMING
z
SPACES 6 EACH EN
EXTERIOR WALL SHEATHING
�
--
PRE-ENGINEERED TRUSS
-
-
Y*' 0.5.5. or Y" PLYWOOD or Y,i," ZIP 50ARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.C. or RAFTER
"GYPSUM WALL BOARD
"GYPSUM WALL BOARD
PANEL EDGE5 AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF 5HEATHIN
1) "5 REBAR VERTICALLY IN
SECURE BOTTOM PLATE TO 5LA5 w/
SHANK GUN NAILS a 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL.
CONC. POURED CELL
Y2' x 9' ANCHOR BOLT w/ 2' WASHER
- _
(LOCATION PER PLAN)
SET IN 51MP50N HIGH STRENGTH
_1T
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM _ o
--Oe
ANY MANUFACTURER.
EPDXY (OR EQUIVALENT) 6"
aSECURE
BOTTOM PLATE TO
EMBEDMENT MIN. ,@ 32' O.C. MAX
NAIL REQUIREMENTS 1 3
m
-
ONCRETE SLAB
SLAB w/ (1) 10d CUT NAIL
STUD TO BOTTOM PLATE w/
-� r �� -'
(SEE FOUNDATION PLAN FOR 51ZE
32' O.C. MAX
51MP50N 5P4 (USP 5PT4) e 32"
SIZE
HEAD
LENGTH
DIAMETER
TEN5ILE STRENGTH
SHANK
8d
ROUND, MODIFIED OR T
2 %$'
.131
110,000
RING
(16-20 RINGS
PER INCH)
AND RE INFORCEMENT)17
O.C. MAX
BUILDING LENGTH ONCRETE SLAB ONCRETE 5LA5
_._. _ _ _ _ J- - -INTERIOR BEARING -WALL FOOTING
� � � � �
ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE
AND REINFORCEMENT) AND REINFORCEMENT)
BRACING FOR GABLE END FRAMING AND REINFORCEMENT)
` XTERIOR WALL FOOTING NTE 10 BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
8d RING SHANK GUN NAILS Q 4' O.C. ISEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE
TOP e BOTTOM EDGES (SEE
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
2 5CALE: 3/4'=V-0' 4A SCALE: 3/4'=I'-0' 4B SCALE: 3/4'=V-0'
w
VL (56 RING SHANK GUN
ID
NAILS 6' O.C. IN FIELD
PRE-ENGINEERED PRE-ENGINEERED
co ROOF TRU55 ROOF TRU55
4'-0' MINIMUM OVERLAP FOR TOP PLATE .SPLICE.
w:-3 LLI SEGURE TOP FLATE5 w/ 16d GOMMON NAIL5 9 4' O.C.
2 -ROWS, STAGGERED ,.
Z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING `
z o = Q(O.S.B. TC BE STRUCTURAL GRADE) TOP PLATE ---DOUBLE TOP PLATE TO STUD
0 LU w/ 51MP50N 5P4 (USP 5PT4)
z 2x WOOD or METAL STUDS
o 24" O.C. MAX 32' O.C. MAX
2x CONTINUOUS 5TRE55
z _' CSd RING SHANK GUN NAILS 12'
(NOT LOAD BEARING) BLOCKING 6 MID -WALL
z O.C. IN FIELD 2x STUDS 6 16" O.C. MAX
z
�nz`� or UNLE55 NOTED OTHERWISE
7 �
1w o Sd x 3" SCREW SHANK BALLISTIC NOTE: I 5T FLOOR STUDS TO 2ND FLOOR STUDS
Q o a ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 51MP50N OR U5P M5TA36
z N o NAILS �► 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL /4" T4G SUBFLOOR (ATTACHMENT /4° T4G SUBFLOOR (ATTACHMENT
SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER "NAILING SCHEDULE')
T5 0 UNTHREADED SHANK TO EXTEND
BEYOND T14ICKNE55 OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS
x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS.
. . . . . . . . . . .-----DOUBLE TOP PLATE
r
TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED
FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS -9 16 O.C. MAX
(0.5.8. TO BE STRUCTURAL GRADE) 3 SCALE, 3/4'=r-0' DOUBLE TOP PLATE UNLE55 NOTED OTHERWISE
Z" GYPSUM WALL BOARD" GYPSUM WALL BOARD
2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55
RE -ENGINEERED GABLE TRU55 ! BLOCKING 6 MID -WALL ` BLOCKING 6 MID -WALL
NOTE:
DIAGONAL BRACE CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/
HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS Y" x 9' ANCHOR BOLT w/ 2" WASHER
2x 5TUD5 16" O.C. MAX SET IN 51MP50N HIGH STRENGTH
DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0' OR (4'-0" O.C. e SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6"
GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP "2 DIAGONAL BRACE w/ (3)
SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX
ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS -9 EACH TRUSS (DIAGONAL 5LA5 w/ (1) 10d CUT NAIL TUC) TO BOTTOM PLATE w/
$ 0'-0' - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX 51MP50N 5P4 (USP SPT4) 6 32"
} l U X -BRACE CENTER 4 (2) BRACES
30'-1" - 60'-0' USE (3) X -B C
DIVIDED EQUALLY FROM CENTER TO END 0 ONCRETE SLAB 0 0 !, ONCRETE SLAB
//
(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE
AND REINFORCEMENT) AND REINFORCEMENT)
5TIFFBACK AT ALL UPRIGHTS {;' NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE
(AS PER TRU55 ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT)
PLASTIC OR METAL I
I .
WEEP SCREE TWO STORY L.B.W. w NO UPLIFT Two STORY L.B.W. w UPLIFT
SHOWN w/ CMU (FRAME CONDITION B ._ ., .. ,,.s_ :. 5A 5B
7
SAME X -BRACING REQUIREMENTS) SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0'
WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH
'i TRU55 w/ (2) 12d NAILS
GABLE X -BRACING f INSTALLED 6 MID -POINT OF TRU55 SPAN
1 SCALE: 3/4'=1'-0' - or 10'-0" O.C. MAX
AItCH ITEC TS
Design
Group Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
( LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN Z
12079
DAIVE: 6/20/18
I SC *LE: 1/4"=l'—O"
SHEET
ID2
�ommo�mmm�
SUBDIV. 8c LOT:
KENSINGTON
RESERVE
( LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN Z
12079
DAIVE: 6/20/18
I SC *LE: 1/4"=l'—O"
SHEET
ID2
2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS
RAFTER SIZE w/ MIN. (3) 12d NAILS
\ or MIN. (4) 10d GUN NAIL
1x6 COLLAR TIE 6 EVERY OTHER
�iii��o RAFTER w/ MIN. (3) 12d NAILS or I "GYPSUM BOARD OR
m !' lallill; MIN. (4) 10d GUN NAIL5 n w 1" HIGH STRENGTH CEILING
IMPSON VTCB or USP VTT \ \� ��Iwlllll - n
BOARD
SPACING (i) 6 EACH ENE)--_ -
2x RAFTER INGLE 2x TOP PLATE
AND 6'-0' O.C. MAX Ix& NAILER SECURED TO TRUSSES
�( BELOW w/ (2) 12d NAILS or (3) Imd
GUN NAILS EACH TRUS' GYPSUM WALL BOARD
� � NIIII
I'' A�IIIIIII
��IIIIIII
2x WOODS STUDS a 24" O.C.
RAFTER TO TRUSS w/ 5IMP50N (SIZE PER PLAN)
o MT512 or USP MTW12 ALTERNATE CONNECTION
\C (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP M5TA24
o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/
CONVENTIONALLY FRAMED ROOF (3) 12d NAILS EACH END.
4 SCALE: 3/4'=1'-O' RE -ENGINEERED ROOF TRU55E5
SECURE BOTTOM PLATE TO
OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ lOd MASONRYNAILS 6 32' O.C. MAX
TYPICAL VALLEY TRUSS CONNECTION2x4 SECURED To GABLE END w/
1
SCALE: 3/4'=I' -O' (2) 12d 6 EACH UPRIGHT ONCRETE SLAB
2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR
(2) 12d SPACED (o' - 0' O.G. MAX 51ZE AND REINFORCEMENT)
---WATER RESISTANT BACKERBOARD -
(DENSHIELD) 2x4 RAFTER 6 24' O.C.
/2' DENSHIELD (SEAT DECK MUST
P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) 51MP50N L30 or USP A3 INTERIOR NON—BEARING WALL
or 6" CMU BLOCK WALL MAPELA5TIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=1'-0'
MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST
OVERLAP SHOWER PAN LIP.
(WATER PROOF MEMBRANE MUST GO UP OR OUT AT
LEAST 4 INCHES) RE -ENGINEERED TRUSS
- AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING 6 EACH RAFTER
P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED
16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) \--j'GYPSUM BOARD OR
M VARIES PER PLAN INSTALLATION SIMPSON N2.5A or USP RTiA
" HIGH STRENGTH CEILING
1SHOWER PAN EACH RAFTER TAIL CONNECTIO 4BOARD
(FIBERGLASS OR CERAMIC)
N 5IMP50N Lam or USP A3 3 5/s" TOP CHANNEL (25 GAUGE)
� TOP OF EACH RAFTER CONNEGTIO TOP CHANNEL TO TRUSS w/
SHOWER SEAT FRAMED OVERHANG DRYWALL SCREWS (EACH TRU55
2 SCALE: 3/4'=1'-0' S or 24" O.C. MAX)
SCALE: 3/4'=1'-0'
�" GYPSUM WALL BOARD
3 %' METAL STUDS (25 GAUGE) ,$
24" O.G w/ FULL LENGTH LAYER OF
RECAST LINTEL
1/2" TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE � 12" O.G.
A SECURE 2x To CMU w/ (2) 3 "
TAPCONS
�b° x 3
WITHIN 6' OF EACH END AND 618' O.C. MAX CURE 2x4 FLAT TO 3 %" BOTTOM CHANNEL (25
or
GAUGE) BOTTOM CHANNEL TO
DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN, MASONRY
(MIN, SHANK SIZE .145 NAIL w/ WASHER 6 32" O.C. MAX.
4 MIN. EMBEDMENT OF 1 Y') 1 ONCRETE SLAB
WITHIN S OF EACH END AND 618 O.C. MAX
AJ
-_.
(SEE FOUNDATION PLAN FOR
J' \ W
51ZE AND REINFORCEMENT)
ALL SHEATHING
(TYPE AND ATTACHMENT METHOD o
PER 'NAILING SCHEDULE') mLL
- r
ECURE 2x6 MIN. TO BLOCK w/
T. 2x8 STUD BLOCK (2)Y' x 9' ANCHOR BOLTS w/ 2' NOT
WASHER SET IN SIMP50N or USP STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT
- B HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS.
(MIN. (o' EMBEDMENT) -
z ROUGH OPENING (UP TO S'-0')
7 -
- - \ INTERIOR NON—BEARING WALL
7B
METAL STUDS SCALE: 3/4'=1'-0'
SECURE 2x6 MIN, TO BLOCK w/
/'
(3)Y' x 9" ANCHOR BOLTS w/ 2"" TEXTURED CEMENTITIOUS �I) REBAR VERTICALLY IN CONC. POURED
RECAST OR POURED IN WASHER SET IN 5IMP50N or U5P COATING MIN. l PER ASTM CELL (SIZE AND LOCATION PER PLAN)
- PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" CM
C926) OVER
- EMBEDMENT "CMU BLOCK
__T
FATHER STRIP MOLDING AROUND DOOR
Al
(PER MANUFACTURER'S SPECIFICATIONS)
T
I,
8' CM
7-7
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)y' x 9" ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP50N or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS IMIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS)
ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK
3 SCALE: 3/4'=1'-0' A �j SCALE: 3/4'=I'-0' B (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS)
A R C H I T E C TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774$078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/090R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN 7/1 A
DAfrE: 6/20/18
' ALE: 1/4"=1'-0"
SHEET
D
I�IRIII
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/090R1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN 7/1 A
DAfrE: 6/20/18
' ALE: 1/4"=1'-0"
SHEET
D
BATT OR BLOWN -IN INSULATION SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR)
REFER TO DETAIL I/D2 FOR GABLE (R -VALUE PER ENERGY CALLS) OVER 030 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS
PRE-ENGINEERED ROOF TRU55 EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED
THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2010 GABLE ROOF TRUSS
TWIST STRAP (PER PLAN
r') OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES
DOUBLE TOP PLAT' ATTACHMENT METHOD PER 'NAILING " AT FIRST (2) BAYS
•� � � > ATTACHMENT METHOD PER NAILING
_.......... SCHEDULE') SCHEDULE" (4'-0' O.C. 6 SHEATHING SEAMS)
METAL DRIP EDG
GYPSUM BOARD OR HIGH//1 1/211
2x6 SUB -BAN METAL DRIP EDG -
STRENGTH CEILING BOARD 2x6 SUB -BAN - AIL
VENTED IMPSON 5P2 (USP SPT24) EVERY TIFFBACK AT ALL UPRIGHTS
T VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH _
EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) 2 x 2" WOO
ALUMINUM SOFFID SCREWS
- a # FOR CONDITIONS WHERE TRUSS AND PER PLAN ALL SPACER
PER PLAN STUD LINE-UP, USE A 5IMP50N HILA +% ONT. 2x4 RAT -RUN ATTACHED TO _
(USP RT16A) DOUBLE TOP PLAT EACH TRUSS w/ (2) 12d NAILS 2x4 STUDS 16' O.C.
INSTALLED a MID -POINT OF TRUSS
WINDOW HEADER ALL INSULATION p SPAN or 10'-0' O.C. MAX
(SIZE PER PLAN (R -VALUE PER ENERGY CALLS) TEXTURED CEMENTITIOUS COATING MIN. 2x8 BLOCKING
(PER ASTM C926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION
$' TEXTURED CEMENTITIOUS COATING MIN. � WINDOW (PER PLAN), ATTACHMENT - - - - �$ � -� _ SECURED w/ (3) 12d
(PER ASTM C926) OVER PAPERBACK PER MFR SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALLS) NAILS EACH EN
EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER X !� 3 �
WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE w/ /a x 6
2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER 'NAILING SCHEDULE") THRU-BOLTS @ 32' O.C. MAX, then SECURE GABLE
WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL -
METHOD PER 'NAILING SCHEDULE" WALL INSULATION TO 2x4 w/ 12d NAILS s 8" O.C. MAX i v2' _
or
EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALLS - DRYWALL
CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP i :;;:: [ SIZE AND SPACING PER NOTE "21, SECURE GABLE TO DBL TOP PLATE w/ 5IMPSON -_
OF FLOOR TRUSS (TOP 2x4 SUPPORTS is UNDER CATEGORY TIMBER ON WINDOW HEADER HGAlO 24 O.C. MAX
BOTTOM PLATE OF 2nd FLOOR WALL r GENERAL NOTES SHEET GN)] (SIZE PER PLAN _ (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING
3/4' T4G SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N
SHEATHING MUST NOT BREAK WITHINM5TA24 6 32' O.C. MAX
METHOD PER 'NAILING SCHEDULE')
1'-4' MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION — GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL
CONTINUOUS 2x6 w/ (6) 16d NAILS SCALE: 3/4':I'-0' 4B
SCALE: N.T.5.
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS
IS A NAILER FOR WALL SHEATHING
7B NOTE., BATT OR BLOWN -IN INSULATION SHINGLES OR TILE (PER BLDR)
A2
$° GYPSUM BOARD OR Z" HIGH (R -VALUE PER ENERGY CALGS
STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRU55 OVER *30 FELT PAPER (OR APPROVED
PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF
(PER PLAN) DIAMETER OF AT LEAST I i INCHES (32 MM) / THE FBCR 6TH EDITION (2011)
GONG, FILLED U -BLOCK w/ I a DOUBLE TOP PLAT
(1) 05 CONTINUOUS REBAR RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). Y r
IF THE HANDRAIL IS NOT CIRCULAR IT �� x l ' �: `�' OVER ROOF SHEATHING (TYPE AND
;., , (SIZE AND REINFORCEMENT METAL DRIP EDG "" ATTACHMENT METHOD PER 'NAILING
WINDOW (PER PLAN), SHALL HAVE A PERIMETER DIMENSION OF
ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE")
SPECIFICATIONS MA4X GREATER THAN 6 4 INCHES (160 MM) WITH VENTED
A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT
im OF 2 d INCHES (51 MM). EDGES SHALL HAVE g' TEXTURED CEMENTITIOUS COATING MIN. "GYPSUM BOARD OR "NIGH
MIN,
ALL INSULATION A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD
( -VA U NE GY CALLS) «
PRECAST OR POURED IN R L E r EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (USP 5PT24) ,s EACH 2X8 STUD
PER E R
n 2 -LAYER WATER RESISTANT BARRIER, OVER 0000 UPLIFT CONNECTOR
PLACE SILL (PER BLDR" GYPSUM WALL BOARD M
WALL SHEATHING (TYPE AND ATTACHMENT
METHOD PER "NAILING SCHEDULE"
" TEXTURED CEMENTITIOU5 fi U 05 REBAR VERTICALLY IN FULL WALL
COATING MIN. (PER ASTM GONG. POURED CELL
C926) OVER CM `' 2x8 SYP 02 WOOD STUDS 6 12' O.C. MAX
I (LOCATION PER PLAN) THE CLEAR SPACE
M BETWEEN THE y" DIAMETER ANCHOR BOLT 6
4 P.T. FURRING STRIPS 16 O.C. HANDRAIL AND THE 12' O.C. MAX w/ T EMBEDMENT
8' CM w/ 2" DIAMETER WASHER GYPSUM WALL BOARD
WALL SHALL BE 1 Y
WOOD BASE 2x8 SYP 02 WOOD STUDS 12' O.C. MAX
�IMPSON SPI (USP SPT22)
42 KNEEWALL 6 EACH 2x8 STUD
j 7B 1) COURSE TIE -BEAM POURED SOLID w/
A2 CONCRETE w/ (1) "5 REBAR HORIZONTALLY
� ONCRETE SLAB -
(SEE FOUNDATION PLAN FOR SIZE RECAST LINTEL
CONTINUOUS HANDRAIL �
..: . . ZD REINFORCEMENT) 34' MIN. TO 38" MAX AF.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT
TERIOR WALL FOOTINGATTACHMENT PER MFR. PER PLAN)
(SEE FOUNDATION PLAN FOR SIZE w z SPECIFICATION
AND REINFORCEMENT) o
FRAME ON BLOCK WALL SECTION — HIP ROOF
Two STORY SCALE: 3/4':1'-0' 4A STAIR HANDRAIL :T U
Two STORY SCALE: 3/4':I'-0' PRECAST OR POURED IN
o PLACE SILL (PER BLDR
16d NAILS 8' O.C. MAX �, W" TEXTURED CEMENTITIOUS ALL INSULATION
TEXTURED CEMENTITIOUS COATING MIN. (PER or COATING MIN. (PER ASTM
$ o (R -VALUE PER ENERGY CALCS)
2x4 BLOCKING a EACH BRACE. TOENAIL ASTM G926) OVER PAPERBACK EXPANDED METAL C926) OVER CM
ONTINUOUS 2x4 w/ (4) 16d NAILS a TOP o U !" GYPSUM WALL BOARD
INTO TRUSS w/ (4) 16d NAILS 6 EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTSa� u
3�4' TSG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) > a
" P.T. FURRING STRIPS 16 D.C.
METHOD PER "NAILING SCHEDULE' ATTACHMENT METHOD PER 'NAILING SCHEDULE' �4' T4G SUBFLOOR (ATTACHMENT 1) "5 CONTINUOUS REBAR 16" O.C. MAX, IN
EXTERIORZI
BEARING STUDS METHOD PER 'NAILING SCHEDULE") o d v a CONCRETE POURED CELL
Sd RING SHANK NAILS a 4" O.C. [SIZE AND SPACING PER NOTE F z (VERIFY PER PLAN)
MAX INTO BLOCKIN 021, UNDER CATEGORY TIMBER
3 OOD BASE
ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRUSS
W �
2'-m"
PRE-ENGINEERED FLOOR TRU66 7s
(MIN. IN SLAB)
ONTINUOUS 2x6 w/ (6) 16d NAILS s m o
EMBEDDED STRAP BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 2RE O CRIMIN.LONG w/ 6A' HOOK
---------------
7B (or EQUIVALENT) 7B 2 N SL B
2x4 BRACE 48' O.C. w/ (5) 12d NAILS W (PER PLAN) WA2 IS A NAILER FOR WALL SHEATHING) • : -. - —
� EACH EN _ z
' GYPSUM BOARD OR 1'HIGH '. - - 4' CONCRETE REINFORCED w/ FIBERMESH AT
STRENGTH CEILING BOAR �TEXTURED CEMENTITIOUS - ::L `� f W j
A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL
"
COATING MIN. (PER ASTM , i, N b �- �� POLY ETHYLENE VAPOR BARRIER ON WELL
GONG. FILLED U -BLOCK w/ - C926) OVER CMU a GYPSUM BOARD OR NIGH COMPACTED CLEAN TERMITE TREATED FILL
(1) 15 CONTINUOUS REBAR - STRENGTH CEILING BOARD-
NOTE: � W 3) "5 REBAR ON CHAIRS
r}
STRUCTURAL SHEATHING MUST NOT ONG. FILLED U -BLOCK w/ n, 0 2'-m'
BREAK WITHIN 1'-4' MIN. FROM 2nd (1) 05 CONTINUOUS REBAR -
FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION
2 SCALE: 3/4':I'-0' PARALLEL TO BLOCK TO BLOCK 2 Two STORY SCALE: 3/4':I'-0'
A R C N IT E C TS
Design
Group �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#O1)
PROJECT#:
02997.000/09OR1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN
: 6/20/18
I ObALE: 1/4"=1'-0"
HEET
.■oovmmmmm,
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#O1)
PROJECT#:
02997.000/09OR1
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN
: 6/20/18
I ObALE: 1/4"=1'-0"
HEET
MSTCM40 1/16' 0.5.8, SHEATHING OR
( INSTALLED ON TOP OF 1/2' COX PLYWOOD
WALL SHEATHING
2x4 EXTERIOR WALL
STUDS
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
MSTCM40
N TOP OF 1/16' 0.5.8. SHEATHING OR
HEATHING 1/2' CDX PLYWOOD
(INSTALLED 0
WALL S
F
2X6 EXTERIOR WALL
A STUDS
2x6 BOTTOM PLATE
PLAN VIEW - 2x6 WALL
EXTERIOR STUD WALL - OUTSIDE CORNER
MSTCM40-\
(INSTALLED ON TOP OF
WALL SHEATHING
B
SCALE: V.S.
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
--2x4 EXTERIOR WALL
` STUDS
2x4 BOTTOM PLATE
PLAN VIEW - 2x4 WALL
MSTCM40
( INSTALLED ON TOP OF
WALL SHEATHING
1/16' 0.5.5. SHEATHING OR
1/2' CDX PLYWOOD
2X6 EXTERIOR WALL
STUDS
-- 2X6 BOTTOM PLATE
PLAN VIEW - 2x6 WALL
EXTERIOR STUD WALL - INSIDE CORNER
SCALE: N.T.S.
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
CONNECT TOP OF STRAP
TO SOLID STUD W/ (16) 16d
SINKER NAILS
PRE-ENGINEERED FLOOR
TRUSS
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) J' TAPCONS
NOTE:
MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS 15 1 Y'
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
CONNECT TOP OF STRAP
TO SOLID STUD W/ (16) Ibd
SINKER NAILS
PRE-ENGINEERED FLOOR
TRUSS
MSTCM40
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) 4' TAPCONS
NOTE:
= MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS IS 1 Y'
HTT-4 SECURED TO STUD
W/ (20)10d X 1 ' NAILS
2X EXTERIOR WALL STUDS
J' T 4 G SUBFLOOR GLUED "
NAILED AS PER NAILING SCHEI
.. SECOND FIN. ELF. DBL.
, 2x4 BOTTOM P
d
• Z®
• TOP OF
• MASONRY WALL 2x4 EXTERIOR WALL 5
lel
ELEVATION VIEW
A
YALE: W.S.
ELEVATION VIEW
B
SCALE: WA
2X EXTERIOR WALL STUDS
SECOND FIN. FLR
IDS
1/16' O.S.B. SHEATHING OR
PLYWOOD
' T 4 G SUBFLOOR GLUED ""^
NAILED AS PER NAILING SCHEI
2X6 BOTTOM P
2X6 EXTERIOR WALL S
1/16' O.S.B. SHEATHING OR 1/2'
PLYWOOD
PLAN VIEW - 2x4 WALL
PRE-ENGINEERED FLOOR TRUSS
CONC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS RESAR
HTT-4 SECURED TO STUD W/ (20)10d
X 1 J' NAILS
5/8' A.T.R IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
DBL. STUD REQUIRED W/ 2x4 WALL
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD
SECOND FIN. FLR
PLAN VIEW - 2x6 WALL
TOP OF
MASONRY WALL a
PRE-ENGINEERED FLOOR
TRUSS (GIRDER DRAWN)
1/16' O.S.B. SHEATHING OR
1/2' CDX PLYWOOD
5/8' A.T.R
BEARING POST/ BEARING STUDS
(PER PLAN)
EXTERIOR STUD WALL - CORNER TO POST
SCALE: KTA
k '(]^,1
o ° W
7 ° q0° .e; -
°
TOP OF WALL
PRE-ENGINEERED FLOOR TRUSS
(GIRDER DRAWN)
HTT-4 SECURED TO STUD W/ (20)
10d X I J' NAILS
5/8' A.T.R. IN HIGH STRENGTH
EPDXY (MIN. 1' EMBED)
FOUNDATION (PER PLAN)
SOLID BLOCKING REQUIRED
UNDERNEATH STUD
ELEVATION VIEW
C
SCALE: N.T.S.
EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK
SCALE: KTA
-ENGINEERED FLOOR TRUSS
IC. FILLED LINTEL BLOCK W/ (1) 15
ITINUOUS REBAR
-4 SECURED TO STUD W/ (20)10d
NAILS
A.T.R. IN HIGH STRENGTH EPDXY
1' EMBED)
2X EXTERIOR WALL STUDS
HTT-4 SECURED t0 STUD W/
(20)10d X 1 J' NAILS
PRE-ENGINEERED FLOOR TRUSS
5/8' A.T.R IN HIGH STRENGTH EPDXY
(MIN. 1' EMBED)
CONC. FILLED LINTEL BLOCK W/ (1) 05
CONTINUOUS REBAR
A R C H I T E C T S
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
r
�
�I'I'll'I'I
\00000000��
SUHDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 90)
3AODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
SECTIONS/
DETAILS
ARCHITECT
STATE OF FLORIDA
JUN 2
D E: 6/20/18
So/ALE: 1/4
.SHEET
NOTE:
—vECURE EACH KING STUD t0 TOP PLATE w/
STRUCTURAL SHEATHING MUST NOT
SIMPSON SP4 or USP SPT4
BREAK WITHIN 1'-4' MIN. FROM 2nd
IFOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o)
FLOOR LINE
-EXTERIOR BEARING STUDS
-ENGINEERED TRUSSES w/ TRUSS
PRE-ENGINEERED ROOF TRUSS-
_ - -
[ SIZE AND SPACING PER NOTE 021,
CONNECTOR (VERIFY w/ TRUSS PLAN)
-- - `-`
UNDER CATEGORY TIMBER ON
GENERAL NOTES SHEET GN)]\
-
-----DOUBLE
TOP PLATE
CONTINUOUS 2x4 w/ (4)16d NAILS f TOP
RIPPLE STUDS 16' O.C. MAX
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
BOTTOM PLATE OF 2nd FLOOR WALLKING
STUDS
SIMPSON MT512 or USP MTW12
-- -
(SEE 'MINIMUM WALL AND HEADER STUD
Zx DOUBLE TOP PLATE
TO LEDGER a 24' O.C.
_ ........
REQUIREMENTS' CHART ON FRAMING PLAN
FIRE -ENGINEERED ROOF TRUSSES
--
-ENGINEERED F 00 t
RE L R TRUSS
HEADER
FOR DETAILS AND SPECIFICATIONS)
or
(SIZE PER PLAN)CONVENTIONALLY-FRAMED
SECURE JACK STUDS TO HEADER
DOUBLE 2x6 LEDGER
w/ SIMPSON or USP LSTA12
RAFTE
SECURED TO TRUSS w/ %s' x 5'
- -
(EACH SIDE OF OPENING)
LAG SCREWS a 24' D.C. MAX
" -
MBEDpEp SCRAP
JACK STUDS
CONTINUOUS 2x6 w/ (6)16d NAILS g
(PER PLAN)
(SEE 'MINIMUM WALL AND HEADER STUD
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
�T_
CAST LINTEL
REQUIREMENTS' CHART ON FRAMING PLAN
IS A NAILER FOR WALL SHEATHING
(SIZE AND REINFORCEMENTFOR
DOOR /WINDOW
DETAILS AND SPECIFICATIONS)
PER PLAN)
OPENING
J
XTERIOR BEARING STUDS
011,
/
[ SIZE AND SPACING PER NOTE
UNDER CATEGORY TIMBER
A 11
LEDGER CONNECTION AT
FLOOR TRUSS
ON
:-
1 PERPENDICULAR
SCALE: 3/4'■1'-0'
-"
GENERAL NOTES SHEET GN)]
-"
/-.
CURE EACH JACK 4 KING STUD
ROOF SHEATHING (TYPE AND
t0 BOTTOM PLATE w/ SIMPSON SP4
ATTACHMENT METHOD PER
NOTE:
/
or USP SPT4
'NAILING SCHEDULE'
STRUCTURAL SHEATHING MUST NOT
BREAK WITHIN 1'-4' MIN. FROM 2nd
2x BLOCKING UNDER WALL
STUDS, SECURED BETWEEN
FLOOR LINE
,/
ECURE BOTTOM PLATE TO SLAB w/
TRUSS BAYS w/ (3)12d NAILS a
EI-XtERIOR BEARING STUDS
x 9 ANCHOR BOLT w/ 2 WASHER
EACH EN
PRE-ENGINEERED ROOF TRUS
- - -
[ SIZE AND SPACING PER NOTE *21,
/
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
MT612 * EVERY STU
2x BOTTOM PLAT
-
�`
EXTERIOR WINDOW DOOR
OPENING IN FRAME
WALL
c DORMER ATTACHMENT
OF S DS PER PAND LAN
SIMPSON MT512 or USP MTW12
~`
4
SCALE:
3/4'=I'-0'
U Two STORY SCALE: 3/4'40
TO LEDGER a 24' O.C.
-
.-____....f
I -ENGINEERED FLOOR TRUSS
EACH KING STUD t0 TOP PLATE w/
cIMPSON SPS or USP SPTS
DOUBLE 2x6 LEDGERECURE
SECURED TO TRUSS w/ %8' x 5'
SIMPSON SP4 or USP SPT4
TOP 4 BOTTOM
LAG SCREWS s 32' O.C. MAX
(FOR 2x6 WALL USE SIMPSON 6%or USP SFT(o)
4.
MBEDDED SCRAP
(PER PLAN)
-ENGINEERED TRUSSES w/ TRUSS
-ENGINEERED TRUSSES w/ TRUSS
Q
CAST LINTEL
CONNECTOR (VERIFY w/ TRU55 PLAN)
CONNECTOR (VERIFY w/ TRUSS PLAN)
(SIZE AND REINFORCEMENT
---
\DOUBLE TOP PLATE
HEADER
OUBLE TOP PLATE
PER PLAN)
RIPPLE STUDS a 16' O.C. MAX
ts1 PER PIAN)
KING STUDS
SIMPSON or USP MSTA24
LEDGER CONNECTION AT
2
FLOOR TRUSS
HEA
HEADER
(SEE 'MINIMUM WALL AND HEADER STUD
00
EACH JACK STUD
PARALLEL
SCALE: 3/4 ■ I -0
(SIZE PER PLAN)
REQUIREMENTS' CHART ON FRAMING PLAN
2x8 SYP 01 WOOD SCUDS e 12 O.C. MAX.
FOR DETAILS AND SPECIFICATIONS)
WALL SHEATHING TO BE WITHIN �' OF
CURE JACK STUDS TO HEADER
WINDOW/DOOR OPENING. WALL SHEATHING
LL
w/ SIMPSON or USP LSTA12
MAX
(TYPE AND ATTACHMENT METHOD PER
NOTE:
i/16' O.S.B. 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 6 TOP OF
C
JACK STUDS
(SEE 'MINIMUM WALL AND HEADER STUD
2) JACK STUDS 4 (2) KING STUDS 0 EACH
JOINT OF WALL AND INTERSECTING
ROOF DECKING.
FLOOR TRUSS
DOOR /WINDOW
REQUIREMENTS' CHART ON FRAMING PLAN
SIDE OF OPENING
(TOP 2x4 SUPPORTS BOTTOM PLATE
OPENING
FOR DETAILS AND SPECIFICATIONS)
JACK STUD ASSEMBLY TO BE SECURED
ONE PLY AT A TIME. USE 12d NAILS, (2)
OF 2ND FLOOR)
- -
EXTERIOR BEARING STUDS
ZX EXTERIOR STUDS
1116' D.S.B. SHEATHING OR 1/2' CDX
[ SIZE AND SPACING PER NOTE "11,
WITHIN 6' FROM EACH END 4 NO MORE
,
THAN 12 O.C. STAGGERED
PLYWOOD OVER PRE-ENGINEERED
UNDER CATEGORY TIMBER ON
ROOF TRUSSES
GENERAL NOTES SHEET GN)]
-
NOTE: ROOF
CONDITIONS MAY
�%
JACK STUD A56EMBLY TO BE
SECURED ONE PLY AT A TIME. USE 12d
SECOND FIN. FLR
VARY
NAILS, (2) WITHIN 6 FROM EACH END 4
NO MORE THAN 12' D.C. STAGGERED
CURE EACH JACK 4 KING STUD
_7f ----WINDOW
SILL w/ CRIPPLE STUDS ,s 16' O.C.
�"
��
. '-
-
"'
t0 BOTTOM PLATE w/ SIMPSON SP4
DIAMETER ANCHOR BOLT 0 12' D.C.
MAX w/ 1 EMBEDMENT w/ 2 DIAMETER
��������
-
°
- = -
or USP SPT4
o
WASHER
TOP OF WALL
l�
�
HEATHING t0 LAP TO TDP OF
SIMPSON or USP MSTAM24 0 EACH JACK
- _
%i'
-
MASONRY WALL.
SHEATHING MUST NOT BREAK 1'-4' MIN.
SECURED w/ (3)Y' x 13/4' TAPCDNS TO
•
_____ .. - ��•
PRE-ENGINEERE
CONT. 2x6 w/ (6) IbNAILS �
• .
-= -
FROM 2ND FLOOR LINE
�� --
. .
CMU w/ MIN. 2 COVER 4 2 APART
2x8 BOTTOM PLATEd
FLOOR TRUSSES
BOTTOM OF FLOOR TF4466
; ;
(BOTTOM 2X615 FOR WALL
BEARING CONDITION
SHEATHING NAILER)
(PER PLAN)
TYPICAL PRECAST LINTEL
ROOF TO SECOND FLOOR
WALL
EXTERIOR WINDOW DOOR
OPENING IN FRAME
WALL
WINDOW OPENING IN 2 -STORY WALL
3 PARALLEL SCALE: 3/4'=1'-0'
5 TWO STORY
SCALE: 3/4'=1'-0'
7 Two STORY
SCALE: 3/4'■1'-0'
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\DOOOODOOOJ
E
8E
0
r
c
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL,:
LARGO
(VERSION#01)
PROJECT#:
02997.000 09OR1
PAGE:
SECTIONS/
DETAILS
ARCHITECT-
STATE OF FLORIDA
JUN 2
D41��: 6/20/18
*/ALE: 1/4 ))=1'-0"
Ryan Homes -Openings
:Vendor: 84 Lumber
Vendor Number: Mill
Windows - Wing Glass Doom - DOUBLE PANE LOW E
FL# Unit SIZO Doscription Masonry Oponhig Frame Opening
FL# Pa rt# Unk Size Dwrlytion Maswry Opening Frame Oponina
'Part
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
16100
16100
16104
L0369270
L0367192
L0297193
L0426486
EA
EA
EA
EA
26 TW 1/2 EYEBROW
26 TW W/ARCH
26 TWIN
2626 FX
WDW VINYL SH WHT W/GR & SCRN74
WDW VINYL SH W/GR & SCRN
WDW VINYL SH CLEAR NO GR W/SCRN
WDW VINYL W/GR3011
1/2- X 95"
741/2" X 76
741/2" X 72'
X 30#
14634
14634
14634
14634
14634
L0434206
L0429616
L0354136
L0298912
L0295466
EA
EA
EA
EA
EA
12/0 X 8/0 OXXO
16/0 X 8/0
5/0 X 6/8
5/0 x 8/0
6/0 X 6/8
DOOR SGD ALUM (WHITE) W/SCRN
DOOR SGD ALUM (WHITE) W/SCRN
DOOR SGD ALUM W/SCRN
DOOR SGD ALUM (WHITE) W/SCRN
DOOR SGD ALUM (WHITE) W/SCRN
147" X 961/2"
191- X 961/2" - TO 286"
621/4" X 811/2"
62 1/4- X 96 1/2-
741/4" X 811/2-
16103
L0367491
EA
2640
WDW VINYL SH CLEAR NO GR W/SCRN
3011 X 4811
16104
15317
L0366994
L0354138
EA
EA
2650 FX
2850
--.-,.-.,-,---WDW -.VINYL SH CLEAR NO GR NO SCRN
WDW VINYL CSMT W/GR & SCAN
3001 X 60"
32" X 60"
14634
L0295467
EA
6/0 X 8/0
DOOR SGD ALUM (WHITE) W/SCRN
741/4" X 961/2"
14634
L0303298
EA
8/0 X 6/8
DOOR SGD ALUM (WHITE) W/SCRN
981/4" X 811/2"
16103
16104
L1040440
L0296557
EA
EA
2860
3/0X3/0 FX TMP
----------WDW VINYL SH WHT W/GR & SCRN
WDW VINYL SH CLEAR NO GR36"
32" X 72"
X 36"
14634
L0310660
EA
8/0 X 8/0
DOOR SGD ALUM (WHITE) W/SCRN
98 1/4' X 96 1/2'
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'
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"
a
\000000000
16104
L0317308
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
36'0 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"X48"
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 & SCAN
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
721/2"' 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
16100
L0367489
L0366804
EA
EA
3050 FX
3050 TPL
WDW VINYL NO GR
WDW VINYL SH CLEAR NO GR W/SCRN
3611 X 6014
109" X 60"
16103
L0303300
EA
1H2 FX TP
WDW VINYL SH W/GR
271/2" X 26"
16103
L0412312
EA
1H3
WDW VINYL SH NO GR W/SCRN
27 1/2- X 38 3/8"
16100
16100
L0298922
L0354148
EA
EA
3050 TWIN
3050-4050FX-3050WDW
WDW VINYL SH CLEAR NO GR W/SCRN
Vl.NYL W/GR & SCRN
72 1/2" X 60"
X 60"
16103
L0317304
EA_
WDW VINYL SH CLEAR NO GR W/SCRN
27 1/211 x so 5/810
16103
10419869
EA
__._lH4
1H4 W/1/2RD
WDW VINYL SH W/GR & SCAN
271/2 X 68 5/8"
16103
16103
16103
10419409
L0477376
L0367188
EA
EA
EA
3056 ARCH TOP
34
35
WDW VINYL SH W/GR & SCRN
WDW VINYL SH CLAR NO GR W/SCRN
WDW VINYL SH NO GR W/SCRN
541/8" X 50 518
541/8" X 63"
_121"
36" X 70"
16103
L0319054
EA
1H5
WDW VINYL SH W/GR & SCRN
271/2" X 63
16103
L0419870
EA
1H5 W/1/2RD
WDW VINYL SH W/GR & SCRN
271/2" X 81"
16103
L0432419
EA
lH6
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
lH6 ARCH TOP
WDW VINYL SH W/GR & SCRN
271/2" X 76"
16103
L0364384
EA
36
WDW VINYL SH W/GR & SCAN
541/8" X 72
16103
L0298906
EA_—
IH6TMP W/l/2RD
WDW VINYL SH W/GR & SCRN
271/2" X 90"
16103
16104
L0327816
L0367490
EA
EA
36 ARCH TOP - ------
4020 FX TMP
WDW VINYL SH W/GR & SCRN
WDW VINYL FX CLEAR NO GR
541/8" X 76
48" X 24"
16104
L0434441
..
EA
2020 FX
WDW VINYL FX CLEAR NO SCRN
24" X
16104
L0298926
EA_
2 020 FX ARCH TOP
WDW VINYL FX WHT W/GR
24" X 28"
16103
I5865
L0430847
L0434426
EA,,----.,4030FXTMP
EA
4036
WDW VINYL SH CLEAR NO GR
WDW VINYL SLIDER WHT W/GR & SCRN
--- — - — -
48" X 36"
48" X 42"
16104
L0369491
EA
'
2026 FX
WDW VINYL FX WHT W/GR
24" X 30"
16103
L0327818
EA-.-
2030
WDW VINYL SH CLEAR NO GR W/SCRN
24" X 36"
I5865
L03S4129
EA
4040__'__________
VINYL SLIDER NO GR W/SCRN
48" X 48"
16104
L0352196
EA
-------
2030 FX
WDW VINYL FX WHT W/GR
24" X 36"
16104
10354141
EA
4040 FXWDW
-----.-,--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
10368324
EA
4050
WDW VINYL SH WHT W/GR & SCRN
11 X 48 6010
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
6011 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
4
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
54X12X24 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
58X28X56 1/2 RD
WDW VINYL W/GR
58" X 61"
L0298930
EA
2060 TMP W/1/2 RND
WDW VINYL SH WHT W/GR & SCAN
24" X 98"
16104
L0298911
EA
58X40X30 ARCH
WDW VINYL W/GR
581' X 441'
L0351034
EA
23
WDW VINYL SH CLEAR NO GR W/SCRN
38 X 38 3/8"
16103
L0314657
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/SCRN38"
X 50 5/8"
16103
10369187
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
16104
L0429519
L0354132
EA
EA
2014
3014
TRANSOM VINYL WHT NO GR
TRANSOM VINYL W/GR
25" X 17"
24" X 16"
36" X 16"
16103
10298907
EA
2430
WDW VINYL SH W/GR & SCRN
28" X 36"
16103
10367488
EA
2436 FX
WDW VINYL SH WHT W/GR & SCAN
28" X 42"
16104
L0354133
EA
3044
TRANSOM VINYL W/GR
__37"X_17"_
37" X 53"
36" X 52"
16100
10430846
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
L0798908
EA
E'
2460 TMP
WDW VINYL SH W/GR & SCRN
28" X 72
16104
16104
L0328436
L0354134
EA
EA
3616 ARCH
3624 ARCH
TRANSOM VINYL WHT W/GR
TRANSOM VINYL W/GR
43" X 23"
43" X 33"
42" X 23"
42" X 33"
16103
10295456
EA
25
WDW VINYL SH CLEAR NO GR W/SCRN
38" X 63"
16103
L0300838
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
16104
L0300837
L0295463
EA
EA
4613
4620
TRANSOM VINYL WHT W/GR5414
TRANSOM VINYL WHT W/GR
55"X 25"
X_15"
54" X 24"
16100
L0310640
EA
25 TW 1/2 EYEBROW
WDW VINYL SH WHT W/GR & SCRN
741/2" X 75"
16100
10300839
EA
25 TW W/ARCH
WDW VINYL SH W/GR & SCRN
741/2" X 67"
16104
16104
L0354135
_L0354131
EA
EA
4626 ARCH
5016
TRANSOM VINYL W/GR
TRANSOM VINYL W/GR
55"X 34"
61"X 19"
54" X 34"
6411 X 18'0
16100
L0295457
EA
25 TWIN
WDW VINYL SH CLEAR NO GR W/SCRN
741/2" X 631#
16103
16103
16103
L0317305
10369490
L0295459
EA
EA
EA
25 W/l/2 RD
26
26 ARCH TOP
WDW VINYL SH W/GR & SCRN
WDW VINYL SH CLEAR NO GR W/SCRN
WDW VINYL SH W/GR & SCRN
38" X 86"
38" X 72"------
38" X 76"
Door*
EA
EA
EA
2/86/8
6/8
2/8 8/0.—
Door
Door
___—fir
oor------
35 5/8" X 831/16"
39 5/8" X 83 1/16"
35 5/8"X991/16"
341/8" X 82 5/16"
38 1/8" X 82 5/16"
34 1/8" X 98 5/16"
16103
L0361749
FA
EA
26 TMP W/l/2 RND
WDW VINYL SH W/GR & SC RN
38" X 95"
16100
10434442
a
EA
26 TRIP
WDW VINYL SH CLEAR NO GR W/SCRN
111" X 72"
EA
------
3/08/0
Door
39 5/8" X 991/16"
381/8" X 98 5/16"
A R C N I T E C T3
Desi n
roupinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA#:0003325
E
8
E
0
L
SU3B]DIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/090RI_
PAGE:
WINDOW
SCHEDULE
L
ARCHITECT -
STATE OF FLORIDAl
;IN "'/ AlF,
6/20/18
I 30AIM: 1/4"=11-0$1 1
SHEET
D 7
\000000000
E
8
E
0
L
SU3B]DIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000/090RI_
PAGE:
WINDOW
SCHEDULE
L
ARCHITECT -
STATE OF FLORIDAl
;IN "'/ AlF,
6/20/18
I 30AIM: 1/4"=11-0$1 1
SHEET
D 7
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH -9 9' O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ %a' LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
6 1' O.C. 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:
1. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE W/ ASTM C1063
2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH 1
APPROX. 6' LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
'OR LE55 PIPE PENETRATION —�
S7AR71uCs WITH THE 50?70M
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH WISE WITH ADHESIVE
?0 THE EXTERIOR)
ALIGN THE PR07ECT0 FORM FLASH
1U17N THE CENTER OF THE PIPE. ADHERE
FORM PLASH I TO THE BOTTOM HALE OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
GAP MIN
b'i. TO 8' b' TO 8'
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 C 1063-12A
airs 1
INSTALL FA5TENER5
(CLIP5, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
EX
E PENETRATION DETAIL
3 KTs.
J' THICK, 3 COAT CEMENT
PLASTER
WR5 LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
61' (VERT.) O.C. MAX AT 5UPPORT5
WR5 LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6' TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
&L
PE "M" CONTROL JOINT
E
NOTE: APPLY SEALANT AT 'M' CONTROL
JOINT END TO END CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5.
TAKE SECOND PIECE OF FORM
FLASH 1 AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WR5 LAYER 1,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WR5 LAYER *2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH 1
CONFORMABLE AIR/VAPOR
BARRIER 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 BASES
SHALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE
AT INTERVALS NOT MORE THAN 9'
(229 -MM). A5 PER ASTM C1063 1.8.1.
NOTE:
FOR REPAIR OF TEARS IN WR5 LAYERS,
TEARS MAY BE PATCHED PEEL 4 STICK
WOOD STU
SHEATHI
WR51 TAPED T
SHEATHING w/ Wi
#2 OVER TOP. Wl
02 TO BE LAPPS_
VERTICALLY 6' MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE 1'
VERTICAL LAP MIN.
LATH VERTICAL
LAP TO BE 1"
' MIN LAP •
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
HORIZONTAL LATHPAPER LAP
& PAPER DETAIL 2 : N.TA
SIDING
WOOD SHEATHING
WATER RESISTIVE BARRIER
LAP SIDING (PER BUILDER)
MINIMUM LAP (PER MANUR 5PE05)
WEEP SCREED
STARTER STRIP (PER MANUF. 5PEC5)
MINIMUM CLEARANCE
(PER MANUR SPECS)
5'X1' CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
-ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 sca.e: N.Ts.
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6' -9 VERTICAL LAPS (ROLL ENDS) 4
6' 6 HORIZONTAL LAPS.
METAL LATH
TAPE WR5 LAYER
1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
_a
CV
STUCCO
8" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER "2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WR5 LAYER *1,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
T Vr_PMn
DRAINAGE PLANE
(WR5 LAYER 01,
5TUCCOWRAP OR
APPROVED EQUAL)
WR5 LAYER *2
Z
(FORTIF15ER
BUILDING PAPER OR
7nI I APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING
SELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC 8103.1.1 / ASTM C-541-09,
MIN. 2.5 L55, PER 5Q. YARD
(UTILITY OR NOMINAL LATH QOES
NOT MEET SPEC IFICATION5)
WR5: WATER RE516TIVE BARRIER
A R C H IT E C T S
1441 N. KUNALU KtAUAN t5LVU.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774'4078
www.abdesigngroup.com
AA #: 0003325
E
8H
m
E
0
L
C
SUBDIEV. 8e LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL.
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
WALL
ASSEMBLY
DETAILS
CARCHITECT'
STATE OF FLORIDA
JUN 2 1
]:)**E: 6/20/18
9 ALE: 1/4"=1'-0"
SHEET
01111111111
\000000000
E
8H
m
E
0
L
C
SUBDIEV. 8e LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL.
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
WALL
ASSEMBLY
DETAILS
CARCHITECT'
STATE OF FLORIDA
JUN 2 1
]:)**E: 6/20/18
9 ALE: 1/4"=1'-0"
SHEET
s' THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAPS KICKOUT
DIVERTER 1' MIN.
STEP FLASHING
FELT UNDERLAYMENT
SHINGLE ROOFING
DRIP EDGE: OVERLAP 3',
EXTEND 1/2' BELOW
SHEATHING, MECHANICALLY
FASTEN 4' O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING
AT BOTTOM OF ROOF 4 WALL
INTERSECTIONS
WR5 LAYER'02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, 5TOP WR5 APPROX.
1 Yz' ABOVE SHINGLES
5ELF-ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
FA501A WRAP
(�)KICKOUT DETAIL
V_4LE: KTB.
A�,- A t„ CEIYr- 1 COAT OF 5HE8-CRETE
',ONCRETE WATERPROOFER or
;OAT PRIOR TO ELEC. METER
ON
APPLY SEALANT AT TOP 4
SIDES OF ELEC. METER BOX
AFTER STUCCO INSTALLATION
(PER 3/WA1)
ELEC. METER FIELD VERIFY
LOCATION
ELEC. METER FIELD VERIFY LOCATION
ELECTRICAL CONDUIT
PENETRATION
8 SCALE: NTS.
SEALANT ON TOP 4 SIDES ONLY
CAVITY TO BE FILLED WITH RIGID
POLYMERIC ISOCYANATE-POLY5LEND
FOAM ('GREAT STUFF" OR SIMILAR)
J '—FLA5H OPENING WITH PROTECTO FORM FLASH 1
5ELF ADHERING FLASHING PER FLASHING
METHOD AS DESCRIBED IN DETAIL 3 OF WA1
'PIPE PENETRATION DETAIL'
APPLY 1 COAT OF SHER-CRETE FLEX15LE CONCRETE
WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN
OR METER CAN COM50 OR METER CAN AND D 15CONNECT
WR5 LAYER *1, 5TUCCOWRAP COR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP 15 TO BE SET IN CONTINUOUS RED OF
SEALANT.
ONE -PE ICE HOODED VENT ATTACHED PER MANUR
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
NON-MOVA5LE FRAME AND STUCCO ON ALL
5IDE5, Y' SEALANT e JOINTS ALL AROUND
$" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WR5 LAYER *2, FORTIF15ER BUILDING
PAPER COR APPROVED EQUAL) BUILDING PAPER
DR��R�VENT FRAME) OVER 'QUICK FLA5HI
PIPE THROUGH WALL
BUILDING PAPER
UNDER 'QUICK FLA5H'
VENT PENETRATION
A scaLE: KT,S.
— WOOD SHEATHING
WOOD WR5 LAYER I/
CONSTRUCTION t STUCCOWRAP (OR
WOOD
APPROVED EQUAL)
SHEATHING WR5 LAYER 02, WOOD
FORTIF15ER CONSTRUCTION
BUILDING PAPER (OR
APPROVED EQUAL)
' THICK, 3 COAT CEMENT -
1,000D FRAMED PLASTER
WALL )/8' TO 1/8' MID -WALL
WEEP SCREED
6' SELF -ADHERING FLASHING
—WR5 LAYER 02, FORTIF15ER
BUILDING PAPER COR
APPROVED EQUAL)
—METAL LATH
1/8' TEXTURED FIN15H 6 WOOD
— FA5TEN TO WOOD STRUCTURAL
MEMBER e 1' O.C. MAX
3V TO %' MI -WALL
WEEP 5CREED
—(o' WIDE STRIP SELF
ADHERING FLASHING, CLEAN
MASONRY BEFORE APPLYING
TEXTURED FIN15H 6 MA50NRY
HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREE]
(FRAME TO FRAME) 4 -n- \ (�FRAME TO BLOCK
NOTE: PROTECTED FLA5H TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS
WR5 LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
PROTECTO FORM FLASH I
5ELF ADHERING FLASHING
APPLY 60 MIN GRADE "D' FELT
OVER 5ELF-ADHERING FLASHING
OVER APROVED HOU5EWRAP
WR5 LAYER *2, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
APPLY E -Z BEAD
(OR APPROVED EQUAL)
OVER 60 MIN GRADE 'D'
FELT -PROVIDE SEALANT
AT ALL JOINTS AND
01
INTER5ECTION5
STEP 4
TEXTURED CEMENTITIOU5
COATING
PREMANUR DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT 6 ALL SIDES
(@IR
YER VENTBLOCKE: HTB.
PER F5C 8103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
COMPLY WITH THE APPLICATION REQUIREMENTS OF
ASTM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH ASTM C 1063-12A
STEP 5
LEGEND
DRAINAGE PLANE
(WR5 LAYER *1, 5TUCCOWRAP
OR APPROVED EQUAL
WR5 LAYER 1*2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
a
da e
WOOD SHEATHING -
5ELF-ADHESIVE FLASHING
NOTE:
METAL LATH. LATH TO BE PER F50 8103.1.1 / A5TM
C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH 1 INTO THE OPENING
AND ADHERE TO THE
INTERIOR OF THE BOX.
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
EXTERIOR
RECEPTACLE
(::-,-))ELECTRICAL SCALE: KTA (iWME CONST)
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 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN
,SATE: 6/20/18
SCALE: 1/4"=1'-0"
SHEET
WA2
\000000000►
SUBDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT:
STATE OF FLORIDA
JUN
,SATE: 6/20/18
SCALE: 1/4"=1'-0"
SHEET
WA2
WOOD SHEATHING
WOOD CONSTRUCTION
3/4' NAT CHANNEL W/ Na'
WRB LAYER *1, STUCCOWRAP
TYPE 'X" DRYWALL
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER 12, FORTIF15ER BUILDING
�
PAPER (OR APPROVED EQUAL)
' THICK, 3 COAT CEMENT
WRB LAYER *i,
PLASTER
5TUCCOWRAP (OR
AM(o(o-WFWC-180 CUSTOM CASING
APPROVED EQUAL)
BEAD (OR APPROVED EQUAL)
J' TH I CK, 3 COAT
CEMENT PLASTER
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER *2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
n
WRB LAYER *1
'
(o' 5ELF-ADHEREING FLASHING
5TUCCOWRAP
WRAPPED -9 CORNER OF CANTILEVER
(OR APPROVED EQUAL) K
AMICO AM(o(o-WFWC-180
x AMIGO AM(o(o-WFWC-180 CUSTOM
CUSTOM CASING BEAD -
- CASING BEAD (OR APPROVED EQUAL)
(OR APPROVED EQUAL)
(W/OPT. WEEPS)
DO NOT CAULK OR
SEAL GAP
CASING BEAD DETAIL @ CANT.
FIN15H LAYER (2 LAYER
PEEL 4 STICK)
6' PEEL 4 STICK 6 DRIP
EDGE TO DECK
1 Y2'XI Y4' P.T. OR 51MULATED 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 'a DRIP EDGE TO DECK
SUB FLOOR
FULL SHEETS OF PEEL 4 STICK
1 y'X1 %4' P.T. OR 51MULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
Y' GAP FOR BACKER
ROD 4 SEALANT
" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
***COMPONENTS PULLED
---, 1 APART FOR CLARITY
LEGEND
DRAINAGE PLANE
(WRB LAYER *1, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER *2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO °
WOOD SHEATHING Wil/ Aja
5ELF-ADHE5IVE FLASHING
VINYL (OR APPROVED.
EQUAL) CASING BEAD
5/8' TYPE "X' DRYWALL
W/TEXTURED 4 PAINTED FIN15H
8" 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, Yz'
MIN. SPACE FROM DRIP FACE TO TREX
Y4" GAP FOR BACKER ROD 4 SEALANT
VINYL (OR APPROVED EQUAL) CA51NG BEAD
WEATHER RE51STIVE BARRIER *1
WEATHER RE515TIVE BARRIER *2
DECK MEMBRANE, EXTEND OVER DRIP EDGE
-3" X 3" 2(o GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM
NOTE:
METAL LATH: LATH TO BE
PER FBG 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
WEATHER RES15TIVE
BARRIER *2
' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4' POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
11A)DRIPKTA EDGE INSTALLATION
SCALE
Y4' GAP FOR BACKI
ROD 4 5EALA
VINYL (OR APPROVED E=
CA51NG BEo
WATER PROOFING 1st LAYI
(2 LAYER PEEL 4 STIC
PEEL 4 STI(
SUB FLO(
DRIP FACE TO TREX MODIFIED
VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 1V2'X1 Y2" P.T. OR SIMULATED WOOD (TRE
WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUO
PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR 5EALAN'
DECK TO CANTILEVER OPT. BACKER Rc
$' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RE615TIVE BARRIER *1
WEATHER RE51STIVE BARRIER *2
4' POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
11 B wiiin I,I.t$.
' THICK,
VINYL (OR APPROVED EQUAL
VINYL (OR APPROVEC
VINYL (OR APPROVED EQUAL
2x FRAMING MEMBER
1' THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED TO
SHEATHING 6 1' O.C. MAX.
WRB LAYER *i, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER *2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
CORNER BEAD (� FRAME
12A: -ALE:
CORNER BEAD
(FASTENER 4 SPACING 1" O.C.)
CMU
%' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
420--tER BEAD @ BLOCK
I [MAI CI I= ATl Ilk le
NOTE: SET RAILING LAG BOLT ATTACHNMENT5
IN SEALANT, WHERE APPLICABLE
BARRIER *1
BARRIER *2
4 FLASHING
FULLY
F CEMENT
V. METAL DRIP EDGE SET
SLANT, Y" MIN. SPACE FROM
K
:R RE515TIVE BARRIER *1
_R RE515TIVE BARRIER *2
IOR COLUMN
N SHEATHING
= ADHERING 4 FLASHING
'L' FLASHING FULLY
)DED IN ROOF CEMENT
2(o GA. GALV. METAL DRIP EDGE
FULL BED OF SEALANT, Y' MIN.
FROM DRIP FACE TO TREX ON
51DE5 OF COLUMN
COR APPROVED EQUAL) CA51NG BEAD
PROOFING 1st LAYER (2 LAYER PEEL 4 STICK)
'ED FROM BALCONY DECK TO CANTILEVER
K, 3 COAT CEMENT PLASTER
LATH
SHEATHING
IER RE515TIVE BARRIER *1
IER RE515TIVE BARRIER *2
51TIVE DRAIN WEEP SCREED
�P IN FIELD
IN FOR CLARIFICATION OF
RATE ACCE55ORIE5 ONLY)
BALCONY DRIP
COLUMN W
GE INSTALLATION
L FLASHING
AItCH ITEC TS
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
\000000000
SUHDIV. & LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL.'
LARGO
(VERSION#01)
PROJECT#:
02997.000/09OR1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHTECT'
STATE OF FLORIDA
JUN, 2 1
/20/is
0;6 ALE: 1/499=11—O"
SHEET
�A
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
COR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER
BUILDING PAPER COR
APPROVED EQUAL)
METAL LATH
a" THICK, 3 COAT
CEMENT PLASTER
6'5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER #1, 5.
COR APPRO1
WRB LAYER #2, FORTIF15E
PAPER COR APPRO1
r
$' TH
CEMr
(o" SELF
WINGvw m-hAivn.:
CASING BEAD @ WINDOW
*sj_�FE, NO BAND N.Ta.
WOOD CONSTRUCTION BEYON
WOOD 5HEATHIN
WEATHER RE515TIVE BARRIER '
WEATHER RESISTIVE BARRIER '
alb' X 1 Y4' LAP SIDING W/6' REVE4
(o' 5ELF-ADHERING FLA5HIN
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
DO NOT CAULK OR SEAL OPENIN
GALV'D METAL 'Z' FLA5HINl
STUCCO CASING BEA'.
SIDING TO STUCCO
BLOCK TO FRAME TRANSIT
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
Wb' X 7 Y4' LAP 51DING W/6 REVEAL
6' 5ELF-ADHERING FLASHING
STARTER STRIP PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
DO NOT SEAL OPENING
GALV'D METAL "Z" FLA5HING
E -Z BEAD VINYL
(OR APPROVED EQUAL) CASING
(W/%a' FLEXIBLE PVC BACKER ROD)
6' 5ELF-ADHERING FLASHING
%a' THICK, 3 COAT CEMENT PLASTER
WEATHER RESISTIVE BARRIER #1
WEATHER RE516TIVE BARRIER 02
5TUCCOWRAP
EQUAL)
�G
=ORTIFIBER
R COR
JAL)
T
:R
WOOD SHEATHING
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #21 FORTIF15ER
BUILDING PAPER
COR APPROVED EQUAL;
METAL LATH
s" THICK, 3 COAT CEMENT
PLASTER
VINYL COR APPROVED EQUAL)
ANGLED CASING BEAD
6'6ELF-ADHERING FLASHING
DRIP CAP
WOOD SHEATHING
WRB LAYER #i, 5TUCCOWRAP
} COR APPROVED EQUAL)
T1
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
COR APPROVED EQUAL)
1" -METAL LATH
1'4
OEo
W F $" THICK, 3 COAT
4RITY)
� OR CEMENT PLASTER
WINDOW FLANGE
WRB LAYER 01, 5TUCCOWRAP COR APPROVED EQUAL)
VINYL COR APPROVED EQUAL) ANGLED CA51NG BEAD
WRB LAYER 02, FORTIFIBER BUILDING
PAPER COR APPROVED EQUAL)
METAL LATH
' THICK, 3 COAT
CEMENT PLASTER
6 "SELF -ADHERING
FLASHING
DRIP CAP
CASING BEAD C WINDOW WINDOW FLANGE
FRAME, W BAND
13B �: N.Ta.
(o' SELF -ADHERING FLASHING
WEATHER RESISTIVE BARRIER #1
WEATHER RE515TIVE BARRIER #2
STARTER STRIP PER
MANUFACTURER'S INSTALLATION
INSTRUCTIONS
(o' SELF -ADHERING FLASHING
GALV'D METAL 'Z' FLA5HING
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' FLA5HING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER #2
GALV'D METAL 'Z' FLASHING
DO NOT CAULK OR SEAL OPENING
WEATHER RESISTIVE BARRIER 01 TO LAP
6' MIN. ABOVE TOP OF "Z' FLA5HING
(o' SELF -ADHERING FLASHING
I.IL A jWEATHER RE515TIVE BARRIER "I
E -Z BEAD VINYL (OR APPROVED EQUAL)
CASING (W/%' FLEXIBLE PVC BACKER
ROD)
WEATHER RESISTIVE BARRIER "2
SIDING TO STUCCO
(a? FRAME TO FRAME TRANSITION
; RTA.
LEGEND
DRAINAGE PLANE
(WRB LAYER 1, 5TUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER #2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO -
a
as
WOOD SHEATHING
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C -a47-09, MIN, 2.5 LBS. PER 5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SEALANT—
WINDOW FRAME —
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
1X TRIM MEMBER G STUCCO
TO 51DING TRANSITION
51D ING —,
COR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER 1, 5TUCCOWRAP
COR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER COR APPROVED EQUAL)
" TH I CK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CA51NG BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
SIDING TO STUCCO
CASING BEAD
�
vLtii�l I 1 �
CASING BEAD @ RAISED
BAND FRAME
15: N.Ta.
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LATER 02, FORTIF15ER
BUILDING PAPER
COR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER 01, STUCCOWRAP
COR APPROVED EQUAL)
CA51NG BEAD
(o" SELF ADHERING
FLASHING OR PEEL 4 STICK
WOOD SHEATHING
WRB LAYER #1, STUCCOWRAP
COR APPROVED EQUAL)
WRB LAYER #2, FORTIFIBER
BUILDING PAPER
COR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT CEMENT
PLASTER
THICK, 3 COAT
CEMENT PLASTER THICK, 3 COAT CEMENT
PLASTER
_Y1 GAP rrpEA METAL LATH METAL LATH
CASING BEAD SEALANT
TO WINDOW
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WRB LAYER #2, FORTIFIBER
WINDOW FRAME •� UI TNG A
BLD P PER
(OR APPROVED EQUAL)
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL) I __
(o' WIDE PEEL 4 STICK
OVER FLANGE
E -Z BEAD VINYL 2X FRAMING
(OR APPROVED EQUAL) CASING MEMBER
(W/Ya' FLEXIBLE PVC BACKER ROD
INCLUDED)
*APPLY FULL BED OF
SEALANT BETWEEN —
FLANGE 4 BUILDING WRAP
BEAD WINDOW CASING
@215 NTa.
E -Z BEAD VINYL (OR
APPROVED EQUAL) CA51NG
(W/V FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
(o' SELF ADHERING FLASHING
WOOD SHEATHING
DETAIL EXPLODED
CLARITY
FOR
A R C H IT E C TS
Desi n
ro u inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. a bdesigngroup.com
AA #: 0003325
r
�
\000000000
stmDIv. 8e LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
0299'7.000 090R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHTECT.
JUN 2 Y11016
ID E: 6'/20/18
3bALE:1/4 $$ =1' - 0"
SHEETT
V V
CUT HOU5EWRAP AT
45° ANGLE
MODIFIED "I" CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER WD
STUD WALL
TEMPORARILY FOLD -UP
SECURE HOU5EWRAP (0
"" ' ~" ~' A P UNDER) at HEA
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP
18 s.aLe: Kra. (FRAME)
APPLY OSI W2U (OR
EQUAL) SEALANT •
WINDOW/CMU JOINT.
FLUID APPLIED
FLA0+4Ws (LANCO
WHITE -SEAL RC -865
OR EQUAL).
SLOPE SILL
TO EXTERIOR
WALL FLASHING
FOLD HOU5EWRA
IN AT JAM55 4 51L
SLOPE SILL R.O. TI
EXTERIOI
INSTALL 6" 5ELF-ADHERING
FLASHING OVER NAILING
FLANGE AT JAM55
EXTEND FLASHING MIN I"
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
ALIGN FLEXIBLE
SELF -ADHERING
�5HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAIL5,
STAPLES)
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
aifir u
NOTE:
1. IT 15 THE CONTACTOR5 RE5PON515ILTY
TO VERIFY THE COMPATIBILITY 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
COMPATIBLE.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
6" SELF -ADHERING
F OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
5ELF-ADHERING
FLASHING I" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
c5/a,
APPLY %' NOM. CONTINUOUS
BEAD OF SEALANT AT JAMBS
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W/ PRE -PUNCHED HOLES
OR SLOTS,
SUPER STRETCH
BUTYL FLASHING
STEP 3 L—S" VERT. END
DAMS REQ'D. AT
EACH END OF SILL
'MIN. TEXTURED
:EMENT I T I OU5 COATING
)VER BLOCK
15EWRAP DOWN 4
D I AGONAL CUT 4
HEAD OF WINDOW
STEP 4
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING 5TRETCHA5LE
FLASHING 4 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PLL
LEVEL AND SQUARE f
MANUFACTURERS WRIT
IN5TRUCTI,
APPLY MEMBRANE
FLASHING OVER JOINT
'MIN. TEXTURED
'.EMENT I T I OUS COATING
)VER BLOCK
0lz,r u
(o" WIDE ADHESIVE
:LEXIBLE 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
STEP 5
�.J1L'1 e7
" MIN. TEXTURED
`EMENT I T IOU5 COATING
OVER FRAME
STUCCO OVER FRAME
(MIN. THICKNESS")
SIDING LOOK
S. FLORIDA
A R C H IT E C TS
Desi n
rou �nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�I'I'll'I'I
\000000000
SUSDIV. 8e LOT:
KENSINGTON
RESERVE
(LOT 90)
MODEL:
LARGO
(VERSION#01)
PROJECT#:
02997.000 090R1
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHrTECT'
STATE OF FLORIDA
JUN 2 1
DA#ft: x/20/18
SCALE:
SHEET
�