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INDEX OF DRAWINGS
SHEET NO. DESCRIPTION
CS COVER SHEET
95
UN— GENERAL NOTES
1 FOUNDATION PLAN
2 DOWEL PLAN
3 LINTEL PLAN
3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S
4 FLOOR PLAN - FIRST FLOOR
XXX0 0 — 0 0 4.1 FLOOR PLAN - SECOND FLOOR
5 ELEVATIONS - FRONT & REAR
5.1 ELEVATIONS - LEFT & RIGHT
6 TRUSS PLAN - FIRST FLOOR
FOR: 7 TRUSS PLAN - ROOF PLAN
8 ELECTRICAL PLAN - FIRST FLOOR
8.1 ELECTRICAL PLAN - SECOND FLOOR
9 PRODUCT APPROVAL
D1 FOUNDATION DETAILS
D2-D7 ARCHITECTURAL DETAILS
WAl-W5 WALL ASSEMBLY DETAILS
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ya n h o m e s. co m TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER j fL00D AIR MEAN
SNOW Speed"'Topographic DESIGN a Frost DESIGN UNDERLAYMENT n FREEZING ANNUAL
LOAD (mph) effects" CATEGORY` Weathering depth° Termite`, TEMP` REQUIRED' HAZARDS INDEX' TEMP
N/A 160-C N/A Ne li ible N/A Very 45 N/A N/A N/A N/A
/ g g Heavy
DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE
01-01-18
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS
6TH EDITION(2017)
• ALL LOCAL AND STATE CODES DATE DESCRIPTION
*OCCUPANCY — RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE — VB 1ST FLR. LIVING WO SQ. FT.
•MIN. INTERIOR FINISH — CLASS C 2ND FLR. LIVING 1,215 SQ. FT.
• BASIC WIND SPEED — VULT = 160 MPH GARAGE 444 SQ. FT.
— VASD = 124 MPH
RISK CATEGORY II TOTAL LIVING2(039 SQ. FT.
•EXPOSURE CATEGORY — EXPOSURE C ENTRY 50 SQ.FT.
• 1—STORY RESIDENCE — F'ATIO 21 SQ. FT.
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES
TOTAL 2,110 SQ. FT.
• STATE OF FLORIDA CU51C VOLUME LIVING16,204 SQ. FT.
CERTIFIED BUILDING CONTRACTOR:
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA ELEVATION A 40'-0" 38'-0"
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, LLC.
1441, NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Fax: (407) 774-4078
Tel: (407) 774-6078
DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS,
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE
IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION. CANNED
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN St. Li '
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. , Q
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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PAGE:
COVER
SHEET
ARCHITECT -
STATE OF FLORIDA
MAR 2 I
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GENERAL NOTES
3.
4.
5.
9
7.
8.
9.
10.
13.
14.
15.
16.
17.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10,
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS PSF1
A. 1. SLEEPING ROOMS 30
A.2. ATTICS .W/STORAGE 20
A.3. ATTICS W/OUT STORAGE 10
A.4. POOLROOMS 75
A.5. BALCONIES 40
A.S. DECKS 40
A.7. STAIRS 40
A.B. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADSIPSF)
B.1. ALL AREAS 10
C. ROOF LIVE LOADS
C.I. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, BTH EDITION (2017).
D. ROOF DEAD LOAD IPSF)
D.I. FIBERGLASS SHINGLES - 17
D2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
E.1. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH
E.2, EXPOSURE CATEGORY C
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
E.A. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS t0.18
F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF
F.I. GUARDRAILS AND HANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
AREFOUND
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER" NOTE ON COVER SHEET (CS).
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER,
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
INSTALLATION OF STRUCTURAL PANELS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING
CODE RESIDENTIAL, 6TH EDITION (2017).
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R31222 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED, (2017).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEIUNG ASSEMBLIES, ROOF/CEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
2.
3.
4.
GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
318INCHES THICK, OR 20-MINUTE FIRE,RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE.
AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2-INCH GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR
EQUIVALENT.
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3,
4.
5.
6,
7,
8.
9.
10.
11.
12.
13.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS,
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL
BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOT15Y AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION,
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
WITH ASTM D-1557,
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS,
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
DO NOT SACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED
OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4".
4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED,
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE,
B. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TOANY CONSTRUCTION.
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE
MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE
THAN'/.INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 112 INCH TO 2,25 INCHES (13 TO 56 MM) IN LENGTH.
DOSAGE AMOUNTS SHALL BE FROM 0,75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM Cl116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25'
WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
C.I. #11 AND SMALLER
D. BEAMS & COLUMNS:
D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y2"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
ELECTRICAL
1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION.
2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
4, 75°/6 OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
5. 125-VOLT, SINGLE-PHASE, 15- AND 20"AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL.
6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL.
7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL.
8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE
INSTALLED FOR EACH MOTOR VEHICLE SPACE,
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
0.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2007)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
E.I. ENGINEERED WOOD CONSTRUCTION GUIDE
F, AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO.
A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS,
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE. TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS,
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD.
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS
GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" 088 EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS,
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 42.
14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDS_-R) THAT WILL PROVIDE TRUSS ENGINEERING FOR
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.
15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING
DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
16, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
17, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/IPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT.
19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNL@SS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MW).
21.
MAXIMUM STUD LOAD CAPACITY
(SYP #2)
FRAME WALL HEIGHT @ 8'-8"
WI NDSPEED/ EXPOSURE
160MPH/B
160MPH/C
160MPH/D
2x6 STUD SPACING
@ 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^M.' ANIAFLEX
3. CONDENSATION LINES SHALL BE MINIMUM'3W PVC (SCHEDULE 40), INSULATED WITH Y2" 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 SECTIONP2603.2 OF THE FBCR,
6TH EDITION (2017)
FIRF.RFRISTANT CAN3TRIICTIAN
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD,
FBCR, 6TH EDITION (2017) SECTION 302.7
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND,
NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
-- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS
-- "L' FLASHING -- HORIZONTAL LATH AND PAPER DETAILS
PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS
- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS
-- CASING BEAD DETAILS -- DRIP EDGE DETAILS
-- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS
-- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
-- WINDOW FLASHING DETAILS
SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (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 7IN. (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 AS 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. KVNALV HCAUAN 151-M.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III!'Illll
Lv�O
■�mm��
STJBDIV. ad LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2,195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
GENERAL
NOTES
ARCHITECT
STATE OF FLORIDA
MR 2
E: 3/21/19
S ALE:1/4"=1'-0"
SECURE STRAP
TO CONC. Wl (2)
3/llI TAPCONS
3 1/2" T
CONIC. SLA5
SIMPSON U15 ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT U1/ (2) Ol
1/4 SHEET METAL
SCI IS
A/C CONNECTION
TO PAD DETAIL
401-0
8,_10 11 7'_3'
@ 2 p
PAYERS
I I i�` S NIC
Dl
I' DEEP CONTROL JOINT
OL0'-0" FIN. ELEV. SAWCUT WITHIN 12 HOURS OF Lu ( in
CONCRETE PLACEMENT I I
■ FIN. GONG. SLA5 I (TYP.) ` � r; H ■
L
,i —
/� DI wl
19'-i" 0' 9'-011 31_01 01-0"
x UA J' CONDENSATION
W/ b'
LL J
3 IR' c�irLINE m 2
xb'-W1.4 W1.4
■ ON b-MIL POLY ETHYLENE 5A -STEM UP TO Dl
VAPOR 5ARRIER ON TEWITE DI 2ND. FLFL A/C i� W/H N 5A
■
TREATED WELL -COMPACTED U Dl
C1 CLEAN FILL
� 1 `\ -5 I/2 i i COI
Ilk
m l_g
A
9'-0" 31_01, S1-01, ■ `3 6i
Lit)I' DEEP CONTROL JOINT
to r PED-SAWCUT WITHIN 12 HOURS OF
SINK CONCRETE PLACEMENT
(TYP) 20'_0"
14t_1
�t
SA
■ � — 2 — I =' DI
�
■
C3I/?'CCNCRENORCED
4AWbbW.
■ ■ ■ ■ ■ ■ ■ ON b-MIL POLY
ETHYLENE VAPOR I DI
HARRIER ON TER1'tITE '0
6' RECESS SLAG TREATED
u� -3 I/2' ■ WELL -COMPACTED I ■
@ FOR PAYERS , p 4A CLEAN FILL
S 24'x24'xl2' CONIC. FTCs. WiltJ PAYERS DI 9'-8" 11'-0"
(3) 5 REII EA. WAY w
ON CHAIRS MIN. 3' COVER r L■ YA4 DI I ■
M'■ PAYER ■ DI — _'I 1/2 ��
D— — — — — — —
■ ■■ ■■ ■
24'x24'x12' CONC. FTl
W/ (3) 05 REBARS
EA. WAY ON CHAIRS
MIN. 3' COVER
8" 6'-10" 2'-4" 16'-0" 2'-4°
lk
I1' -10" 7' _ o
UND T� � PLAN -
LE: 1/4 = 1'-0'
NOTE: A/G LINES FROM UNIT TO CONDENSER TO 5E RUN
Is
I
0
.I
A R C H IT E C T S
Design
Grou LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
8
E
"
STJBDIV. 8c LOZ
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT:
R5025.056/0000
PAGE:
FOUNDATION
PLAN
ARCHITECT-
STATE OF FLORIDA
,I
D ft. :•/21/19
S ALE:1/4"=1'—O"
EIEET
1 OF 9
■
■ ■ ■ ■ ■
■ ■ ■
■ ■
I1' -2'
23' - 411
y
■
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30' -101,
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12'-2°
14'-3"
■
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IS'-3Al
I
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1,51-011
------------
PLAN
,DOWEL
SCALE: 1/4 = I'-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
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MODEL:
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(VERSION#00)
PROJECT*:
R5025.056/00001
PAGE:
DOWEL PLAN
ARCHITECT:
STATE OF FLORIDA
JAM ANTWELL
A NO 12079
DA E. 3/21/19
S A A 1/4"=1'-O"
HEFT
2 OF 9
WALL LEGEND
0
LOAD
NON-5R3.WALL
LOTT' S
CONCRETE
P.D. BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
L INTEL
NO.
LENGTH
TYPE
COMMENT-0
L-1
Il'-4'
8/32-5-MMI1L
PIREFRESSED
L-2
4'-6'
8/22-6-NW(01
RECESSED
L-3
l'-6'
8/I6-S-Mind L
L-4
6'-8'
846-541U/(IX
L-5
5'-10'
B/24-541V(01
L-6
4'-6'
6/24-5-0)W(AL
L-1
4'-6'
8/24-6-MLI/ML
L-8
6140'
8/24-5-(I MIL
L-9
4'-6' I
8/24-5-()W(0k
44WZTm4C4R'GT4IIf LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-1
Il'-4'
8F32-15/IT
F'IRESTWSSED
L-2
4'-6'
BM2-05AT
RECESSED
L-3
l'-6'
8F16-15AT
L-4
6'-6'
8PI6-15AT
L-5
5'-10'
OF24-054T
L-6
4'-fo'
8F24-054T
L-1
4'-6'
M4-05AT
L-5
6'-6'
M4-154T
L-9
4'-6' I
8F24-054T
PATIO
25-5H u 25-SH 5068 SGD O
L-8
j I
{ CASUAL
DINING
GREAT ROOM 8'-8' CLG.
8'-8' CLG.
\
FLEX RM.
8'-8' CLG.
MR.
FOYER
8'-8' CLG.
L-2 p� 8
X—V ■-
L-4
ENTRY
8'-8' CLG.
L-3
LINTEL PLAN_
SCALE: 1/4 = I'-0'
L-9
I
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KITCHEN OIL
iJ 8'-8' CLG.
I I � I
1 1 i l
1
LLL
2-CAR GARAGE
8'-8' CLG.
16'-0' X 1'-0' OHGD
L-I
0
A R C H IT E C T S
Design
GrouL«
- PH: 407-774-5078 V
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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svBDIV. & LOT:
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MODEL:
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(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
LINTEL PLAN
ARCHITECT-
STATE OF FLORIDA
MAR
D LTE: 3/21 /19
ALE: 1 /4"=1' - O"
SHEET
3 or 9
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
a° PRFGAST IJ-1 IUTFI S SAPE LOADS (LIES/FT)
GRAVITY
OVERALL LINTEL LENGTH
9F9-0B
SI3"0B
6F16-m8
aFrzO-0B EF34-0B
BF:B-0B
BF33 mB
(TYPE LINTEL)
e'er
3&K9
3tH
M63
bbml
Btl54
9903
BF"+2 B-
1m95
]'-9' TO 3'-6' (PRECAST)
]]31
i561
YT91
B2@
4B9p
Seel
1m94
)9,
6101
3'-1' TO 4'-®' (P.RECA6TJ
19'vb
- - � '---:'
269a
11,
t rz119
1931
3153
451E
640E
6334
4'-I'T04'-6'(PRELABL
VC99
F89
bg�c^g
`
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1 99
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a'^I
9':.
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356D 3
36L6
12
4'-l' TO V-4- eFRECAST)
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-
166J
39'O_�3]05
Tool
l e
0133
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✓IT
Lmo
3
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v99
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3pO"
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5'-5' TO 5'd0' (PRECAST)
063
9.
363:
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4>20
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'I60
6b-E
1191L9)
e:2e
n3"
YT
_,,F
1
33
5'-II' TO 6'-6' (PRECAST)
90B
'. i2d>
an
_]42e
T_J4 m
11A
1 936m
101'4
9a35 -
1101
6'-7 TO T-II (PRECAST)
nl9
116 P9
' 16E1
__
a39
_
5681
E<6T
6411'
TO V-4' (PRECAST)
56- - b 9
l
I<c
F.)
4
m''
34E6
4 m5
63
6390
53b
9'-5' i010'-6' (PRECAST)
4l5
'�4
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105.
I
2m�
8
,643
-
4154
4D96 ..
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10'-T To u'-a' (PRECAST)
8*2
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13
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5
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40
II'-5' TO IY-0'(PREOABD
33l
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540
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I05
16E4
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2,1s
395
1V-4-(PRECAST)
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5
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MJ
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11,£
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193a
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211E -
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13'-5' 7014'-0' (PRECAST)
[ '+
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N
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13a6
NE
1691
N
1 31!
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630
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14'-1- TO W-80 (PRESTRESSED)
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2511
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15'-5' TO 11'-4' (PRESTRESSED)
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6p9
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Il'-5' T019'-4' (PREa'rR%ED)
NR
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1 \R
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353
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31'-5' TO R3'-0' (PREBTRE09ED>
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6
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LATERAL
C-174_L LINTEL LENGTH
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BF IT
Ib-r
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[TYPE 6 LINTEL)
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i6F-i16�-'i
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BPB
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15£9
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35]4
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6163
602
7=11
70 3'-G' (FI ECAST)
156E 1
12rz5
1024
159E
465
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306m
iI' X
IBIS 3
45'.0
B525 r-
-
bale
I.
1..S
TO 4'-0' (PRECA6r1
lb6
l63
130B
r 36. _T
n¢l
365
1 0<m
2107
331E
4043
Sill
5319
4'-1' TO 4'-6' (PRECABV
592
NI
1013
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Rw
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5
2] 6
RB30
3393
3961
4 rz
4'-1- TO W-4- (PRECAST)
- -
411
411
143
9
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106
5
15
2
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59
3339
31NT
G-5- TO W-C' (FRECASV
6
1 4 3_
140
399
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1.1
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259
NO,
362m
433
6'-II' TO 6'-6' (PRECAST)p-
5p1
121
490
321
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727 .4a
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V-1'70 T-6'(PRECAST)
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if-42p35
2426
1 s
l %
2
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3 20
E¢p
424
534
X3
1'-1•ro s'-a•(PRECAST)
591
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512
230
1 £59
201
9'-5' To 10'-6' (FlRECAST)
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2
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452
154
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244
402
131
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1323
n'-I' TO 13'-4' (PREGAOT)
117
110
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293
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14'-I' TO !4'$' (PREBTREfi
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91
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145
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91
30
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05
bpb
ST
ETm
fi"PRECAST W/2'RFCFSS DOOR IJ-1 INTFI_5 SAFE LOADS ('_IF I
4A -ove
G124VIT'T'
OVERALL LNTEL LENGTH
s"P` 6
bk5 'a IF ET2 15
FL 52F,
C
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SAUU, EPA 6
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Arm a sFs E 3,Tw e
1,4 j
4
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4-
TFIF0 16
FIT-
3'-b' TO 4'-4' (PRECAST)
IbeS -
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7,12
C&�'
TO AW (PRECAST)
49
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T - TT
0 9
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96..
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2tu 6309
11 =
P/060
l8'T
931
264
3C4- 3TD9_
5'-9' T09'-10' (PRECAST)
9'c
1
1' 14 11K
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14-rOu
99 0106_
9413 Tan¢
e'-11° TO b'-e• rPrgcasv
19 -
-
- -
Ir-,
B3 3n 5fl4`o
4W d45 6
l91
I
4 mB--
9, Fie
155
6'-9'TOT 6'(PRECA5D
6p9
466
µgg9 3l'61
999 0 3,
-
e9
e'^93 8653
VD91 3H6�
T-V TO V-a'IFPECA$TJ
ni
"'.e- -
1
r 999 1 ba =3
Y2F
0W 5eel
S'PRECAST W/2"RECESS DOOR IJ 1 INTFI S SAFE 1 bARJS (l R56T)
4 parr
UPI
T
OVERALL LINTEL LENGTH
6'E`
A
E<' T
Fre
ZM1F:2-I
BF
BF+O
OF LINTEL)
(TYPE-
Toe,-,
---
&INTO 2r45TmN-2-
Bala a
ICII
UPFzz-a
6a 6 z
l6r'=so )i' nRu6
-
ARIA
RcnU
Tat
3'-6- TO 4'-4- (PRECAST)
-
9po -_-_
160E
1,e4
[%e'
IM5
3m5b
e
I -
v151
3b01
- "1"
SAID- �.
l5T
111
a�
4'-5-TO 4'-6-(FIREGAOT)
_
1604
2il"a
2939
-
361
rL :0�-
_4
:
-
4943
£94
693
1013
65 t4
_
I
""T
-3.n
4. l TO WHO ( CAST)
PRE
--
-6b
Lo.
__
L_T
- -
33-f.
-
408
4
699
b55
OPT
r.16
I .-09
EE
3199
5'-9' TO 5`0'(PRECABD
655
'
n90
2s69
n
384
301
616
5 "r
153p
15 0
423
2E1'_�
3329
TO 6'-0' (PR£G45T)
5'm 1
(99'^
I IO
64_
19a0
n6
42'-
-166
28
ET
3339 f SS9
29ve
100
464
TO
5Q61
33a
64
lF,
T 166
e5bl
o6E 'IDS
614
363
_
- --
l'-l`iO 9'-O'<PF£CAST)
'to,
'e33'
214
",.
bm
9l"2
8£
95
AST- RETEr LINTEL SCHEDULE
MATERIALS
I. f'c 8' precast lintel = 400E pat
2. f'c prestressed Ilntel = 6000 p51
3. Grout per 457M C476 FIE - 3000 psi w/
maximum B16 Inch aggregate 4 8 to II inch
slump
4. Concrete Masonry Units (CMUJ per ASTM
C90 w/minimum net area compressive
strength = 1900 psi'
5. Reber per A5TM ASS grade 60
6. Preetr8S$Ing strand per ASTM 441CP grade
2101Ow relaxation
7. Mortar per ASTM C210 typo M Or 5
GENERAL NOTES
I. Provide full mortar bed and head joints.
1 Shore filled lintels as required,
3. In6taltatlon of lintel must comply with the
architectural And/Or Structural ISOCLMeTINU
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-CR.ETE Load Deflection
Graph brochre for lintel deflection Information.
6. Bottom field added rebar to be located a the
bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the
bottomsteel for a ani"I ancMfd B.
m<h
8. Cast -in -place concrete TIES be prOVIded in
composite lintel in lieu Of concrete masonry units.
9. Safe load rating based On rational design
are [Sets per ACI 316 and ACI 530
10. The exterior surface or lintel* Installed in
exterior concrete masonry walls shell have a
coating of stucco applied In accordance
with ASTM C-256 or Other approved coating.
11. Lintels loaded simultaneously with vertical
(gravity or upiitt) and hcrDsontal (lateral)
loads should be checked for the combined
loading with the Following equal
AIM11 d vertiral load• Acoli ct horIZ,2nitsii Lad S HID
Safe vertical load Safe horlZOTI load
12. Additional lateral load edpaCKS can be
obtained by the designer by providing
additional reinforced concrete masonry above
the lintel. yes detail at right:
) F'm =1500p91
s. SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
• FOR EACH ADDITIONAL
--�i2EINFORCED CMU FULL
COURSE
r
I/2' CLR TYP
2) 5 REBAR
* * GR40 or GRbO
SAFE LOAD TABLE NOTES
I. All values based on minimum 4 Inch
nominal bearing. Exception: Safe loads for unfUled
Ce % If lintels must be edu d by 20 bearing length la
lase than 6 I2 inches.
2. NR = Not Rated
3. Safe loads are superimposed allowable loads.
4. Safe loads based On grade 40 or grade 60 field
rebar.
5. One 01 reb,}ARmay 61 substituted for two a9 rebare
in 8' Iltifi11-orS
6. The destg`er may evaluate concentrated loads
From the Safe load tables by calculating the
maximum resisting moment and Shear at d-eway from
face of support.
TYEE DE51GN14TION
F = FILLED WITH GROUT / U = UNFILLED
ANTITY OF -5 REBAR AT
+--1E30TTOM OF LINTEL CAVITY
1
LI& =1E3/1T
LGNIANTITY OF 05
REBAR AT TO'
NOMINAL HEIGHT
NOMINAL WIDTH
1. For Composite lintel hel retS not Shown use safe
load from next lower Might shown.
8. For lintels lengths not shown, use safe load from
next longest length shown
9. All safe loads In units of pounds. per linear foot
10. All Safe loads based on simply supported
span.
IL The number in the the parenthesis Indicates the
percent reduction for grade 40 field added
rebar. Example T-b' lintel type 8F32-I1B safe
gravity load = 6472ne)W/ 1596 redUCCOa 6412
(25) 5501 per
J T
1 5
U LU e'I e
Q J
Z_
T a.
Z
S
b5/e'AGTIAL
8' NOMINAL WIDTH
-S REBAR AT TOP
MIN. (U REO'D
1-1/2' CLEAR
05 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
aw
F
SAFE WORKING LATERAL LOADS (PLF)
8" x 8 LINTELS
LINTEL SAFE LATERAL LOAD8 LNTEL
(PLF)
TOW
Lang16
T3ee
6W
PLAN
BYa'
SOLID
Retest
1998
3%4
Recast
116E
2315
db
PI1614
Reuel116EPT*wat
5%
USE
F-4'
Pat reu
666
INS
5`10'
Recant
SKI
1106
V.4'
Fr iA
634
1964
RxAat
6D
II%
b'-8'
Reset
5t0
1211
1'-6'
Recev
446
938
1'-1.
F'T.A
425
R4
B'-O'
Receee
367
BR
e'4
Recant
154
145
Recast
211
083
10'-6'
Precut
I9a
45$
164'
Racaet
IS
620
121.0.
FeElIt
K4
541
11
R6un
145
504
1V-4'
Rene!
116
AN
14'_v
Recast
%
39t
14-6'
PrceVeeeed
NA
NI
15'-4'
Flentreseea
NA
302
IT-4-
213
19'-4'
NA.
116
20-0'
NA
5921'-4'
qt�NA
NA5121'-4'
NA.
DO
24'-0'
NA
93
N.R. • Not Recommalcletl
LOTTS �ZTO
CONCRETE
P.D. Box 771255
WINTER GARDEN, FL 34777
Nc0
r
NOMINAL WIDTH/HEIGHT OF LINTEL
I- PLAIN OR SOLID LINTEL
[8/16-P-#U/#L]
No, OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY
Total LmSIT II type
3-1. Precast
A-0' Racasi
4'-]' PrAbIt
4'-4' Preunt
4'4FTsFIIt
5'-1. Precast
6'-BI PKI
T,e' Peat
B'�B' Reuel
9'-8' Recut
GENERAL NOTES:
I. CODES
I.I. FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION (2011) SECTIONS 402.Z 2 06 P R R6
I]. FLORIDA BUILDING GORE RESIDENTIAL 6TH EDITION (201V SECTIONS 106). d 2101.
13. BUILDING GODS REQUIREMENTS E FOR REINFORCED CONCRETE (ACI R BUIJ.
1.4. CRERIGAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-70).
2. .CONCRETE:
2.2 CONCRETE COMPRESSIVE STRENGTHCE E DAYS:
2.1°I, PRE -CAST W/STANDARD REINFORCEMENT-4000 P51
2.1.2, PRECAST ASTM 476 301 FBI MENT-6000 PS
2.19. GROUT PER ASTM C416 - 300E P51 W/ MAX. 3/8" AGGREGATE, 8' TO II' SLUMP.
2.2: REINFORCING BARS:
221, STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
0).
Z. STEEL IN LINTEL AND ASTM A41 BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
23. DETAIL RE INFO STRANDS ASTM A4I6 NWIRE, STRESS RELIEVED 230 K51
3A. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
BADE LATERAL LOAD$
(PLPJ
B' DOOR v DOOR
HEADER HEADER
PLAN SOLID
1177 0 1
950 1617
%1 521
185 INS
Ne K5
650 1111
504 6
4n Ten
5% 114
]% 635
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LNTEL
LENGTH
CLEAR
$PAN
LINTEL TYPE
UNITE. STEEL
UFILLED
GRAVITY
CAPACITY
GRAVITY
CAPACTY
liP _ 1J5U
NPUFT
CAPACITY
lIY5L (1A0
URFr
CAPACITY
fIY5L 11m
6O7011BAR
TOP BAR
GRAVITY
CAPACITYNm(Nm
1'-w'
I16'ERECAST
(2)IS
(1)1
4245
ISCS
1e09
aE2S
199E0
3'-6'
2'-2'
PRECAST
MS
(2)n
7415
3831
3H31
46
AS
V-0'
2'-8'
PRECAST
(2)n
GM
11e3
2111
2111
33%
338E
A-v
3'7v
OAST
(Wn
(Wn
1343
M5
2165
260E
260E
OHV
a-4-
PIRCAST
(2)IS
MS
IM
201`
2011
2411
1421
5 4'
4.0'
PR i
)
f13
(1)n
=6
1651
I651
K 2
I E8
5.1E
4.6
PRE C4fiT
(2) 3
Iv Ia
140
1423
120
141E
05
6 4
5.O'
PRECAST
110
1283
I2K
I4O5
AN
6-b'
S-2
PRECAST
e2)µ
(I)µ
0)n
f11n
110
D32
an
IllI
INS
1348
64
5.4'
PRECAST
M-4
(2)a
6e2
IN
IN
10611
1195
1-6'
61-2'
PRECAST
IIIµ
(Wn
510
991
991
me10B2
1.1.
6'-4'
PRECAST
(1)µ
1)a
MI
959
1
W1041
B -c'
b'•B'
PRECAST
(2) µ
(2) n
518
902
1 9e2
1D
154
8.4
T.O.
PRECAST
(2) 14
f31n
AN
at
1 E5
648
911
9.4
a-0'
FRECASf
(I)M
(2)n
416
126
1 111
699
ISO
I0.6
9-I'
PRECAST
(1) .4
(1)
354
49
616
NO
6T3
II.4
I0.0'
PRECAST
(2) IF
(2) IS
315
561
%1
3n
601
PRECAST
(W 5
(W 5
2%
525
Set
211
561
n -6
ICY
PRECAST
(W 5
(D 5
2t1
499
498
251
512
3.4
1-0'
PRECAST
(I) IS
(W5
255
45e
468
214
442
14MI.II'-e'
PRECAST
IDS
(1) 5
239
aim
A)v
iw
395
14.8
13'-4-
PRESTRESSED
(3)4
(at
NR
4I8
40
230
"it
15.4'
141-2'
PRESTESSED1
f1P4
(2)n
NR
319
319
2I0
4ml
Il4'
1V_0'
PREbTRE03ED
(Itµ
0)S
NR
2%
188
163
SIT19-4'
IB'-0'
FREBTRE89EP
(115
(113
NR
234
224
131
154
20-0-10
B'
FrFbiREBOED
(W5
(IS
NR
101
201
121
13l
II _z
30-0'
PRESTRESSED
(115
IV IS
NR.
Ill
D1
101
105
I2 0'
20 -8'
PRESTRESSED
(2)5
(2)9
NR.
164 1
K4
be
IN
24.E
)1-B'
PREfi1RE65ED
(219
1215
NR.
132
B2
B4
K3
TABLE NW_9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" % 16" COMPOSITE LINTELS
LINTEL
LENGTH
a1AR
(FAN
LINTEL TYPE
LINTEL STEEL
GRAVITY
CAPACITY
(0) 51. (ITY
GRAVITY
CAPACITY
Oem e m
UPLIFT
CAPACITY
T % (Im
UPLIFT
CAPACITY
om (Pm
WI BAR
ifPi BAR
1-0
-b
2)5
(2) IS
0
0@
10TZ0
3-6.
1'-1'
PRECAST
(2)n
(2)a
N31
1000E
VAN,
10000
4'-1.
a.1.
PRECAST
N) n
I'll
461
10000
aim
10000
4'-1.
3'-1'
PRECAST
(1)5
(2)4
3211
VAI
NEI
I4'-11
G-4'
L46T
(1)n
M
2148414
6049
to=
5'-4'
4'-1'
FRECAST
(U5
G
4023
6431
442
1M1
5-0
6
PRECAST ART
!1 3
(Wn
3 9
36SAW643E
6'-4'
% 0'
PRECAST
(I) •4
(W n
4115
HIS
411S
19W
4411
6'-6
51
PRECAST
(2)
!Wn
3
3334
10.E
451
6'-B'
6.
PRECAST
(W% '4
all
311T1B
311
203
His
6-]'2,
PRECAST
(214
(2Jn
1911
2911
103E
Ices
118'
6.1.
PRECAST
G)4
1)IS
Pi%
219E
1 M32
2931
RECAST
(1) -4
e2)5
2M
2591
1 Ii
2701
1'-0'PRECAST
fV -4
(1)n
23%
Nb
AM
2506
914'
8-0'
FRONT
RE)µ
(2)e
me
See
M
10hG
I0'-6'
5141
PRECAST
(2) `4
(1)n
Kan
K21
941
1655
10'-0'
PRECAST
UNIS
(2)5
Sea
LIN
755
1N`4
D'-0
1V-8'
PRECAST
(1 5
(2) 5
335
)335
1319
11 $'
II 2'
PRECAST
(W5
ael
1151
634
Deb
13'-4
11 -0'
PRECAST
!a)5
(2)4
1144
1144
SAS
IDS
W-O
12'_v
PRECAST
(I) IS
Q)3
1101
106E
4%
1012
14'-B
19'-4'
PRESTRESSED
IIIµ
@)n
4I9
Alt
01
In
15'-4
14'-0°
PRESTRESSED
(2)4
f2)5
ael
I191
411
823
P-4
16'-0'
STRESSED
(a)µ
(2) 111
993
NO
3I5
641
19'-4'
IB'-0"
PRESTRESSED
(3)9
G)3
10
1W
160
913
20'-0'
IB'-B'
PRINTRE6BED
(W 5
W) 3
Tee
129
243
419
221'-4
20'-0'
FTESTREBBEO
Ms
M11
633
33
B
420
]]'-0
a0'-0'
PRESTRESSED
(115
(2) -a
59
209
3eF
2T'
22'-a-
PRESTRESSED
N)
2) IS
qg
Ai
T
330
TABLE NO 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
UNTIL STEEL
GRAV.TY
CAPACITY
(0)5L em
GRAVITY
CAPACITY
elm InU
UPLIFT
CAPACITY
(Im (Im
IUPLPi
CAPACITY
Om (IPA
50TTC1
BAR
TOP
BAR
-b
(I)
2)5
000
i-2'
PRECAST
(3)n
(2)n
164E
1000E
2062
1000E
4 0'
I B'
PRECAST
fW2
(D IS
5503
1000E
v�
1
4 6
3 r
PRE LAST
(3)n
(]) 5
414]
10000
6541
00ee
4 -B'
3.4'
PRECAST
(D5
fun
S19B
10000
B38
000E
5 4'
4 0'
PRECAST
(2)3
tan
6239
10000
5138
10000
5 10
4 6'
PRECAST
(2) `5
Tan
5016
610e
4661
S44
6 4
5 0'
PFGCAST
S)'4
G
6152
6152
3%l
1141
11-1.
6-1
PRECAST
(I)'4
(2)7
6250
6150
364
669E
6-1.5-4'
PRECAST
(3)'4
Oin
K
%K
Nee
6124
l 6
6'-2'
PR-cCdST
(2)'6
437
AID
163E
45M
l B
6'-4'
PRECAST
lW'4
AnV
AVIS
2B08
4282
B'-0'
6'-8'
PRECAST
(W-4
(2)a
3130
3130
22l
1.
B'-4'
V-0'
PRECAST
fW'4
3420
3420
101E
3561
1'-4'
B'-V
FRI
(W'4
2134
1134
Kls
1838
10 6
9-2'
PRECAST
(W-4
(2)n
nil
2211
p33
2209
II 4
10'Hv
PRECAST
(Vs
(1
TEN
ITN
MI
2009
110
10-8'
PRECAST
MIS
(W5
1115
file
910
gab
11 b'
II.2'
PRECAST
(15
!2)3
1661
K61
ADS
n01
5'-4'
V' V
PRECAST
( )5
I)5
W
501
10
1414
14-0'
D-e'
PRECAST
M`5
(i)3
1399
589
b%
513
14 -e'
11
PRESTRESSED
(2 4
(2)5
IRA
Bee
561
1131
5.4'
N-O'
PRE81TE6BEp
(2)µ
(7)3
4
1124
NO
1058
IT4
K'-O
PRESTRESSED
2)µ
(2)3
13
B90
4T
824
5.4-
K-V
PRESTRESSED
WIS
(319
103
1053
334
659
I0.0'
IB-e
PRESTRESSED
(W9
f21
919
919
3D
615
II.4'
10.E
FREbTRE6SED
(W5
B52
852
T3
54c
11-0'
I0.8
FRE6}RE%ED
(I 5
l91
Tel
I4'-0'
a2'-B'
PRE8
11)5
(1)5
659
659
IB
25
425
JA8LE No 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
NTEL L
LENGTH
CLEAR
BEAK
LINTEL TYPE
LIMELBTEEL
GRAVITY
CAPACITY
(OnL Om
GRAVITY
CAPACITY
(I)5L Tim
UPLF7
CAPACITY
NAIL rm
UPLFT
CAPACITY
nm am
BbIIOM BAR
TOP BAR
-10
-6
PRECAST
2) a
1000E
1U
aOmB
00
PRECAST
(2) `7
(tin
93b1
1000E
1I
VIVO
4-0'
11-1.PfECA5T
(I)n
( n
6139
1000E
10029
1000E
4-6'
3 a'
C i PRE a6
vn
n n
5014
10000
11.1.3
4
PRECAST
(Wn
4653
me
0
9629
4000
'D000
5-4'
4 `
MCAS}
(2)3
(1
ib5e
1002e
1051
IRON`
5-10'
4 6
PRECAST
(2)3
6231
1000E
513E
1`00A
6"4
50-
PRECAST
(1/4
1
9101
1000E
4154
Nev
6 -6'
51
PRECAST
(V%
n
BbB9
I0000
4481
8913
6-B
5 4'
PRECAST
e2)µ
n
8114
NOT
451
8420
l-b'
6 1'
Fig AST
(W 4
tID17
6235
bdK
8142
649
14'
b-4'
PRECAST
!2}'d
Q
593E
6014
30B5
-6163
e'-0'
6'-V
AST
IV-4
-n
5361
5%l
2803
5593
11
14.
FgL T
1)-4
i I
ANT
4631
25TI
5030
V-
3'-0'
PRECAST
(2)M
(t n
3R6
3126
1952
3858
106
9 I'
PR'cLt$T
(21'4
(^)n
I991.
4931
152E
3015
11.4'
O.O'
PRECAST
(2) `5
(335
53
2553
In9
2604 1
II -`'
10-8'
PRECAST
fW5
(.3
2305
2305
1123
2291
D-b
II-1
PRECAST
(2)5
f 5
2141
2147
1022
]S,9
13 /
11.1.
FRE AST
(115
1926
191E
%I
1011
14 0'
I2' B'
PRECAST
1115
5
Ila
1116
lei
1635
WHO
'J'
PRESTRESSED
f21'4
2345
2345
653
D83
15.4
14'•0'
STRESSED
G)-4
21%
V36
5te
Ile
n-4'
K'-0'
PRESTRESSED
(1)'4
1650
165E
464
SIB
19 -4
WHO'
Rg8 SEED
(2)
131E
131E
311
135
20.E
WHO.
PRESTRESSED.
(W5
5
1119
1119
341
6%
2L4'
10 -0'
Pg9TRE86ED.
(3)5
1061
1062
304
6011
22.0-
20 8'
STRESSED
fa
-
994
SEA
105
See
24$
12 8'
PRINTRINED.
(2)5
3
B14
B14
239
413
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LNTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LNTEL STEEL
GRAVITY
CAPACITY
(0m(Il51
GRAVITY
CAPACITY
(DEL (IM
UPLIFT
CAPACITY
(Im (Im
US Fr
CAPACTY
(115L(1m
BOTTOM BAR
TOP BAR
6'
C4BT
f In
[1)
1000H
-woe-
S".1-1.PRELAOT
(Wn
M a
RX00
ease
10000
SRI
40
15'
PREONT
(VII
f2)n
1916
10008
OVIVI
10m00
1'
PRECAST
bB`l
1000E
MCI
0000,
4-B
3.4
CAST
(2)n
(2)n
Noe
10Oem
ROW
IOOSO
5-4
4-V
PRECAST
(II
(at
Som
10000
8365
10000
5-b'
4-1
PRECAST
R)9
1 5
real
Sate10009
b-4-
5$'
PRECAST
(a)4
(2) 111
VIVO
1000E
M41
)face
6Y
51
RECAST
!3)4
1])•1
10090
1080E
530
IBYAO
6 V
5 4'
PRECAST
OS14
ON
SAN
om
Ent
0000
14'
1 6-2'
1 PRECAST
I 12J4
(2)n
T4O6
I 9%T
3e45
76S
T$'
6'-4'
PRECAST
a)-4
(2)IS
TON
%8
3662
1326
arm
6-V
RECAST
(2) 4
(2)n
Nis
TNT
SEIB
6666T
B'i'
T-0`
McAser
IIIµ
(3)n
5%4
6933
3031
6@9I
SO
PRECAST
MIx
(2) `2
451
W e
25N
4145
9'-2'
FRI
ne-4
111.1
3526
3844
INI
3663
II-4'
iN-O'
FRECAS
WIS
(115
WeeNWD21
AN5
12-0
11
CART
f1)5
1)
2SN
21N
We
SIN
D6
11.2
CAST
(WIS
(2)5
ITS
ale
)699
4'
D 0
PRECAST
fa15
(1)5
246
2416
IN5
1099
168
14 0'
11.8'
PRECAST
(1)5
(1)a
22K
211E
^
14.8
13 d
PRESTRESSED
(v
2611
2611
126
1431
Rai
15 4
14 0'
STRESSED
Ul)
(2)µ
tlln
261E
26K
666
"
I] -A
I6-0
PRE6TREfi6Ep
R)•4
(>5
I0I3
2`23
5K
IVa
n
Ise[
19 d
HB O'
01RES6ED
(I)5
(2)3
Ili
I6O1
4
818
20.E
K-B'
PRE91REB6ED
!1)5
(1)3
4%
N%
3.g
163
11.4
10.0'
PRESTRESSED
(1)5
(2)5
338
11 -0
20.8
PRE8TRE6BE0
(2) IS
(2)5
M2
U22
3n
619
24'0'
1 21'4'
PRESTRESSED
R)5
(2)3
91I
104
266
6TH
TABLE NO 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LNTEL
LENSIN
CLEAR
SPAN
LINTEL TYPE
LNTEL 61TEEL
PLAN
GRAVITT
CAPACITY
CRANK"
DAPACnY
(om (Im
GRAVTY
CAPACTY
(Im nm
UPLIFT
CAPACITY
(1051-Nm
tPLIFT
CAPACITY
Om f2m
BORt0r1 BAR
TOP BaR
Ln
213a
SIZI
3141
4
3.6
2 1'
PRECAST
ev n
() n
1513
I%5
I%5
P480
24M
4.0
2 B'
PRECAST
(2) 5
(2)5
1131
1425
1425
IP.63
%9
4.6
3-1'
PRE CE&T
) IS
Bl9
1151
1151
145
11
4 B
3 4'
PRECAST
(Wn
eV
See
See
imi
INS
B96
5 4'
4 0'
PRECAST
O IS
(2 n
sea
93`
$30
1114
1114
5 10
4 W
PRECAST
(2)13
(2) 111
511
60e
NS
M
966
6 4'
S'-11
PRECAST
(W•4
(2)n
ASA
141
141
ITS
02
6 6
5 1'
PRECAST
( •4
1
416
19
Ile
130
B30
6 e
5 4'
PRECAST
(22-4
V)
4%
6W
SSE
W
IN
T-6
b-Y
PRECAST
fD •4
(P)n
%T
See
5%
525
661
' B
6-4'
PRECAST
fD•4
315
%B
NO
455
641
8 0
6 B
PRECAST
(2)'4
(2)n
%a
536
5%
02
609
8.4
n 0'
PRECAST
0P4
f 1
334
501
60l
411
516
9.4
0.0'
CAST
(11 n
16
435
435
3K
4%
10.E
9.3
PRECAST
(
(1) n
145
all
3TI
SN
423
II' a
0 0'
PRECAST
)
OC S
218
345
315
59
350
PLO,
10'-6.
PRECAST
()5
(2)5
202'
20
202
M3.
215
D'•6'
T-Y
PRECAST
(W
Be
243
243
51
136
B 4'
IT-O'
PRECAST
CIS
51
91
III
So
IN
5Ha,
PRECAST
(25
16
K0
KI
Im9
151
TABLE No 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LNTEL STEEL
UNFILLED
GRAVITY
CAPACITY
GRAVITY
CAPACITY
(Im (Om
GRAVTY
GAPACITY
Mm (Im
UPLIFT
CAPACITY
0I e m
.RIFT
CAPACITY'
(LBL (am
BOTTOM BAR
TOP BAR
3:8
1'-
PRECAST
f
360
1691
All
4'-0'
2-8'
PRECAST
(2)
(VI
M
1415
14z5
1863
I
4'-a'
1'-b'
PRECAST
IM
M)n
1041
B20
320
ITS
life
4'-4'
31-0'
CAST
(2)n
OM
%3
123E
am
Me
5%
4'-3'
3'-A'
FRECAST
(2)n
(2)a
S06
1001
1061
139E
199E
W.I.
4'-4'
PRECAST
(I)5
He
N6
646
WE
oil
6S8-
5'-4'
PRECAST
S)'4
(WS
AN
699
693
Na
ISO
T-B'
V-4-
PRECAST
(Wµ
(2)n
3T5
%B
%B
499
641
B'-B'
T-4-
PRECAST
(W-4
2)5
316
480
480
315
SAS
9'-B'
B'-A'
PRECAST
l2)4
lI5
213
45
415
Tel
412'
2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3. MASONRY:
3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08.
3.2, MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI.
3.3. MORTAR SHALL BE TYPE S.
4. $TRUOTURAL:
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING COD€ RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5714 EDITION (2014), SECTION 2104.15
1) #5 CONTINUOUS
(1) #5 CONTINUOUS
ll�3
31b• 8"X16" KNOCKOUT BLOCK
Via' •s 000 PSI GROUT =
33, 8"X16' KNOCKOUT BLOCK
Ih�•- :A $000 PSI GROUT
• . F� (PLACED IN FIELD)
• : (PLACED IN FIELD)
TOP BARS' �w
";C
F�
" TOP BARS-
SEE SCHEDULE
s
:�" SEE SCHEDULE
a
b i
, s:
(1) #5 CONTINUOUS
I •, i 1'
(1) #5 CONTINUOUS
7/32" STIRRUPS AT 4'-0" cc
r` 7/32" STIRRUPS AT 4'-0" cc
W
(TIED OR WELDED) Tim -00(TIED
OR WELDED)
r
SSCEDU
SCHEDULE (PRECAST)
S.
_ EESHEDU£EE
8/16-S-(1) #5/(1) #5
PRECAST
(2) STRANDS 7/16---
7 WIRE STRESS RELIEVED
270k*I PRESTRESSED
CABLE
8/16-S-(1) #5/(1) #5
PRESTRESSED
31?'
TABLE No 6
REINFORCING SCHEDULE & LOAD CAPACITIES
•- SAFE WORKING LOADS (PLF)
8" X 32" COMPOSITE LINTELS
LINTEL
CLEAR
LNTEL TYPE
UNREEL BTSEL
GRAVITY
CAPACITY
01(Im
Y
TY
Am
BPIL
CAPACITY
(Im
UPLIFT
CAPACITY
Teel. Im
BOnOMEAR
70PMAR
PRECAST
)n
`00`m
10000
PFaLASI
I'll
2
0
1000E
1008E
4.0
1.Bt.
PRECAST
(2)5
(2) `2
%13
e
(Coca
10000
4 6
I 3-1'
PRECAST
ern
(2)n
b9400
i
100�
10000
4 B'
3-4'
FRECAOT
(1)n
'(2)n
6364E
1I
IONIC
5 4
4-0'
LAST
SOTS
(2) `2
1000E0
%l95-m
4-
RECAST
(2i5E
101E
1009E
64'
S-%
PRECAST
f11490c00
6525
Cams,
S-1
CAST.
I)µ
MII
IowaE
sea
1000EPRECAST-
(P)4
(I)n
1002E0
5811
1080EPRECAST
(W'4
(1)n
Nal
0
4455
091E
RECAST
(2) `4
(2)4
8T1
1000E
414E
8491
e -0'
6$'
RECA61
(2P4
(Ln
143E
2%
3853
1121
B'-4'
T-0'
PRECIai
(W b
(2) §
6194
1000E
351E
106E
9'-4'
SHIP
T
(79%
()IS
5293
SON
2121
5501
10-6'
S-2-
PRECAST
(2) `4
(2)2
4O%
5043
1094
4248
II.4'
10'-0'
PRECAST
f]J5
a)5
AM
4221
1163
3593
1V-0'
1`HV
FRELAST
(2)5
e2)3
3715
379
845
3170
126'
it-2'
FREI
(1)5
3411
3411
141
1B99
13 4
D-0-
- PRECAST
0) 5
(2)IS
299E
1
1 K
256
140'
ILB'
LAST
O 5
(W5
1n31
1131
10%
216E
14 B
13-4'
FRE.41RES9ED
(Wk
(2)
l49
5 4
WmV
ensa D
(yµ
(2)n
214
nu
2945
SE,
1355
.4
16'-0
PRESTRESSED
M4
nee
533
B-4
K'-9'
PRES1REBeED
(215 -
Ills
013
I813
I36
20 0'
WHY
0) 9
(1) 5
K
age
SET
180
V 4'
10'-O'
D
!W5
2)•3
iA13
1413
34
BYRE D
(2) IS
(L 3
3%
6 9
24-0-
1I'-V
PRE01REssec
IDS
(W5
191
Iles
14
IF
TABLE NO. 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LNTEL
' TH
LAW
a=a`'
LINTELTY.
LINTS. STEEL
GRAVITY
CAPACITY
(0m rim
GRAVITY
CAPACITY
Tlm (Im
MLIFT
CAPACITY
(IAL (ITY
UPLIFT
LAPAGII
(IPiL (gnu
BOTTOM BAR
TOP BAR
3
C T
fW
(1)5
el
1000E
1000E
)'-a'
PRECAST
flln
60n4
1000E
1000E
SOON
44
2'-B'
PRECAST
G)5
eVII
%51
1440
1000E
A-6'
V-v
PRECAST
(I)a
e2)5
741
W27
M12
SIM
4-V
3-4t.
CAST
(7)1
(Wn
2519
_
6331
56`
t116
5'+4'
4.0'
LA9i
(1)3
(11n
4111
Air
3169.
483E
5-W'
4.6'
AST
(2)5
IS 111
3344
_
3564
3065
3365
5-0'
FREWT
f3)4
(2)n
%30
VIM
IS
3219
PRECAST
(W •s
_._ !1)•:
2881
ae91
1993
3048
6-B'
i
rnn
2198
2133
11%
2ab
1-0
b-I'
PRECAST
M4
(1)5
353
2113
OI9
2301
RECAST
(1)•d
M-4
2M6
1 2108
64
2211
B-0
6-8'
PEOAM
0Y4
lean
195T
494
ION
B-4•
1.0'
PRECAST
(T)
me
IBIS
I%3
1ve
9 -4'
B-0'
CAST
0)%
R)5
517
1511
1054
1591
W-6-
9.2'
PRECAST
f1)•4
(7) 111
D65
1165
%l
1324
11-4'
10-0'
CbST
(D9
IN
113E
bl8
IIBI
D'-O'
10'-8'
CAST
R)5
(2) IS
I041
1041
594
10BT
D'-6'
RECAST
d)9
O
Sea
EBB
541
1025
B'A'
1-T
D'-®'
CAST
Ms
_ (2)IS
Sea
%a
935
DO
PRECAST
(7)5
(1)5
842
B42
414
Fee
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS PLF
8" X 14" RECESS DOOR HEADER
LNTEL
EIGTH
CLEAR
SPAN
LINTEL TYPE
LNTEL S1lFL
GRAVITY
CAPACITY
(OASL (Im
Gi
CAPACITY
(Im elm.
UPLIFT
CAPACITY
(im Tim
UPLIFT
CAPACITY
(I5L (2m
BOi7OM BAR
10P BAR.
3•0
-4-
PRECAST
q
I
452E
ReW
511W
000E
4.0'
11-e'
PRECAST
f1)n
gIIa
MEI
1022E
144E
10000
4-1
]'-10'
PRECAST
(1)5
(])n
330E
91%
6143
10009
4 4'
3.V
PRECAST
(2)n
_
(2)n
"1
6053
6133
9566
4-B
3-4'
PRECAST
C)n
(Ln
2519
6231
560
1216 -
5-B
4.4'
PRECAST
(2)13
VII4
me
3211
bu
6-1
5-4'
PRECAST
(1)"4
119E
1138
22H
2B%
1 -B'
6'-4'
PRECAST
(2)14
]
1108
NN
lee
229
PRECAST
(2)•4
2
IS99
nl0
DA
I195
PRECAST
(WA41
516
1 )Ale
1 514
In
8/14-S-(1) #5/0) #5
A R C H I T E C T S
D.uLLC n
ro
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. a bd es ig n g ro u p. co m
AA #: 0003325
�III"IIIII
0M0000mmmJ
sUBDIV. ABe LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT :
R5025.056/00001
PAGE:
LINTEL
LOADS &
DETAILS
ARCHrrECT.
STATE OF FLORIDA
4NIYt'i\, L. l
sC 44LE: 1 /4"-11 0"
3. 1 OF 9
SQ.FT.
CALC.'S
1ST FLR. LIVING
2ND FLR. LIVING
GARAGE
920
1,215
444
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL LIVING
ENTRY
F'AtlO
2,639
50
21
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
2,110
SQ. FT.
GUE31C VOLUME
LIVINCs18,204
SQ. FT.
WALL LEaND
a,-S�..5RS' ......
LOAD Bl�a. WALL
NON-BR3, WALL
40' -0"
WINIADR 3'-9 9 SIZE _4" _41 12 _5 _2
O O PATIO
O
-1'-0'x '-0'
HB 25-SH 25-SN I 5068 SCsD O I I 0 0 1 4- —
IbW\'
I II SINK 1
GREAT ROOM I CASUAL II
DINING i O @
a' -a' CLG. I a'-&, CLG.
■ I I I KITCHEN loo 0
l 42' KNEEWALL u V-a' CLG.
W/ WD. CA =
R
G\T fi i LL 1
21'-0" 5'-2" 2'-%" II'-4"
— LE9W. HDR ®1'-4'
1 UP7:7 —�---
@ DBL 4A, c0 I IIIN I
LBW. STUD C m I 1
----T LLL
LE3W. LBW.
UC
CCND.
11 a s�cR. Dap - O
m 12' 2 G I T 4'-4" 3'-�i" r V-0" 3'-4" 4' 4" 3' 4" ■
PED
@ T I I SINK m
FLEX RM. nlI
ll'-O'x 12'-10' 11 FOYER
8'-a, CLG. 11 V-a' CLG.
II 2-CAR GARAGE ■
1 IS'-4' x 21'-0' v
35-SH O � 8 V-8' CLG.
O I M.T.
I ■ ■
I10'-4" I 3'-I" NB
ENTRY
3 1/2" CLG. ■ — — — — — — _ _ _ _ _ _LINE OF SECOND FLOOR ABOVE ■
0 2 ■--------
ry■-■ ■ ■ t-■
DBL. TOP
PLATE
m 1'-4„ 6'_2
Il'-10" 7'-C " 2'-4" iC -0" 2'-4"
2x4 MOOD FRAMED 19' - 4 " 2 0' - S"
® Ie' Oz. 40' -0"
A CABINET SECTION
FIRST FLO PLAN
SCALE: 1/4 = I'-0' ELEVATION 'A'
COMPONBJT AND CLADDING WIND LOADS BASIC WIND EXP03URE
FOR 3 SECOND GUSTS
CALL •
�rA�
zoNe
160 [� WIND
DETION
����
I
112
Ib _0
192'
84'
5
233 / - 283
OHCsD
2
20
3rD68 DR
36'
80'
4
26.4
3
24
35-SN
54'
63'
5
26.1
4
33
25-5N
38'
63'
5
26.1
5
33
25-SH
38'
63'
4
26.1 / - 29.1
b
42
5068 5GD
14'
80'
4
25.1 / - 2R.4
1
IrD
13-SN
38'
38'
4
31b l - 343
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH l3 SECOND GUST)
vULT=160 / VASp=116 MPH
B. INTERNAL PRESSURE GOEFFICENT=+ .IS
C. RISK CATEGORY=TYPE II
EXPOSURE CATEGORY G
NOTE:
VALUES FOR COMPONENTS < CLADDING PRESSURE ARE BASED ON
THE vult DESIGN WINp SPEED. FBGR, 6TI-I Ep, C201�) ALLOIU� THESE
PRESSURES TO BE MULTIPLIED BY 0lo t0 MEET THE ALLOI,l1A$LE
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
A R C H I T E C T S
Design
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIII"IIII
o��ommmom�mmmmmm
V
O
sysDiv ac LOT".41
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT:
R5025.056/00001
PAGE:
FIRST
FLOOR PLAN
ARCHITECT
STATE OF FLORIDA
UAR 21
DAT :1' 3/21/19LIMS
SHEET
AND OLADDNQ WIND LOADS BASIC WIND EXPOSURE
FOR 3 SEOOND GUSTS
CALL4
SOUAFE
MDR'
WWDR SIZE
ZONE
160 MPH WDD
FOOTAGE
DESIGNATION
WDTH
HEKWT
1
15
EGRESS
36'
61,
4
26.9 2 / -29
IA
15
3051-SH
36'
61,
4
26.9 / -292
EGRESS
2
8
2040-SH
24'
48'
4
2110 / -VD
3
31
(2) 3051-SH
12,
61,
5
25.6/ -33D
EGRESS
4
15
3051-SH
36'
61,
5
26.9 / -355
EGRESS
5
15
3051-SH
36'
61,
4
26.9 / -292
EGRESS, TEMP
6
15
3051-51-1
36'
6I'
5
26.9 / -3b5
EGRESS
3
l
15
TEMP36'
61,
4
26.9 / -292
WIND DESIGN CRITERIA
A. DASIC WIND SPEED MPH (3 SECOND GUST)
VULT=160 / VASD=116 MPH
5. INTERNAL PRESSURE COEFFICENT=+ .I8
C. RISK CATEGORY=TYPE 11
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLoW6 THESE
PRESSURES TO DE MULTIPLIED 5Y OA6 TO MEET THE ALLOUTA51-E
OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS.
TV
40' - m"
10'-I0" 5'-I0" 2'-4" 10'-4" 10'-8"
3 -9" 171-9"
DEL
DBL
O
STUD
O
STUp O
3051-614
3051-SH
3051-SH
EGRESS
x91
EGRESS
�0Y TEMP
fI
�
I
I
BEDROOM #3
Fm
11
LOFT
Im'-a,xu'-1m-Im'
8'-m GLG.
°
?
BEDROOM #4
p
Im'-s'xll'-Im'
N
J
CLG.
�,
r^
8'-0' GLG.
m
-
7'-5" 2'- 11
1/2"
C
5'-4° 7'-4"
4'-G ° 0'-2°
4'-4"
91/2" �
71'4'
�n
0 12' -10"
m BEDROOM #2
12'-m'xl2'-2'
f2) 3051-SH
EGRESS
O
N
F=====4 12' 6HEL#
O
v
i i OPT• i i i OPT. i
co
r
L�-W=�JL__D-_J
m
L
-----
v �
m
h
in
N
r—�
I
I'a�i I
6'-4 11
I
W.I.C.
T
I
a'
I
I
J
I
a'
-
I
2040-SH
a
DN. O`= f
w
M
,42' KNEEWALL
W/ WD, CAP
14'-4"
OWNERS SUITE
13'-Im' x V-m'
8'-m' CLG.
I xb
POST— m
14'_4"
15 X ASS EGRESS EGRESS
I �
L----------�—----ROOF LINE SELOWU
10'-2° 3 _3 S 6 3 _8 8 _6
IS'-4" 20'-S"
ShC l�T FL R PLAN
SCALE: 1/4 = I'-0' ELEVATION'A'
4X6
A R C H IT E C T S
Design
roup« G
wrvmvvvvv, rL.u.Ov
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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I'E
V
E
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m
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sUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
SECOND
FLOOR PLAN
ARCHITECT-
STATE OF FLORIDA
MAR I A
DAT 3/21/19
sC 4"=V-O"
SHEET
4. top
FRONT ENTRY/GARAGE ATTIC VENT CALCS
4LREA OF ATTIC
102 SQ.FT.
NET FREE VENTILATION AREA REQUIRED (1/150)
0.68 SQ.FT,
REQUIRED VENTILATION AREA (0.68 x 144)
97.9 SQ.IN.
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
REQUIRED LF OF SOFFIT VENTILATION
91
LF
PROVIDED IF OF SOFFIT VENTILATION
38
LF
ATTIC VENT CALCS
AREA OF ATTIC
1314SQ.FT.
NET FREE VENTILATION AREA REQUIRED (1/300)
4.38 SQ.FT.
REQUIRED VENTILATION AREA (4.38 x 144)
630.7 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 630.7)
g15.4 SQ.IN.
OFF RIDGE VENTILATION AREA
115 SQ.IN./vm
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./LF
TOTAL # OF VENTS REQUIRED
2.74
TOTAL # OF VENTS PROVIDED
3
REQUIRED SQIN VENTILATION IN TOP OF ROOF
315
SQ.IN.
REQUIRED IF OF SOFFIT VENTILATION
27
LF
PROVIDED IF OF SOFFIT VENTILATION
151
LF
10'-0 3/4' BfRG3 HGT
� _
IZ'-0 3/4' HDR. HCsT.h
1'-01,
SCORED LINE
(TYP)
10'-0 3/4' 2ND F.F.
8'-8" 5FZG. HG7,�, _
HDR. HGT
TEXTURED CEMENTITIOUS
COATING PER IASTM
CO2(p)(TYP)
SCORED LINE—
(TYP)
0'-0" FIN. FLR.
IS'-0 3/4" BRCS. HGT. _
17'-O 3/4" HDR. H4GT.4If
10'-0 3/4" 2ND F.F.
8'-8" BRG, HGT.�
7y F= )
ROOF SHINGLES
12
5
❑ CJ. LUX
CJ. F-1
— - — —._ - ,t18'-O 3/4' BRCz. HGT.
�Il'-0 3/4" HDR. HGT.
❑❑ 1'-o"
SCORED LINE
❑Ej
(TYP)
❑ TEXTURED CEMENTITIOUS
COATING PER (ASTM
C92(o) (TYP)
o10'-0 3/4" 2ND F.F.
-S" BRGrt HCzT.
HDR. 14GT.
NFEM
�I f ��� ICI ICI ICI IN ICI ICI ICI ICI „
ICI IN ICI ICI ICI Iml ICI ICI IWA
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II �I 11� EI I 1� 1�1 1l1 11
F R 1 V T ELE TI N
5GALE: 1/4 = I'-0' ELEVATION 'A'
12
5
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ICI IN ICI ICI ICI Iml ICI ICI IWA
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II �I 11� EI I 1� 1�1 1l1 11
F R 1 V T ELE TI N
5GALE: 1/4 = I'-0' ELEVATION 'A'
12
5
El
ROOF SHINGLES
(TYP)
OFF -RIDGE VENT
- --------------
TEXTURED CEMENTITIOUJ)
COATING PER IASTM
❑ C%(o) (TYP)
12
5
H El
,610'-0 3/4" E3FG. H4GT.
'IV
1l'-O 3/4" HDR. HGT.
10'-0 3/4" 2ND F.F.
S'-&" BRG. HGT.
G' 8" HDR. H4GT,� - - — - — -
------- -- ---- - - 6'-S" HDR. HGT.
❑❑EJ TEXTURED CEMENTITIOUS TEXTURED CEMENTITIOUS
COATING PER (ASTM COATING PER (ASTM
CS26)(TYP) G926)(TYP)
0'-0" FIN. FLR.� _------------_-- ------------------ o0'-O" FIN. FLR.
REAJIDN, ]E ALE VAT N
5CALE: 1/4 = I'-0' ELEVATION 'A'
A R C H I T E C T S
Design
GrouITLLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III'llllll.
Lv�Ooom�om�
SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
FRONT &
REAR
ELEVATIONS
ARCHITECT:
STATE OF FLORIDA
11M
D E: 3/21/1
s ALE:1/4"=1'-O"
5 OF 9
IS'-O 3/4' BRG. HGT. _
17-0 3/4" HDR. HGT.
10'-0 3/4' 2ND F.F.
5'-8' BRG. HGT,
6'-8" HDR. HGT.
o
ROOF SHINGLES
(TYP)
OFF -RIDGE VENT
12 5
--_---- __------- --_-- _--17'-0 3/4" HDR. HGT.
G.J.------- ICJ.
TEXTURED GEMENTITIOUS'
COATING PER (ASTM
C C92(o) (TYP)
TEXTURED CEMENTITIOUS'
COATING PER (ASTM
C C926) (TYP)
12 5
010'-0 3/4" 2ND F.F.
BRG. HGT.
HDR. HGT.
11-0ii
vV//
SCORED LINE
�(TYP)
0'-0" FIN. FLR. -------------------------...
-� - -
�0'-0" FIN FLR.
10'-0 3/4" BRG. HGT.
17-0 3/4" HDR.
1' -011
10'-0 3/4" 2ND12
6'-8" HDR. HGT.h
SCORED LINE
(TYP)
S
0'-0" FIN. FLR._ _
12
5
ROOF SHINGLES
LEFT E1LE Tl N
SCALE: 1/4 = 1'-0' ELEVATION 'A'
5
OFF -RIDGE VENT
- — - ------- - CJ. ---
alv
TEXTURED CEMENTITIOUS'
COATING PER (ASTM
C C92(o)(TYP)
-------------------------------
TEXTURED CEMENTITIOUS'
COATING PER (ASTM
C Mo) (TYP)
2'-411
RIGHT ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'A'
- �IS'-O 3/41' BRG_ HGT.
7'-O 3/41' HDR. HGT.
10'-0 3/4" 2ND F.F.
01-8" BRG. HGT.
o(ol-all HDR. HGT.
— Y
o0'-0" FIN. FLR.
A R C H I T E C T S
Design
Gro u JTLLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
'�"IIIII"I
�
omoo00vv0�
SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MO DEL:
2195
(VERSION#00)
PROJECT*:
R5025.056/00001
PAGE:
LEFT &
RIGHT
ELEVATIONS
ARCHITECT:
STATE OF FLORIDA
DA E:4 3/21/19
S ALE:1/4"=1'-O"
5S&EET
1 OF 9
CONNECTOR C R ED �T L E CONTROL DATE: 01-075
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-I6
1450
HTA 16-15
1400
(M IOd x 1 In' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X ! 1/2" - NO 16d OPTION)
1985
(10) 106 x 1 1/2' -PLY, (USP: (10) 1Od x 1 V2')
(2) META-16
(2) HTA 16-18
2800
1900
04) I6d 2-PLT (USP: NO Ibd OPTION)
HETA-10
ISO
HTA 16
1615
(5) 1Od x I IR' I -PLY, (5) 16d 2-9LY U5P: (10) 10d X In', NO 16d OPTION
HETA-20
I010
HTA 20
ISIS
l9) 106 x I IQ' I -PLY, (8) 16d 2-PLY USP: (10) IO d x IR', NO 16d OPTION
�.-
2035
(10J 10d x 1 4' I -PLY USP: (10) 10d x 1 I/T
(2) HETA-20
2500
(2) HTA-20
3170
-
fit) led 2-PLY (UfiP: NO 16d OPTION)
Z
0
LGT-2
2150
LU6sT-2
1919
(1) - 1l4' x 2 1/4' TITEN, 2 PLT (USP. BILK (5) 1/4' UB, WOOD (K)10d
(n
DETAL-20
2400
NO USP CONVERSION FOR SIMPSON DETAL-20
05) - 10d x I n, I PLY
MGT
3965
MUGT
4000
(U 5/8' ATR IN HIGH STRENGTH EPDXY MM. R' EMBED), [22) 10d TO WOOD (WSP: (25) 10d TO WOOD)
F37-2 +
10980
HUGT4
9365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY MIN.. 12' EMBED), (16) 106 TO WOO MOD OD ea) 1Od)
HST-3
10530
HUGT-3
9365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY MM. 12' EMBED), (I6) 1Od TO WOOD (USP: WOOD (5) 10d)
LGT3-SD62,5
3265
LUST-3
5330
lit) 805 11 1/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/e' X 8' WEDGE BOLT, WOOD (12) WS25)
1210 PARALLEL TO WALL
LTA2
1425 PERPENDICULAR TO
LPTA
1555
(10)10d x I-IR' (USP: (0) sxa x I IR'
WALL
VGT
4S40
NO USP CONVERSION FOR SIMPSON VGT
(1) 5/e' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS I/4'X3' TO WOOD
(2) vGT
1185
NO USP CONVERSION FOR SIMP50N (2) VGT)
(2) 5l8' A.T.R IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (32)-5D5 I/4'X3' / 2 PLY
MTS-12
1000
MTW 12
1595
(14) 10d x I In' (USP: (14) 100 x''2%(14)10d)
HT9-16
1150
HTW 16
1660
(16) 106 x I In, (USP: (16) IOC x I ✓)', (16) hvd)
HT5-20
1450
HTW 20
2045
(24) 10d x I In' (USP: (24) 10d x N', (20)10d)
HTS-24
1450
HTW 24
2045
(24) 10d x I IR' (USP: (24) IOd x V/', (20) 10d)
1
LSTA-12 .
w2
LSTA 12
910
(10)10d USP. 0V 10tl
L5TA-18 .
1235
LSTA 15
1360
(I4) /0d USP: (14) 10c1
MSTA-I5
GIS
MSTA-15
1315
(14)10d USP; (14)10d
MSTA-24 ..
1I
MSTA-24
I750
(16) 10'd USP 6s)10d
IL
meTA-30 -
2050
M5TA-30
2140
(22) 10d USP (22) IOd
ItIt It It
,a, �
a) LA
a) ,�
�
lu
R) -(X 0 0 u �- ,t
MSTA-36 ..
2050
MSTA-36
2525
(26)Y)d USP: [26)10d
J -1 _j _j
_j -1
-1 J
�
-1 -1 -1 J --1
H
MSTI-36
3500
KSTI 236
3090
(36) IOd x I Ill' USP: (36) IOd x I in,
U- LL LL LL
LL LL
LL 1L
lL
LL IL
LL
LL LL LL LL LL U-
V)
MSTI-45
5065
KT51 248
4250
(45) IOd x I IR' USP: (45) 1Od x I IR'
H6
9SO
LETA 6
1595
(a) ad TO PLATES, (a) 5d TO ENDS (USP: (16) Bd x 1 IR'. (I6) 6dJ
-
-�-
-
-
--f_
-
5P4
855
SPT 4
S45
(6)10d x 1 IR' TO 5TUD5 USP: (b) 106 z I I2' TO STUDS
I
I
A34
395
MP 34
410
(4) 84 x I In' TO BEM, (4) 86 x I I4' TO POST USP: (4) 5d x I Ia4 TO BEAM (4) ed x I IR' TO POST.
I I I I I I
I I I I
I I
I I 1 1
II I I
I I 1 1 1 1 I I
HOP2
645
HHCP 2
1010
(a)10d x l la. USP: (10) I0d x I IQ TO TRUSS, (10) 10d X 1 1/2' TO RATE
I
(
III
I I
HIOA
1340
RT I64
2!B0
(IB)10d x I IR' USP. (9l 1Od x 1 111 TO TR SS (5) 10d X 1 10- TO PLATE
I
I I
I
I (
I
I
VGT t HDU4
4565
PHD 4A
4535
(16)-SDS V4 x3 TO WOOD, NO-SDS I/4 W InW/ TIREADED ROD. (21 NUTS/WI PLY
III
1 1
1
USP. S1W ATR MIN. T' EMBED SET IN 4*4 STRENGTH EPDXY, (10)116W WOOD SCREWS
I I I I I I
I I I I
I I I I
I I II
III
II I I
VGT a "DIE
4940
TDX 10
5110
(16Y808 V4'r3' TO WOOD, (3)-3/4' STUD BOLTS W/.THREADED ROD, (2) NUTS/JASHERRPLY
I I I I
I I I I I I I I
USP: l/5' ATR MIN. T EMBED 8ET M NISH STRENGTH EPOM, f4) 7/8" THRU-50LT5
I
I
I
ABU 44
2200
6665
PAU 44
2535
6775
(TJ 51W ATR IN HIGH STRENGTH EPDXY, (MIN, T' EMBED.) M GONG, (12) 16d TO WOOD USP: SAME ASS MESON
ABU 66
2300
12000
PAU 66
2535
13815
(1) 5/8' ATR INHIGH STRENGTH EPDXY, (MIN, T' EMEED) IN CONG, 02)166 TO WOOD USP: SAME AS SIMPSON
I I I I
III I I
U)
LT'S ..-
1340
LT5 M
1205
(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ IN CONO, (8)10tl TO WOOD USP: SAME AS SIMPSON
I I I I I I
I I I I
I I II
I I I I
I I I I I I I I 11 I I
Q�
0
BOO
L75 206
HOD
(1) IQ' ATR M HIGH STRENGTH EPDXY, MIN. T' SMI M CONC., (IOA10d TO WOOD
(
I
I
I
,
L7T2OE ...
USP; 3/4' AM MIN T' EMBED SET IN HIGH STRENGTH EPXxY, fl0) 10d, 110) 10tl x I/2', 2-IQ'
I
I I
I
I
I
I I
I
_
4455
HTT45
4465
(1) ' ATR IN HWiH IN STRENGTH EPDXY (M. T' EMBED) IN CONC, (18) SD-0 1 11 IUSP (70) Ibd X 2-V2')
5/e(MIN.
'
`
L
U
HTT4
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 1Od x I -In', (20) led x 2 I/2'
,
I I I I
11\ I
-
Z
Q
5090
5430
-
(U 5/e' R
IL STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., f26116d X 2 In' (USP: (20) led X 2-I,'29
1
I I I I I I
I I I I
I I II
II I I
H775
HTT45
USP HAS MMORE ONAIL OPTIONS: (26)10d (28) 10d x I-IR', f20) 16d x 2 IR'
E
\
II I
HHD011-SDS 25.
11&0
UPHO 11
12090
(U 1- ATR IN HIGH STII&PYTH EPDXY, MIN 10- EMBED) IN CONO., (24) 505 $' WOOD SCREWS (USP. (24) WSn WOOD SOREU5,
I
HD16
1 6645 1
TDX 10
5110
(1) T/8' AB. IN HIGH STRENGTH EPDXY, (MIN. T EMBED:) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: l4) l/8' BOLTS)
INf
\
SMPBCN: ATR M HIGH STRENGTH EPDXY, MIN. S EMBEDMENT) M CYIA. TOP ('/ 3/<'
I I I I I I
I I I I
11 I I
I I 11 I I II
11 I I
'
kFM35X12U
3165
IN
ATR IN HIGH STRENGTH EPDXY, MIN. ED. EMBEDMENT) IN CMU FACE, (E OF TO BEAR
G S
USP: flJ IR' J-BOLT W/ FIA EMBED. (NOT LESS THAN 4' FROM EDGE GONG W/ 3/4'LLE DIN
I I I I
I I I I I I I I
(n
MBHA 3.56AI25
3415
S330
DYN4 BOLT SLEEVE ANCHOR OR EQ.W/ MIN. 9' EMBED DEPTH INSTALLED IN THE FAGS,
BOB B DE H
(RN�SET42EDHEAD
W
2"0 (FLR)
.v 0 FLR)
-
(10) Ibd TO HEADER (10) ea TO WOOD USP: SAME AS SIMPSON
U
HUSC412 (WOOD)
3' 35
32e5 (ROOF)
HU54121F
30b0
3225 (ROOF)
I I I I I I
I I I I
I I
Td1CN ICJCJEJ
TO I I I I —fir
D
QHUC410
(111)
1510
S085
HD41O IF
1905
3175
(18) 1/4' . 2 3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1Od TO WOOD, (USP: (IS) 1/4' x 3' WS3 SCREWS, (10) 106 TO MOD,
1
=
HJC210-2 (CMU)
IBIID
5085
LD210-21F
S05
3115
(15) 1/4' x 2 3,'4" TITEN (9 PER FLANGE) TO CMU, (10J 10d TO WOOD: (USP: (I8) I/4' .3- W53 SCREWS, (10) 10d TO WOOD
I I
I
DBL STUD W/
HUG210-3 (CMUJ
1810
4000
HD210-311=
1905
3115
(IS) 1/m N 2 3'4" TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: BP; (16) 1/4' x 3- W63 SCREWS, (10) IOd TO WOOD
(2) MT9-12
LG-LM26-2-SDS
=43ID
5595
NO LSN CONVERSION FOR 51MPSON LGUM26-2 SD)
(4 3/5' TITEN 1-D ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 In' SDS SCREWS'O +liOOD
-INCH STRENGTH EPDXY SIMPSON 'SET EPOxY-TIE'. CONTACT THE ARCHttEGT/ENGMEER OF REGORPOR UR'--Eh '. RO VrL PRIOR-O SU567ITUT'NG FOR SIMILAR EPDXY PRODUCTS OR USE - CA ADHESIVE
F ,
11
II
1
ANCHORING SYSTEMS.
ry��
FCs
LBW.
(2) 2X8 LBW.
WHERE ANCHOR EMBEDMENT IS GREATER THAN V' DEEP, THE VERTICAL CELL In C`1.'J.::ALL -9G5T ^--E= 5C _ GRC;.T_
FL2
.. !Cd COMMON NAILS CAN BE SUSS71TJTED WITH Od x. 1 In' NAILS IN CONJUNCTION WITH A 23. REDUC ON'N THE A. ..b B_E LOAD WR!TTB. 4=PROVAL FRO`I THE AR01-"ECT 15 REQUIRED FOR THIS APPLICA"ON
FL3
!—
PRIOR TO INS?ALLATION.
IJ
R
75SLESTO'I
+11 MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5%MIN MUM EMBEDMENT INTO THE FOUNDATION WIL_ BE "
:.
- �
DLjpUL u'T4'D W/
— - — � — - — � — - — -
FL2
w
FL3
i
_—_—=--==z:
-�___
(2)MTS-12
------------
F--
A,TR.: A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES)
m
O
Z
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT "'NAY AFFEOT CON E CRS. - ON. RACTOR MUST BE RESPONSIBLE FOR Y-<Nt SURE THAT -HE PROPER CORROSION PROTECTION
FL2
15 USED.
FL3
=—_—_—___-T�-_—_-
_
t—Z-------------
—_---__---__
WHEN USING, STAINLESS STEEL CONNECTORS, USE STANLE55 STEEL FA5TENERS. WHEN USING ID.AX / H.D-X-N 11 c CR U F-oTEVER6 GALVAKIZED PER A5TY -'.153
1
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASES AND MUST HAVE WRI- EN ROv^PRO- E -R .- rNG1NEER OF RECORD Pi OR TO USE
FL3
1
- — - — -
- —
-^
- -
— - - — - - — -
FL2
- —
CONNECTOR VALUE5 BASED ON SIMPSON "WOOD CON57RJC7!ON CONNECTORS C-2013" "HIGH WIN.1-R=518-4NP CONSRJCTION C-LWO9 , AND ANC-ORNG < FASTENING- SYSTEYI5 FOR CONCRETE < MASONRY DATA CC
;
C-SAS-2012,
F1_2
HEADER
SPAN
CHART
-
-
-_-_-_-_-_-_
(HEADER
SIZES PER CHART, U.N.O.)
_—_—_------------
FL2
FL31
=______�-_—_
_ _
SINGLE STORY APPLICATION
WALL LECsEND
-
- - __
_
2 x 12
-_
SIZE
CLEAR SPAN
(02 SYP)
FL3E—
DBL 2 x 6
UP TO 5'-4'
[13I
l/I6' OSS
(TYP.)
0
—
— ----
�
= � _
1
--
---
- ----- -
FLI
DBL 2 x 8
5'-4' TO 1'-0'
8' S' BRCS...
J6
I
n ''
DBL 2 x 10
DBL 2 x 12
1'-0' TO
10'-0' AND OVER
\Q
TWO STORY APPLICATION DOLUN STAIRS
NAIL (3) 12d ® iI O.G.
J4
u
+-----------_—_-_
l
1 12ZC1ETAd� _
_ _ _ _ _
I
(2) META-16
SIZE
CLEAR SPAN
TYP. 2x12 BM./HDR.
LOAD®
� I
I
3
® ENTRY
J2
'I
a
J -----
D�
DBL 2 x b
DBL 2 x 8
UP TO 5'-m'
5'-0' TO V-4'
----
J2
DBL 2 x 10
6'-4' 70 8'-0'
r
_ 0
� _
DBL 2 x 12
W-0' AND OVER
NON -BRCS. WALL
-
-
-
- -
U
�
cli
m 13
m m m m m m m 04
Q
MINIMUM WALL
AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (Ft.)
UP TO
5'-0' TO
5'-0.
PRE-ENGINEERED
UN.O,
4'-11 1/2'
1'-11 1/2,
AND UP
FLOOR TRUSS
NUMBER OF HEADER STUDS
EXTEND SHEATHINGS
SUPPORTING END OF HEADER
1
2
3
TO SLOGK
NUMBER OF FULL LENGTH STUDS
1
2
3
PROVIDE FLASHING
AT EACH END OF HEADER
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. FUR. LINE
2x6 LEDGER SECURED
W/ 1/4' x 6" LAGS BOLT
W/ 2' DIA. WASHER 6 24"
O.G. MAX (2x6
BLOCKING AS REQ'D)
LSU-26
2X6 SU5FA8C1,4
LUS26 W1 (4) 106's
TO LEDGER AND J' X 8 J'
WEDGE ANCHOR AT 24" O.C.
INTO BOND BEAM
n®VERHANG
SCALE: 1/2' = 1'-0'
Islu im II
FIRST FLOOR F"AMING PLAN
A R C H IT E C T S
4Design
GroupLLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�nnmm
�smeeaosao�
svBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
FIRST
FLOOR
FRAMING
PLAN
ARCHITECT:
STATE OF FLORIDA
DAT :�/21/19
8C "E: 1/4"=1'-011
SHkET
6 or 9
A R C H I T E C T S
„ T T w� E C r,,,� S C I Tlr'1 D I r TI( E GONTRO'_ LATE: @T-01-15
1�U�IS1IP �C U IuuIJJ
CONNECTOR
SIMPSON
DES.
UPLIFT
GRAVITY
DES. ,UPLIFT
GRAVITY
FASTENER
META-16
1450
HTA 16-I5
1400
(1) 11 x I In PLY, (6) 16d 2-PLY, (LISP ('0I IOd X I In - NO Ibd OPTION)
(2J META-I6.
1985
(2) HTA I6-I8
2600
OV 10d x 11/2' I -PLY, (USP: (10) 10d x I In.)
-
1900
(14) Ibd 2-PLY (U6P: NO Ibtl OPTION)
HETA-16
ISO
HTA 16
1615
(5) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USE; (II led x I In" NO 166 OPTION
HETA-20
1810
HTA 20
1615
(9) 106 x 1 I/V I -PLY, (8) 16d 2-PLY USE: (10) 10d x I IA', NO 16d OPTION
}
(2) HETA-20
2035
(2) HTA-20
31T0
(10) 10d x I In" I -PLY UBP: (10) 10d x 1 In.
5®@
(12) 16d 2-PLY (UBP NO 166 OPTION)
z
O
N
LGT-2
2150
LIJGT4
ISIS
(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: ELK l5) 1/4' WI WOOD (16) led
DETAL-20
2450
NO USE CONVERSION FOR SIMPSON DETAL-20
(IB) - 10d x 1 IA, 1 PLY
Q
MGT
3965
MUGT
4000
(1) 5/e' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP(25) 10d TO WOOD)
H2T-2 +
10980
HUGT-2
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) IOd TO WOOD (U IP: WOOD (8)10d)
HET-3 •
10530
HUGT-3
9365
(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED),, (16) IOd TO WOOD (UBP: WOOD (e) 10d)
LGT39DS2.5
3285
LUGT-3
5330
02) 5D5 1/4'# 1/2' TO GIRDER-(4) 3/8' x 5' TITEN HD TO WALL /U5P: GGNC. (4) 3/8' X 5- WEDGE EOLT, WOOD (12) S1925)
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(10). 10d x 1-V2' NSP: (10) 10d x 1 V2'
VGT
4940
NO USP CONVERSION FOR SIMPSON
VGT
(1) S/e' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16J-5D5 I/4'X3' TO WOOD
121 VGT
7185
NO USP CONVERSION FOR VMP60N
(2) VGT)
(L 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. IT. EMBED). (32)-5D8 114•X3'
M75-12
1000
MTW 12
1595
C4) 10d x I IR' (USP: (14) 106 x i IQ', (14) 10d)
HTS-16
1150
HTW I6
1660
(16) 10d x 1 1/2, lU5P: (16) 10d .1 In', (16) led)
HTS-20
1450
HTW 20
2045
(24) led x 1 In' CUSP: (24) 10d x I Il1', (20) IOd)
HTS-24
1450
HTW 24
2045
(24) 10d x I Ill' (USP; (24) 10d x I n', (20) 10d)
LBTA-12 H
925
LBTA 12
9T@
(10) led USP: (ICJ 10d
LSTA-15 ++
123E
L5TA IS
1360
(14) led U5P' 04) 10d
MSTA-15 H
1315
M67A-18
1315
(14) 11 USP: (14) led
M5TA-24 +.
1640
MST4-24
M50
(0)1@d UsP: 65) led
(n
EL
115TA-30 a
2050
M5TA-30
2140
(22)10d U,P: (22) i@d
<
MSTA-36 +
2050
MSTA-36
2525
(26)U9d USP: (26)led
F-
M5T1-36
3500
K5TI 236
3050
(36) 10di a 11/2' USP (3611@d x I IR'
(nMITI-48
5065
KT51248
4250
(45)10d x IR' UBP: (481106 xI In,
H6
950
LFTA 6
1595
(6) ed TO PLATES, /6) 6d TO STUDS (USP: (16) Sd x I V1', 06) ed)
81-4
885
SPT 4
945
(S) 10d x I V2' TO STUDS UBP: (6) IOd x I Il)' TO STUDS
A34
396
MP 34
410
(4) Sd x I Ill' TO BEAM, (4) Sd x I IR' t0'POST. USP: (4) Sd x I V)' TO BEAM, (4) Bd x I Il TO POST.
HOP2
645
HHOP 2
1070
(12) 10d x I Ill' UBP: (10) IOd x I VP TO TRUSS, (10) IOd X I I/T TO PLATE
H10A
640
RT I&A
2180
(15) 10d x I IR' U5P: (9) 10d x I In' TO TRUSS, (e) IOC X; IR' TO PLATE
VGT a HDU4
4565
PHD 4A
4935
(Ib)-SDS 1/4'x3' TO WOOD, (10)-5D5 1/4Y3 1/2' W/ THREADED ROD, (2) NUTSNJA6HERR PLY
USP: 5/6' ATR MIN. T' EMBED SET 1N HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS _
vGT a HD1B
4940
TDk 10
6110
(16)-5D3 1/4'x3' TO WOOD, O)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5NIASHERRPLY
15P: 1/8' ATR MIN. 1" EMBED SET N HIGH STRENGTH EPDXY (4)1/5" THRU-BOLTS
ABU 44
2200
1 6665
PAU 44
4635
6175
(U 5B' ATR N HIGH 5TRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (II 16d TO WOOD UBP: SAME AS SIMPSON
ABU 66
2300
12000
PAU 66
2555
13815
(U BB' ATR IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) N CONIC., (12)166 TO WOOD U5P: SAME AS 6MP5ON
(n
LTTi9 .
1340
LT6 19
1205
(U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (B)I0d TO WOOD USP: SAME AS SIMPSON
ct�
O
LTT2OB ...
1Soo
LT5 20B
1105
(1) IQ' ATR N HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC, (10)I06 TO WOOD
USP: 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) I0d x I IR', 2-1/2'
=
U
HTT4
4455
HTT45
4465
f1 5(S' 4TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBER) IN GONG, (16) 80FlO X I n' (USP: (20) Ibd X 2-IRO
.USP WAS MORE NAIL OPTIONS: (20) 10d, (20) led x I-IR', l20) Ibd x 2 A'
Z
Q
HTT5
5090
HTT45
5430
(I) 5/0' ATR N HIGH STRENGTH EPDXM (MIN. 1' EMBED,) IN CONIC., (26) Ibd X 2 IR' (USP: (20) 16d X 2-I/2')
USP HAS MORE NAIL OPTIONS: 128) IOd, (2B) 10d x;-In', (20) Ibd x 2 In'
HHD011-SDS 25.
IIB10
UPHD 11
12030
(1)1- ATR IN HIGH STIEN'TH EPDXY, (MIN. 10' EMBED) IN CONC, (24) SDS YV x 2If' WOOD SCWW5 (USP: (24) W63 JOOD SCREWS)
FD1B
6645
TDx 10
510
(i) 1/6' AB. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN LONG, (3) 314' STUD BOLTS TO WOOD (USP: (4) In' BOLTS)
Cn
IMBHA 3S6/1135
3415
5330
NFM35X12U
311
1130
51MPSGN: (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, MIN, 6.15' EMBEDMENT) IN (O .J. TOP, (V 3/4'
ATR IN HIGH STRENGTH EPDXY, MIN. 6.15' EMBEDMENT IN CMU. FACE, (MA" TO BEAM
UBP: (U la' U-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4- FROM EDGE OF CONIC W/ 3/4' DIA ITj
RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR SO. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE PALE.
Iod JOIST
Q�
L-I0
(J
HU6C412 (WOOD)
3635
2660 (FLR)
HUS4121F
3060
2530 (FLR)
(10J lbtl TO HEADER (10) Ibd TO WOOD U5P: SAME AS SIMPSON
3265 (ROOF)
3225 (ROOF)
Z
HUC410 (CMI))
IB10
1
5065
HD410 IF
1 1905
3115
08) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP; (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD.
=
HU021@-2 1.111)
IBIO
5085
HD210-21F
1905
3175
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: NSP: (18) V4' x 3' klS35CREW5, (l@) 10d TO WOOD
HUC210-3 (GMW
IBIO
4000
HD210-31F
1905
3175
(IB)1/4' x 2-3/4' TITEN (5 PER FLANGE) TO CMU, (10) 1Od TO WOOD: (U5P: (15) 1 x 3- W63 SCREWS, (10) 1Od TO WOOD
LGUM26-2-51D6
1430
5S95
No USP CONVERSION FOR SIMPSON LGUM26-2-5D•
l4) 3/5' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' 605 SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMP50N "SET EPDXY -TIE', CONTACT TEE ARGHITECT/ENGINEER OF REOCRp FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U6P - CIA ADHE51 VE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1" DEEP, THE VEFTICAL CELL IN CMU. WALL MUST 199 FILLED SOLID Al GROUT.
++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH 'Ed x I IR' NAILS IN CONJUNCTION WITH A 23N REDU&TION IN THE ALLOWABLE LOAD. WRITTEN APPROV4L FROM THE ARCHITECT 15 REQUIRED FOR THI5 APPLICATION
PRIOR TO INSTALLATION.
.• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBE4M WILL BE 5', MINIMUM EMBEDMENT INTO THE F(T NDATION WILL BE 1'
W
H
ATR, z A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES)
OBECAUSE
OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS 'HE CONTRACTOR MUST BE RESPONSIBLE FOR M4KINO- SURE THAT THE PROPER OCRR05ON PROTECTION
d USED.
WHEN USING STAINLESS STEEL CCNNEC-ORS. USE STAINLESS STEEL FASTENERS. WHEN USING Z AX / H154 GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5T1`I-AIE3
USE OF EXPANSION ANCHORS IUILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGNEER OF RECORD PRIOR TO USE_
ALL CONNECTOR VALUES BASED ON 5IIMF50N "WOOD CONSTRUCTION CONNECTORS C-2013' , HIGH WIND -RESISTANT CONSTRUCTION O-HWC9. AND ANCHORING 4 FA5TEN;NO SYSTEMS FOR CONCRETE I MASONRY CATALOG
C-545-2012,
NAIL (3) 12d ® V-8' O.G.
TYP. 2x12 BM./HDR.
® ENTRY
MINIMUM WALL AND 1-IEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft-)
UP TO
5'-0' TO
8'-O'
UN-O.
4AII 1/2'
-'-II 1/2'
AND UP
NUM15ER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
FRAMING NOTES:
1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N,O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD, URO. ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR, TRUSS/BEAM MUST
NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE
J6
JS
JS
J2
DIAGONALS FOR BOTTOM DIAGONALS FOR BOTTOM
CHORD BRACING a 20'-0" CHORD BRACINCz �@ 20'-0"
nr' MAY n(-'_ Mdv
TRUSS TO 4X6
POST W/ M(sT 4
HDU4 POST TO
CMU W/ HTT-4
TRUSS TO DBL
STUD W/ HTS-20
TRUSS TO 4X(o
JS POST W/ MGT 4
HDU4 POST TO
J81 CMU W/ HTT-4
51G IX4 BTM. CHORD BRACING 12'
52G O.C, MAX., SECURED W/ (2) l0d
COMMON NAILS B EACH CHORD
INTERSECTION MR)
Design
Group �«
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�IIIII'llll
�om00�0000J
SLJBDIV. & LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
ROOF
FRAMING
PLAN
ARCHITECT
STATE OF FLORIDA,
,
DA : �3/21/19
SC LE:1/4"=1'-0"
0P' 9
ELECTRICAL LEGEND
5YM50L
DEFINITION
NOTES
IIDV DUPLEX
RECEPTACLE
1FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
IIDV SWITCHED
BOTTOM HALF SUIITCNED
DUPLEX RECEPTACLE
IIDV GFI DUPLEX
EQUIPPED V GROUND FAULT
INTERIIPTER (TAMPER RESISTANT
CSF I
RECEPTACLE
TYPE)
®
220V RECEPTACLE
4 WIRE C2MCTM
IIDV DUPLEX
EQUIPPED UV GROUND FAULT
��pp
W/GFI
RECEPTACLE
MIEPoJFfiER IWEA?HER PROGf)
SWITCH
`✓3
3-WAY SWITCH
4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
LIGHT FIXTURE -
RECESSED
y.�
LIGHT FIXTURE -
HANGING
y.�
LIGHT FIXTURE -
CEILING MOUNT LED
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE -
KEYLESS
LIGHT FIXTURE-
AV.P.
VAPOR PROOF
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UG
UNDER CABINET
—
LOW VOLTAGE
PANEL
PANEL
METER
SD
SMOKE
GATT. BACK-UP W/ HARDWIRE
DETECTOR
WERCONNECTED
CARBON MONOXIDE
GATT BACK-UP W/ HARDWIRE
DETECTOR
NTERCONNECTED
CEILING BOX REQUIFED TO BE
O
J-BOX
SUPPORTED IN ACCORDANCE W/
BOX MARKED AS SUCH FOR
INSPECTION
FLOOD LIGHT
DG
DOOR CHIMES
TV
TELEVISION JACK
TELEPHONE JACK/
CAT 5
4
GAS OUTLET
TRANSFORMER 5ANK:5OkVA
VOLTAGE: -7620/13200-240/4WV
SERVICE: SINGLE PHASE
TYPE: UNDERGROUND
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
AT SECONDARY SIDEt (120/240 VOLTS)
MAXIMUM FAULT CURRENT: IS3SO amps
POWER COMPANY
TRANSFORMER
SERVICE BY OTHERS
(3) " 1 THHN/THUIN COPPER CONDUCTORS,
(I) 6 THHN/THWN COPPER GROUND IN 2" CONDUIT.
NEMA 3R
COMBO
DISCONNECT
AND METER
ct-1
R
CAN
200
AMP. PHONE / DATA
WEATHER
— PROOF BOX
200 Al IF' ELECTRICAL RISER
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE
PLAN:
2195
LOAD INFORMATION
VA
2195 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
6,585
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3000
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
47.831
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD 0 40%= 37,831 VA x (4)
15,132
TOTAL NET GENERAL LOAD
25,132
5-TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5-KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
25,132
NET TOTAL HEAT
10,450
TOTAL LOAD
35,582
CALCULATED LOAD
FOR SERVICE
35,582 VA / 240 V= 148.26
200 AMP SERVICE
200 AMP
120/240
VOLT 42
CIRCUITS
MLO
INTERSYSTEM BONDING TERMINAL
AT LOU) VOLTAGE CONNECTIONS
PROVIDE 04 THHN/THUIN COPPER CONNECTED
TO CONCRETE ENCASED TOOTER STEEL AND
COLD WATER PIPE.
NOTE: IF PVC IS USED THERE IS NO
BOND/GROUND TO COLD WATER PIPE.
GABLE / TV
WEATHER
PROOF BOX
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VERIFY LOC.
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
FIRST FLOOR
ELECTRICAL
PLAN
ARCHrrECT-
STATE OF FLORIDA
3/21/19
S`CAL a 1/4"=1'—O"
SHEET
OF
A R C H I T E C T S
Design
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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��0m0o0�0ooJ
SUBDIV. & LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
ECOND FLOG
ELECTRICAL
PLAN
ARCHITECT:
STATE OF FLORIDA
LIAR I 12019
DA''E; 3/21/19
SC/4LL: 1/4"=1'-O" 1
lop
Building Permit x Owners Name
Planning & Development Services Department
Building & Regulations Division
Product Review Ailidavit
Applicant:
Product
Model Number
Opening Design
Product Rated
Manufacturer
Product
Glass Type
Method of Attachment
Pressures
Design Pressure
Approval
Number
Windows
Series 4700
+32.37/42.62
+50/-60 DP
Ply Gem
FL 14039-R2
Non -Impact
One 3/16" ITW Tapcon with
Single Hung
Flange
sufficient length to achieve 1 1/4"
25-SH Egress
minimum embedment. Required
anchors: Head (2), Jamb (3) Each
window.
Windows
Series 4700
+32.37/42.62
+50/-60 DP
Ply Gem
FL14039-R2
Non -Impact
One 3/16" ITW Tapeon with
Single Hung
Flange
sufficient length to achieve 1 1 /4"
35-SH
minimum embedment. Required
anchors: Head (2), Jamb (3) Each
window.
Windows
Series 4700
+32.37/42.62
+50/-60 DP
Ply Gem
FL14039-R2
Non -Impact
One 3/16" ITW Tapcon with
Single Hung
Flange
sufficient length to achieve 1 1/4"
24-SH
minimum embedment. Required
anchors: Head (2), Jamb (3) Each
window.
Mullions
Series 4700
N/A
+/- 75 DP
Ply Gem
FL15264.2
N/A
3/16" ITW Tapeon screws of
Flange
sufficient length to achieve minimum
embedment of 1 %d' into
concrete/masonry substrate.
Sliding Glass Doors
Series 4700
+28.74/42.62
+/-50 DP
Ply Gem
FL14634,2
Non -impact
%I' Elco Tapcons of sufficient length
to achieve a 2'/a" minimum
embedment. Required anchors:
Head/Sill (6). Jamb 6 Each Window.
Swing Type Doors
310"x810"
+30.641-30.64
+67.0/-67.0
Therma Tru
FL5891-115
N/A
ITW Tapcon 114", Min Embedment 1-
Smooth Star
114", Min Clearance to edge 2", Min
Fiberglass
Clearance to adjacent anchor 4"; OR
ELCO Tapeon 114", Min Embedment
1-1/4", Min Clearance to edge 1", Min
Clearance to adjacent anchor 4".
Anchor Spacing Max 18.5" O.C.
Garage Doors
160 Model
+25.91/-31.39
+36/42
Clopay
FL16546.4
N/A
Jamb to block on verticle jamb: IWO
spacing of 7'h" and 1" OD steel
_
_._.._...
washer required.
Door to jamb: 13 GA GALV. Steel flag
_bracket attadaed to.jamb wkh.(3.)
5116" X 1 6/8" lag screws and to track
with (2) %" rivets.
2'A" X 12 GA GALV. Steel brackets
attached to jamb with (1) 5/16" X 1
518" LAG screw per track bracket.
Hurricane Protection
24ga Steel
N/A
+40/40
Eastern Metal
FLI 1964.2
NIA
'/4" Tapoon Anchors, SG Tapcons, or
Panels
Supply
''%" x 3/4" All Points Solid -Set Anchors.
Minimum embedment into concrete of
1 %*
Roof ventilation
4' Standard
N/A
N/A
Tamko
FL5219.3 R3
NIA
Apply roof cement to the underside,
Off Ridge
back and side flanges of the ridge
Vent
vent. Cement should be %:' thick and
extend 2" onto roof underlayment.
Attached vent top and side flanges to
deck with nails spaced 8" o.c. and 1
%a' from each end. After fastening
flange to deck, nail and adhere
loosened shingles with flashing
cement. Apply flashing cement to
exposed nail heads and wherever
flange edges meet shingles.
Roofing Underlayment
N/A
N/A
N/A
Trinity ERD
FL15216-122
NIA
Field spacing max 12" O.C.
Staggered overlaps attached 6" Q.C.
with corrosion resistant fasteners with
1" diameter plastic or metal cap nails.
Roofing Asphalt
N/A
N/A
N/A
Tamko
FL18355-R3
N/A
6 nails per shingle. Standard type
Shingles
roofing nail, nail shanks should be 12
gauge wire and minimum head of
3/8". Nails should penetrate deck
completely and extend at least 1/8"
I past.
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature"
Design Prof- Cert. No. Date:
A R C N I T E C T S
Design
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
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sUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
PRODUCT
APPROVAL
ARCHITECT
STATE OF FLORIDA
•.«rPhdi� r lia 'iv
3/21/19
I OF 9
(V 5 REBAR VERTICALLY
- W/ CCNC. POURED CELL
(V 5 REBAR VERTICALLY W/ CONC,
(U 9 REBAR VERTICALLY
(25' MIN LAP)
(V 5 REBAR VERTICALLY
POURED CELL (25' MIN LAP)
W/ CONC. POURED CELL
STUDS IB' O,C. MAX
W/ CONC POURED CELL
_ R-4.1 MSUL. MIR
(25• MIN LAP)
R-4.1 MSUL. MM.
5 1/2' • HEAD OF GARAGE
- S' CMu
(25• MIN LAP)
-
?ENURED GEMENtI0U8 COATNG
TEXTURED CEMENTIOUS COATING
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A R C H I T E C T S
Design
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
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SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT:
R5025.056/00001
PAGE:
FOUNDATION
DETAILS
ARCHITECT:
STATE OF FLORIDA
V, r1n
/2i/19
SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE L kNOTE: NOTE:
X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED
OVER 030 FELT PAPER (OR APPROVED EQUAL) RE ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB.
INSTALLED PER SECTION R905 OF THE FBCR, ❑ DO NOT EXCEED I" ❑ DO NOT EXCEED I"
6TH EDITION (2011) GABLE ROOF TRUSS
8' CMU BLOCK 8' CMU BLOCK
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES �" DRYWALL 2" DRYWALL WINDOW/DOOR JAMB
METHOD PER 'NAILING SCHEDULE" AT FIRST !2) BAYS P.T. Ix4 or 4"x4" MIN. ❑ P.T. Ix4 or 4"x4' MIN.
(4 0 O.C. SHEATHING SEAMS) (SEE WINpOW/p00R JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/POOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER
METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT
2x6 SUB -BAN DOOR CASING SCHEDULE
VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL
OVER 4'-10° HIGH DOOR JAMB / WINDOW MEMBER w/ l2) 12d NAILS 8' FROM OOR JAMB / WINDOW
" TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED To BLOCKING P.T. Ix4 or 'x4" MIN:
(PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and 0 18" O.C. MAX PER MFR'S SPECIFICATIONS) SECURE T RU FRAME INTO BLOCK w/
EXPANDED METAL LATH, OVER APPROVED
SECURE P.T. 2x8 TO BLOCK w/�" x 9" (1) TAPCON (MIN. EMBEDMENT I J
2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN 6^ I°
SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (A4 or +%4) WINDOW TO BLOCK (+3) 8" FROM EACH END and S 18" O.C. MAX
WALL SHEATHING (TYPE AND ATTACHMENT (6" MIN. EMBEDMENT 6 32' O.C. MAX) or DRIVE PIN, 8" FROM EACH END and
METHOD PER "NAILING SCHEDULE" DOOR JAMB TO BLOCK (+3/ or +5/4) DOOR JAMB TO BLOCK (+3) is" o.c. MAX
SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: I°=I'-m' 4E SCALE: I'
w/ I2d NAILS 6 8" O.C. MAX MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
7B - ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 11"
WA2 = TRUSS w/ (2) 12d NAILS 4
PLASTIC OR METAL WEEP SCREE INSTALLED e MID -POINT OF TRUSS SPAN NOTE: NOTE:
i" TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
COATING MIN, (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) �" TAPCON
C926) OVER CM (R-VALUE PER ENERGY CALCS) ❑ p0 NOT EXCEED I' ❑ DO NOT EXCEED I" (MIN. EMBEDMENT 1 I") 8" FROM EACH
ENE) and a 18' O.C. MAX
8' GYPSUM BOARD OR" NIGH STRENGTH 8 CMU BLOCK 8' CMU BLOCK
CEILING BOARD FT 2x z" DRYWALL z" DRYWALL (1) DRIVE PIN, 8" FROM EACH ENE) and
BLOCK WALL SECTION - GABLE ROOF ONC. FILLED U-BLOCK w/ (1) 05 (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4"x4" MIN. Ix4 or Ix2 P.T. NAILER a 18, O.C. MAX
I SINGLE STORY SCALE: 3/4'pl'-O' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING 1"
DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT I6 OSB (4 WIDE MIND MIN. SHANK SIZE .145
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL POOR CASING MIN. HEAD SIZE 1 14
(ATTACHED TO BLOCKING MEMBER W/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 14
SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING
PER MFR'S SPECIFICATIONS)
OVER 030 FELT PAPER (OR APPROVED EQUAL) P.T. 2x6:
INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 8^)FROM EACH
6TH EDITION 12011) � �
OVER ROOF SHEATHING !TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 %) THROUGH NON-STRUCTURAL MEMBER (Ix or Z" OSB) END and 1@ 18" O.C. MAX
METHOD PER NAILING SCHEDULE )
4B SCALE: r=r-m' w/ TAPCON MIN. I a EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and
I8' O.C. MAX
RE -ENGINEERED ROOF TRUSS 7 MIN. SHANK SIZE .145
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 t6 )
(PER PLAN (R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 16) MIN. HEAD MIN. EMBEDMENT mI
SHIM AS NEEDED 4
TO PLUMB JAMB. SCALE: r=r-m'
METAL DRIP EDG I" ❑ DO NOT EXCEED 1'
s GYPSUM BOARD OR HIGH 4 P.T. 2x8: C:5�:
2x6 SUB BAN
STRENGTH CEILING BOARD 8" CMU BLOCK SECURE TO BLOCK w/ (2) �&" TAPCONS
VENTED ONC. FILLED U-BLOCK w/ DRYWALL NOTE: (MIN. EMBEDMENT I I") 8" FROM EACH
ALUMINUM SOFFIT tU "5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a 18" O.C. MAX
ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING To PLUMB JAMB. Or
RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �° 065 (4" WIDE MIN.) (2) DRIVE PINS; 8° FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR JAMB / WINDOW DOOR CASING ❑ DO NOT EXCEED I" 0 18, O.C. MAX
ATTACHMENT PER LONE PER PLAN) (ATTACHED TO BLOCKING MIN. SHANK SIZE .145
SPECIFICATION 8' CMU BLOCK
PER MFR'S SPECIFICATIONS � DRYWALL MIN. HEAD SIZE .300
P.T. Ix4 or 4"x4' MIE:7
N. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I I"
NOTE' (SEE WINDOW/DOOR JAMB BLOCKING P.T. 1x (4' WIDE MIN.)
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT
ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) DOOR CASING
(R-VALUE PER ENERGY GALCS) I6 SECURE 2nd 2x TO STRUCTURAL P.T. l2) 2x4: BE
PRECAST OR POURED IN w/" TAPCON MIN. 1 I" EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8" FROM OCR JAMB / WINDOW SECURE TO BLOCK w/ (1) 1° TAPCON
PLACE SILL (PER BLDR �' GYPSUM WALL BOARD EACH END and s 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I I") 8" FROM EACH
2" TEXTURED CEMENTITIOUS
U °5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6) PER MFR'S SPECIFICATIONS) ENE) and 18" O.C. MAX
COATING MIN. (PER ASTM CONC. POURED CELLNOTE: or
C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 I�6) STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (1) DRIVE PIN, 8" FROM EACH ENE) and
8" CM � IS O.C. MAX
4° P.T. FURRING STRIPS m 16" O.C, 4C SCALE: I'=r-o' THROUGH NON-STRUCTURAL MEMBER !Ix or �" 065) MIN. SHANK SIZE .145
w/ I" TAPCON MIN. I I' EMBEDMENT INTO BLOCK MIN. HEAP SIZE .300
OOD BASE MIN. EMBEDMENT I I"
NOTE: WINDOW TO BLOCK (+3 /6")
4 SHIM AS NEEDED 7 Pl2) 2x6:
.T.
To PLUMB JAMB. DOOR JAMB TO BLOCK 1+3 /6 )
° ONCRETE SLAB DO NOT EXCEED I" 4G scaLE: I'=r-m' SECURE TO BLOCK w/ (2) I" TAPCONS
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 I") 8" FROM EACH
ANp REINFORCEMENT) 8' CMU BLOCK END and 6 16" O.C. MAX
XTERIOR WALL FOOTING z" DRYWALL UPLIFT UP TO I175 lb or
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8" FROM EACH END and
BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING P.T.
HT520 w/ (10) 10d NAILS TO TRUSS 4
u
P.T. Ix (4' WIDE MIN.) � 18" O.C.. MAX
SINGLE STORY SCALE: 3/4"=I'-O' FASTENER SCHEDULE FOR ATTACHMENT (4) I"X2 I" TAPGONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300
(ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I I"
BATT INSULATION ADHERED TO CEILING " GYPSUM BOARD OR z" HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM
BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) SIMPSON HT820 EACH SIDE OF TRUSS w/
NOTE: (10) 10d NAILS TO TRUSS 4 (4) I"X2 I' TAPCON5 P.T. (2) 2x8:
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) I° TAPCONS
THROUGH NON-STRUCTURAL MEMBER (Ix or OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS
• •..., ,,,... ;:_•
• MIN EMBEDMENT � 8"OC 1 MaA°) X8" FROM EACH
w/6" TAPGON MIN I I' EMBEDMENT INTO BLOCK
TAPCONS MIN. or
OPENING 22° x 3O" MIN. OOD CASING AT SIDE WINDOW TO BLOCK (+2 %4) 2' COVER (2) DRIVE PINS, 8" FROM EACH ENE) and
ATTIC ACCESS I „ 2' APART e 18' O.C. MAX
3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 �4) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145
SCALE: N.TS. SHALL COMPLY WITH MIN 30" HEADROOM WOOD CASING 4 GYP. tj D 5 MIN. HEAD SIZE .300
PER R801,1 OF THE FBCR 2011, 6ih EDITION BOARD ITYP) SCALE: r=r-m SCALE: N.r . MIN. EMBEDMENT 1 I"
A R C H I T E C T S
Design
roup LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407.774-4078
www.abdesigngroup.com
AA #: 0003325
E
U
a)
O
C
SUBDIV. & LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
MAR
DArPE: 0/21/19
SALE: T/4"=1'-0"
SHEET
D 2
NAILING SCHEDULE
ROOF DIAPHRAGM - ASPHALT SHINGLE
2x LBW (STUD SIZE, SPACING
4 LOCATION PER PLAN)
PRE-ENGINEERED
ROOF TRUSS
PRE-ENGINEERED
ROOF TRU55
-
O.S.B. or y° GDX PLYWOOD - ad RING SHANK GUN NAILS a 4' O.C. 9 SUPPORTED PANEL
EDGES AND ad RING SHANK GUN NAILS a 6" O.C. S INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4" O.G. EDGEWISE.
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END
ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL
COX EXTERIOR PLYWOOD or N32" APA-RATED 0.5.5. (AS PER MANUFACTURER'S
INSTALLATION SPECIFICATIONS) - ad RING SWANK GUN NAILS 6 4" O.C. -a SUPPORTED PANEL
EDGES AND ad RING SHANK GUN NAILS S 6" O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE ad RING SWANK GUN NAILS a 4' O.C. EDGEWISE. TOP CHORD BLOCKING a 411
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, O.C. MAX IN FIRST (2) FRAMING
SPACES e EACH EN
EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS
%b" O.5.B. orY" PLYWOOD or �6" ZIP BOARD SYSTEM - ad RING SWANK GUN NAILS -a 4' O.C. � or RAFTER
PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND ad RING ROOF SHEATWIN
SHANK GUN NAILS a 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
s
a
w
d
ECURE 2x TO CMU w/ (3)Y' x 9"
ANCHOR BOLT w/ 2" WASHER SET
IN 51MP50N OR U5P HIGH
STRENGTH EPDXY (6' MIN.
EMBEDMENT)
NOTE: (1) ANCHOR BOLT
LOCATED 6' FROM TOP AND
BOTTOM 4 (1) NEAR MID -CENTER
I) 05 REBAR VERTICALLY IN
CONC. POURED CELL
(LOCATION PER PLAN)
OUBLE TOP PLATE TO STUD
w/ SIMP50N 5P4 (USP 5PT4)
6 32' O.C. MAX
2x STUDS 6 16' O.G. MAX
UNLE55 NOTED OTHERWISE
2x CONTINUOUS 5TRE55
BLOCKING 6 MID -WALL
-V/LP
�" GYPSUM WALL BOARD
OUBLE TOP PLATE TO STUD
w/ SIMPSON 5P4 (USP 5PT4)
m 32' O.C. MAX
2x STUDS g 16' O.C. MAX
UNLE55 NOTED OTHERWISE
2x CONTINUOUS STRESS
BLOCKING � MID -WALL
z GYPSUM WALL BOARD
ECURE BOTTOM PLATE TO SLAB w/
V x 9" ANCHOR BOLT w/ 2' WASHER
SET IN SIMP50N HIGH STRENGTH
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM
ANY MANUFACTURER, z
NAIL REQUIREMENTS
ONCRETE SLAB
(SEE FOUNDATION PLAN FOR 51ZE
ECURE BOTTOM PLATE TO
SLAB w/ (1)10d OUT NAIL m
32' O.C. MAX
EPDXY (OR EQUIVALENT) 6"
EMBEDMENT MIN. 6 32" O.C. MAX
STUD TO BOTTOM PLATE w/
SIMPSON 5P4 (U5P 5PT4) a 32'
a
SIZE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
ad
ROUND, MODIFIED OR T
2 %a"
.131
110,000
RING
(16-20 RINGS
PER INCH)
AND REINFORCEMENT)
BUILDING LENGTH ONCRETE SLAB ° . . a ONCRETE SLAB
— �—INTERIOR BEARING WALL FOOTING ' (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE
ROOF SHEATHING LAYOUT AND ENDWALL a ° (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT)
BRACING FOR GABLE END FRAMING a AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
' XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE
ad RING SHANK GUN NAILS e 4" C.C. (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT)
TOP 4 BOTTOM EDGES
AND REINFORCEMENT)
INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B. w/ NO UPLIFT SINGLE STORY L. B. W, w/ UPLIFT
SCALE:3/4'=I'-O' 48 SCALE:3/4'=I'-0°
N
J
Z W
Lu
ad RING SHANK GUN
Z NAILS 6' O.C. IN FIELD
z PRE-ENGINEERED PRE-ENGINEERED
ROOF TRU55 ROOF TRUSS
p 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE
v Z SECURE TOP PLATES w/ 16d COMMON NAILS a 4° O.G.
ul
2-ROWS, STAGGERED
La z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
TOP PLATE DOUBLE TOP PLATE TO STUD
Q (0.58. TO BE STRUCTURAL GRADE) w/ SIMP50N 5P4 (U5P 5PT4)
2x WOOD or METAL STUDS a 32' O.C. MAX
z e 24" O.C. MAX
z 2x CONTINUOUS STRESS
o (y-
CSd RING SHANK GUN NAILS 12" (NOT LOAD BEARING) BLOCKING a MID -WALL
2x STUDS m 16' O.C. MAX
z O.C. IN FIELD UNLESS NOTED OTHERWISE
or
ad x 3" SCREW SHANK BALLISTIC NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS
z °' ELECTRO GALVANIZED STRIP * DO NOT SPLICE TOP PLATES WITHIN 6'-0' SECURED w/ SIMPSON OR USP MSTA36
o u ✓ T4G SUBFLOOR (ATTACHMENT
N Q p NAILS -@ 12°" O.G. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 4 o �a° T4Cx SUBFLOOR (ATTACHMENT
z Q SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER 'NAILING SCHEDULE')
tv
UNTHREADED SHANK TO EXTEND
BEYOND T14ICKNE55 OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 RE -ENGINEERED FLOOR TRU55
x SUB -FLOOR SHEATHING WALL5 AND INTERIOR SWEAR WALLS.
-----DOUBLE TOP PLATE
TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T4G SUB -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL
FOR WALL SHEATHING TO ALL EXPOSED MEMBERS 2x STUDS � O.C. MAX
(0.5.8. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=r-m' OUBLE TOP PLATE UNLESS NOTED OTHERWISE
z" GYPSUM WALL BOARD 2 GYPSUM WALL BOARD
2x CONTINUOUS STRESS 2x CONTINUOUS STRESS
RE ENGINEERED GABLE TRUSS BLOCKING 9 MID -WALL BLOCKING Q MID -WALL
NOTE: ECURE BOTTOM PLATE TO SLAB w/
* DIAGONAL BRACE a CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN Y' x 9" ANCHOR BOLT w/ 2" WASHER
HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS 6 16" O.C. MAX SET IN SIMPSON HIGH STRENGTH
* DIAGONAL BRACE TO BE e ANY SPAN 15'-0' OR (4'-0" O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6"
GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. m 32" O.G. MAX
ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) C12d
NAIL5 6 EACH TRU55 (DIAGONAL SLAB w/ (1) 10d CUT NAIL a STUD TO BOTTOM PLATE w/
0'-0" - 30'-0" USE (1) X-BRACE X-BRACING TO COVER 5-TRU55ES 32' O.C. MAX SIMPSON SP4 (U5P 6PT4) ,@ 32"
* 30'-1' - 60'-0' USE (3) X-BRACE .` O.C. MAX
*r (1) X-BRACE a CENTER 4 (2) BRACES °
DIVIDED EQUALLY FROM CENTER TO END ° ONCRETE SLAB a ONCRETE SLAB
' (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE
AND REINFORCEMENT) AND REINFORCEMENT)
5TIFF5ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING
OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 61ZE
(AS PER TRU55 ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT)
PLASTIC OR METAL
WEEP SCREE
TWO STORY L.B.W. w/ NO UPLIFT STORY L.B.W. w/ UPLIFT
SHOWN w/ CMU (FRAME CONDITION 14/
7B SA SCALE: 3/a'=r-m' Sir
SCALE: 3/a'=r-m'
SAME X BRACING REQUIREMENTS) yYA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH
TRU55 w/ (2) 12d NAILS
GABLE X—BRACING INSTALLED 6 MID -POINT OF TRU55 SPAN
1 SCALE: 3/4'4-0' or 10'-0" O.C. MAX
A R C H IT E C T S
Desn
rou LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
1
E
V
C6
Q�
E
SUBDIV. IOAKLAND
(LOT 5MODEL:219(VERSIONPROJECT#R5025.056
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
/NO12079
JAMA
DLA:
3/21/19
S1/4"=1'—O"
SHEET
ID3
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.774-6078
FAX:407.774-4078
www.abdesigngroup.com
AA #: 0003325
r
a
SUBDIV. 8c LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
(STATE OF FLORIDA
DA,'E: 3/21/19
So�ALE: 1/4"=1'-O" 1
HEET
D4
SHINGLES
OR TILE (PER COMMUNITY SPECS) 5HINGLE5 CR_TTLE(PER COMMUNITY
BATT OR BLOWN -IN INSULATION
SPECS)
REFER TO DETAIL I/D2 FOR GABLE
(R-VALUE PER ENERGY CALGS)
OVER #30 FELT PAPER (OR APPROVED OVER 030 FELT PAPER (OR APPROVED
X BRACING REQUIREMENTS
EQUAL) INSTALLED PER SECTION R905 OF
PRE-ENGINEERED ROOF TRUS
THE FBCR, 6TH EDITION (2011) EQUAL) INSTALLED PER SECTION R905 OF
RE -ENGINEERED
THE FBCR, 6TH EDITION (2011)
GABLE ROOF TRU55
TWIST STRAP (PER PLAN
DOUBLE TOP PLATE
OVER ROOF SHEATHING (TYPE AND
ATTACHMENT METHOD PER "NAILING OVER ROOF SHEATHING (TYPE AND
2x
2x4 BLOCKING BETWEEN TRUSSES
BLOCKING
SCHEDULE") ATTACHMENT METHOD PER 'NAILING
AT FIRST BAYS
METAL DRIP EDGE
SCHEDULE'
GYPSUM BOARD OR p HIGH
0' O.G. SHEATHING SEAMS)
I v2°
=
2x6 SUB BAN
STRENGTH CEILING BOARD METAL DRIP EDG
= AIL
VENTED
IMPSON 5P2 (U5P 5PT24) e EVERY 2x6 SUB BAN
TIFFBACK AT ALL UPRIGHTS
ALUMINUM SOFFIT
EXTERIOR BEARING STUD. VENTED ALUMINUM SOFFIT
OVER 4'-10" HIGH
= Z x 2" WOOD SCREWS
FOR CONDITIONS WHERE TRUSS AND
(AS PER TRU55 ENGINEERING)
-ALL SPACER
PER PLAN -)STUD
LINE-UP, USE A 51MP50N HIOA PER
PLAN;
ONT. 2x4 RAT -RUN ATTACHED TO
2x4 STUDS f 16 O.G.
(USP RT16A) DOUBLE TOP PLAT
EACH TRUS5 w/ (2)12d NAILS
WINDOW HEADER
ALL INSULATION
INSTALLED a MID -POINT OF TRU55
(SIZE PER PLAN
(R-VALUE PER ENERGY CALC5) 8" TEXTURED GEMENTITIOUS COATING MIN.
SPAN or 10'-0' O.C. MAX
_ 2x8 BLOCKING
8" TEXTURED CEMENTITIOUS COATING MIN.
--WINDOW
(PER PLAN), ATTACHMENT (PER ASTM C926) OVER PAPERBACK
ATT OR BLOWN -IN INSULATION
a SECURED w/ (3) 12d
NAILS m EACH EN
(PER ASTM 0926) OVER PAPERBACK
PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED
(R-VALUE PER ENERGY CALC5)
m
EXPANDED METAL LATH, OVER APPROVED ��
2-LAYER WATER RE815TANT BARRIER, OVER
2-LAYER WATER RESISTANT BARRIER, OVER
WALL SHEATHING (TYPE AND ATTACHMENT
SECURE 2x4 TO DBL TOP PLATE w/ %a" x 6'
WALL SHEATHING (TYPE AND ATTACHMENT
INDOW SILL METHOD PER "NAILING SCHEDULE"
THRU-BOLTS e 32' O.C. MAX, then SECURE GABLE
_
METHOD PER NAILING SCHEDULE
WALL INSULATION
TO 2x4 w/ 12d NAILS's 8' O.C. MAX
vs^
EXTERIOR BEARING STUDS
or
- —DRYWALL
CONTINUOUS 2x4 w/ (4) 16d NAILS 9 TOP
[SIZE AND SPACING PER NOTE #21, (R VALUE PER ENERGY GALLS
SECURE GABLE TO DBL TOP PLATE w/ SIMP60N
OF FLOOR TRU65 (TOP 2x4 SUPPORTS
UNDER CATEGORY TIMBER ON U1INDOW HEADER
HGA10 a 24" O.C. MAX
WALL MOUNT RAIL BLOCKING
BOTTOM PLATE OF 2nd FLOOR WALL
GENERAL NOTES SHEET GN)] (SIZE PER PLAN
(or EQUIVALENT INSTALLED PER MFR'5 5PEC5)
or
WITHIN
SHEATHING MUST NOT BREAK WITHIN
4' T4G SUBFLOOR (ATTACHMENT
"NAILING
SECURE GABLE TO DBL TOP PLATE a/ 51MP60N
METHOD PER SCHEDULE")
M8TA24 to 32' O.C. MAX
I' 4" MIN. FROM 2nd FLOOR LIN
FRAME WALL SECTION
—GABLE ROOF
(or EQUIVALENT INSTALLED PER MFRS SPECS)
46 RAILING DETAIL
CONTINUOUS 2x6 w/ (6)16d NAILS
3
SCALE: N.TS.
BOTTOM OF FLOOR TRUSS (BOTTOM 2x6
RE -ENGINEERED FLOOR TRU55
15 A NAILER FOR WALL SHEATHING
7B
NOTE:
A2
8' GYPSUM BOARD OR �' HIGH
STRENGTH CEILING BOARD
HANDRAILS WITH A CIRCULAR CROSS
PLASTIC OR METAL WEEP 5GREE
HANDRAIL
STRAP
SECTION SHALL HAVE AN OUTSIDE
(PER PLAN)
DIAMETER OF AT LEAST 1 4 INCHES (32 MM)
FILLED BLOCK w/
AND NOT GREATER THAN 2 INCHES (51 MM).
(1) #5 O
E(I) #5 CONTINUOUS REBAR
RECAST LINTEL
IF THE HANDRAIL 16 NOT CIRCULAR,
IT
WINDOW (PER PLAN),
(SIZE AND REINFORCEMENT
SHALL HAVE A PERIMETER DIMENSION
OF
ATTACHMENT PER MFR.
PER PLAN)
AT LEAST 4 INCHES (102 MM) AND NOT
SPECIFICATIONS
MAX
GREATER THAN 6 4 INCHES (160 MM) WITH
A MAXIMUM CRO65 SECTION OF DIMENSION
MIN.
OF 2 4 INCHES (51 MM), EDGE5 SHALL HAVE
x �x
A MINIMUM RADIUS OF 0.01 INCH (0.25 MM).
ALL INSULATION
PRECAST OR POURED IN
(F2<VALUE PER ENERGY GALCS)
PLACE SILL (PER BLDR)
—Z' GYPSUM WALL BOARD
� " TEXTURED GEMENTITIOUS
U 05 REBAR VERTICALLY IN
FULL WALL
COATING MIN. (PER A5TM
GONG, POURED CELL
0926) OVER CM
(LOCATION PER PLAN) THE CLEAR SPACE
4' P.T. FURRING STRIPS s 16" O.C.
BETWEEN THE
all CMU
HANDRAIL AND THE
WALL SHALL BE I Y'
OOp BASE
42' KNEEWALL
°4
9
a
ONCRETE SLAB
o
(SEE FOUNDATION PLAN FOR 51ZE CONTINUOUS HANDRAIL 9
AND REINFORCEMENT) 34' MIN, TO 36' MAX A.F.F.
°
XTERIOR WALL FOOTING
(SEE FOUNDATION PLAN FOR 51ZE
FRAME ON BLOCK WALL SECTION —
HIP ROOF
AND REINFORCEMENT) STAIR HANDRAIL
I Two STORY
SCALE: 3/4'=I'-0'
4A Two STORY
16d NAILS 6 8' O.C. MAX
8' TEXTURED CEMENTITIOU5 COATING MIN. (PER
2x4 BLOCKING a EACH BRACE. TOENAIL
ASTM G926) OVER PAPERBACK EXPANDED METAL
,,--CONTINUOUS 2x4 w/ (4)16d NAILS a TOP
INTO TRUSS w/ (4) 16d NAILS 6 EACH EN
LATH, OVER APPROVED 2-LAYER WATER RESISTANTOF
FLOOR TRUSS (TOP 2x4 SUPPORTS
'i4" T4G 5U5FLOOR (ATTACHMENT
BARRIER, OVER WALL SHEATHING (TYPE AND
BOTTOM PLATE OF 2nd FLOOR WALL)
ATTACHMENT METHOD PER "NAILING SCHEDULE"
METHOD PER "NAILING SCHEDULE"
ia' T4G SUBFLOOR (ATTACHMENT
EXTERIOR BEARING 5TUD8
METHOD PER 'NAILING SCHEDULE")
ad RING SHANK NAILS a 4" O.C.
y
[51ZE AND SPACING PER NOTE 5z "�4
MAX INTO BLOCKING—
021, UNDER CATEGORY TIMBER
`
ON GENERAL NOTES SHEET GN)] �—pRE
ENGINEERED FLOOR TRU55
PRE-ENGINEERED FLOOR TRUSS --
EMBEDDED STRAP
CONTINUOUS 2x6 w/ (6) 16d NAILS 9
7B (or EQUIVALENT)
BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o
2x4 BRACE 9 40" O.G. w/ (5) 12d NAILS
WA (PER PLAN) WA2
I5 A NAILER FOR WALL SHEATHING)
a EACH END—
" GYPSUM BOARD OR �" HIGH
STRENGTH CEILING BOARD—
Z" TEXTURED CEMENTITIOUS ::'
..'
COATING MIN. (PER ASTM
CONIC. FILLED U-BLOCK w/
C926) OVER CMU .,� .
g" GYPSUM BOARD OR z" HIGH
(1) 05 CONTINUOUS REBAR
STRENGTH CEILING BOARD
NOTE:
STRUCTURAL SHEATHING MUST NOT
ONG. FILLED U-BLOCK w/
BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR
(U #5 CONTINUOUS REBAR
FLOOR TRUSS CONNECTION
FLOOR LINE
2 5CALE:3/4'=I'-0'
PARALLEL TO
BLOCK TO BLOCK
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.774.6078
FAx:407-7744078
www.abdesigngroup.com
AA #: 0003325
SUBD LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#, :
R5025.056/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
1 2M
DAY17JEA3/21/19
SALE: 1/4"=1'—O" 1
SHEET
D5
MSTCM40
(INSTALLED ON TOP OF
WALL SHEATHING
9
1/16' 0.65. SHEATHING OR
1/2' CPX PLYWOOD
2x4 EXTERIOR WALL
STUDS
2x4 BOTTOM PLATE
PLAN VIEW — 2x4 WALL
(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 — OUTSIDE CORNER
M5TCM40
(INSTALLED ON TOP OF
WALL SHEATHING
SCALE: N.TS.
1/16' O.SB. SHEATHING OR
1/2' CDX PLYWOOD
2x4 EXTERIOR WALL
STUDS
2x4 BOTTOM PLATE
PLAN VIEW — 2x4 WALL
(INSTALLED ON TOP OF
WALL SHEATHING
1/16' 0.5B, 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' 0.5.5. SHEATHING OR
I/2' CDX PLYWOOD
CONNECT TOP OF STRAP
TO SOLID STUD W/ (1(o)16d
SINKER NAILS
PRE-ENGINEERED FLOOR
TRU55
M5TCM40
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) J' TAPCONS
NOTE:
MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS 15 I Y'
1/16' 0.5.5. SHEATHING OR
1/2' CDX PLYWOOD
CONNECT TOP OF STRAP
TO 50LID STUD W/ (1(o)16d
SINKER NAILS
PRE-ENGINEERED FLOOR
TRUSS
M5TCM40
CONNECT BOTTOM OF
STRAP TO CMU BLOCK WALL
W/ (12) 4' TAPCONS
NOTE:
MINIMUM END AND
EDGE DISTANCE FOR
TITEN SCREWS 15 I Y'
2X EXTERIOR WALL STUDS
ELEVATION VIEW A
SCALE: N.T.S.
B ELEVATION VIEW
SCALE: N.TA
MASONRY WALL
IDS
A R C H I T E C T S
Design
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
SECTIONS/
DETAILS
oof
ARCHITECT:
STATE OF FLORIDA
1 2/0
DATIE: '3/21/19
SCALE: 1/4"=1'—O" 1
SHEET
NOTE:
STRUCTURAL SHEATHING MUST NOT
BREAK WITHIN I'-4' MIN. FROM 2nd
FLOOR LINE
PRE-ENGINEERED ROOF TRUSS
CONTINUOUS 2x4 w/ (4) 16d NAILS 9 TOP
OF FLOOR TRUSS (TOP 2x4 SUPPORTS
BOTTOM PLATE OF 2nd FLOOR WALL)
6IMP50N MT6I2 or USP MTWI2
TO LEDGER a 24' O.C:
DOUBLE 2x6 LEDGER
SECURED TO TRUSS w/ %' x 5'
LAG SCREWS e 24' O.C. MAX
CONTINUOUS 2x6 w/ (6) 16d NAILS 9
BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o
IS A NAILER FOR WALL SHEATHING)
LEDGER CONNECTION AT FLOOR TRUSS
PERPENDICULAR
NOTE:
STRUCTURAL SHEATHING MUST NOT
BREAK WITHIN I'-4' MIN. FROM 2nd
FLOOR LINE
PRE-ENGINEERED ROOF TRUSS
5IMP50N MT5I2 or USP MTWI2
TO LEDGER 9 24' O.C:
DOUBLE 2x6 LEDGER
SECURED TO TRUSS w/ %' x 5'
LAG SCREWS a 32' O.C. MAX
SCALE: 3/4'=I'-0'
LEDGER CONNECTION AT FLOOR TRUSS
PARALLEL
NOTE:
SHEATHING MUST NOT BREAK AT
JOINT OF WALL AND INTERSECTING
ROOF DECKING.
2X EXTERIOR STUDS
TOP OF WALL
FLOOR TRUSSES
BEARING CONDITION
(PER PLAN)
SCALE: 3/4':1'-O'
1/16' 0.5$. SHEATHING OR 1/2' CDX
PLYWOOD CONTINUOUS TO BLOCK
CONT. 2x4 W/ (4)161) NAILS 9 TOP OF
FLOOR TRUSS
(TOP 2x4 SUPPORTS BOTTOM PLATE
OF 2ND FLOOR)
1/16' O.S.B. SHEATHING OR 1/2' CDX
PLYWOOD OVER PRE-ENGINEERED
ROOF TRUSSES
CONT. 2x6 w/ ((o)16d NAILS 6
BOTTOM OF FLOOR TRUSS
(BOTTOM 2X(o IS FOR WALL
SHEATHING NAILER)
TYPICAL PRECAST LINTEL
EXTERIOR BEARING STUDS
[SIZE AND SPACING PER NOTE 021,
UNDER CATEGORY TIMBER ON
GENERAL NOTES SHEET GN)]
-ENGINEERED FLOOR TRUSS
EMBEDDED STRAP
(PER PLAN)
PRECAST LINTEL
(SIZE AND REINFORCEMENT
PER PLAN)
EXTERIOR BEARING STUDS
[SIZE AND SPACING PER NOTE #21,
UNDER CATEGORY TIMBER ON
GENERAL NOTES SHEET GN)]
-ENGINEERED FLOOR TRUSS
EMBEDDED STRAP
(PER PLAN)
PRECAST LINTEL
(SIZE AND REINFORCEMENT
PER PLAN)
NOT : ROOF
CONDITIONS MAY
VARY
SECURE EACH KING STUD TO TOP PLATE w/
SIMPSON 5P4 or USP 5PT4
(FOR 2x6 WALL USE SIMP50N 6P6 or USP SPT(o)
PRE-ENGINEERED TRUSSES w/ TRUSS
CONNECTOR (VERIFY w/ TRUSS PLAN)
�—DOUBLE TOP PLATE
RIPPLE STUDS 9 IV O.C. MAX
KING STUDS
HEADER (SEE 'MINIMUM WALL AND HEADER STUD
(SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN
FOR DETAILS AND SPECIFICATIONS)
SECURE JACK STUDS TO HEADER
w/ 5IMP50N or USP L6TAI2
(EACH SIDE OF OPENING)
JACK STUDS
C DOOR / WINDOW (SEE 'MINIMUM WALL AND HEADER STUD
REQUIREMENTS' CHART ON FRAMING PLAN
OPENING FOR DETAILS AND SPECIFICATIONS)
XTERIOR BEARING STUDS
[SIZE AND SPACING PER NOTE 021,
UNDER CATEGORY TIMBER ON
GENERAL NOTES SHEET GN)]
JACK STUD ASSEMBLY TO BE
Q SECURED ONE PLY AT A TIME. USE 12d
NAILS, FRM EACH ENE)
NOMORE WITHIN
12''O.CO 7AGGERED 4
SECURE EACH JACK 4 KING STUD
TO BOTTOM PLATE w/ SIMP60N 5P4
or USP 5PT4
SHEATHING TO LAP TO TOP OF
MASONRY WALL.
SHEATHING MUST NOT BREAK I'-4' MIN.
FROM 2ND FLOOR LINE
ROOF
TO
SECOND
FLOOR
WALL
EXTERIOR
WINDOW
DOOR
OPENING
IN
FRAME
WALL
PARALLEL
SCALE:
3/4'=I'-0'
TWO STORY
SCALE:
3/4'=I'-O'
A R C H IT E C T S
Design
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
8
E
'i
C
sUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
SECTIONS/
DETAILS
ARCHITECT:
STATE OF FLORIDA
MRR / �12�19
:
3/21/19
ALE: 1/4"=1'—O" 1
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH 6 9" O.C. MAX (VERT.).
NOTE: DO NOT FA5TEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ %s" LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
1" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH 51DE. PER A5TM C1063 1.10.1.4
NOTE:
I. FASTENERS FOR LATH TO BE NAILS OR
6TAPLE5 IN COMPLIANCE W/ A5TM C1063
2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE
3. BLOCKING 5HOWN MAY BE IN ADDITION TO
WALL 5TUD5 REQUIRED PER PLAN
CUT TWO PIECE5 OF FORM FLASH 1—
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEA5E LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH WISE WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH 1
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
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 A5TM C 1063-12A
STEP 1
INSTALL FASTENERS
(CLIPS, 5TRAP5, STAPLES)
A5 REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
3PIPE PENETRATION DETAIL
scALE: xrs.
s" THICK, 3 COAT CEMENT
PLASTER
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
o1" (VERT.) O.C. MAX AT 5UPPORT5
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD 5HEATHING
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
TYPE "M" CONTROL JOINT
1 SCALE: RM
NOTE: APPLY SEALANT AT 'M" CONTROL
JOINT END TO END CONDITIONS
//7USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH 1 TO THE 5HEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
\ 5HEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
TAKE SECOND PIECE OF FORM
FLASH I AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
STEP 2 5AME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRE55ED DOWN TIGHT TO THE
PIPE AND 5HEATHING.
SECTION
TAPE WRB LAYER 1,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH 1
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO 5HEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ G.V. FIN15H
(5EE 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), AS PER A5TM C1063 13.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL d STICK
WOOD 5TU
5HEATHI
WRB #1 TAPED TI
SHEATHING w/ WI
#2 OVER TOP, Wf
12 TO BE LAPPE_
VERTICALLY 6" MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE 1"
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
SIDING
wi�rw ✓-r-t i �� ,
FORTIFIBER BUILDING
PAPER (OR
APPROVED EQUAL)
PAPER LAP
2 SCALE: N.TS.
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP SIDING (PER BUILDER)
MINIMUM LAP (PER MANUF. SPECS)
WEEP SCREED
STARTER STRIP (PER MANUF. 5PEC5)
MINIMUM CLEARANCE
(PER MANUF- 5PEC5)
5"Xl" CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED 5HINGLE5 TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 SCALE: Ni.S.
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6' 'a VERTICAL LAPS (ROLL ENDS) 8
6" a HORIZONTAL LAPS,
LATH VERTICAL
LAP TO BE 1'
METAL LATH
TAPE WRB LAYER
#1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
8" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO 5HEATHING
LEGEND
DRAINAGE PLANE
(WRB LAYER #1
.. .
,
5TUCCOWRAP OR
APPROVED EQUAL)
STUCCO
WRB LAYER 02
z (FORTIFIBER
BUILDING PAPER OR
76 APPROVED EQUAL)
5HEATHING
METAL LATH X X X X
STUCCO 6--
WOOD SHEATHING T//��/f�
SELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / ASTM C-841-091
MIN. 2.5 L55. PER 50, YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET 5PECIFICATION5)
WRB: WATER RESISTIVE BARRIER
A R C H I T E C T S
Design
Gro up LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www,a bdesigngro up.co m
AA #: 0003326
Ag
�III"IIIII
Liomoomomom&
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SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 56)
MO DEL:
2195
(VERSION#00)
PROJECT#:
R5025, 056/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT'
STATE OF FLORIDA
DA E: `�3/21/19
*—i 'ALE:1/4"=1'—O"
VV AI
A R C H IT E C T S
$" THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAPS KICKOUT
DIVERTER I'MIN.
STEP FLASHING
FELT UNDERLAYMENT
SHINGLE ROOFING
DRIP EDGE: OVERLAP 311
,
EXTEND 1/2" BELOW
SHEATHING, MECHANICALLY
FASTEN 4" O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING
AT BOTTOM OF ROOF 4 WALL
INTERSECTIONS
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, STOP WRB APPROX.
1 %" ABOVE SHINGLES
SELF -ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
W-097IN�M
FASCIA WRAP
5KICKOUT DETAIL
SCALE: N.iS.
AREA TO RECEIVE 1 COAT OF 5HER-CRETE
-LEXIBLE CONCRETE WATERPROOFER or
�CIRATCH COAT PRIOR TO ELEC. METER
N5TALLATION
(PER 3/WAI)
ELEC. METER FIELD VERIFY
LOCATION
ELEC. METER FIELD VERIFY LOCATION
SEALANT ON TOP 4 SIDES ONLY
CAVITY TO BE FILLED WITH RIGID
POLYMERIC 150CYANATE-POLY5LEND
FOAM ("GREAT STUFF" OR SIMILAR)
APPLY SEALANT AT TOP 4
SIDES OF ELEC. METER BOX
AFTER STUCCO INSTALLATION
L--FLA514 OPENING WITH PROTECTO FORM FLASH 1
SELF ADHERING FLASHING PER FLASHING
ELECTRICAL CONDUIT METHOD AS DE5CRI5ED IN DETAIL 3 OF WAI
PENETRATION "PIPE PENETRATION DETAIL"
SCALE: NT.S. APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN
OR METER CAN COMBO OR METER CAN AND D15CONNECT
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP 15 TO BE SET IN CONTINUOUS BED OF
SEALANT.
ONE-PEICE HOODED VENT ATTACHED PER MANUF.
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO ON ALL
51DE5, y" SEALANT e JOINTS ALL AROUND
$" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WRB LAYER 12, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL) BUILDING PAPER
DRYER VENT (FRAME) OVER "QUICK FLASH'
Vti SCALE: NTS. PIPE THROUGH WALL
BUILDING PAPER
UNDER "QUICK FLASH"
WOOD SHEATHING —
WOOD WRB LAYER 01,
:ON5TRUCTION :; 5TUCCOWRAP (OR
WOOD APPROVED EQUAL)
SHEATHING WRB LAYER #2, WOOD
FORTIFIBER CONSTRUCTION
0 �
BUILDING PAPER (OR (5" CMU
APPROVED EQUAL)
8" THICK, 3 COAT CEMENT
WOOD FRAMED PLASTER
WALL %$" TO 116" MID -WALL
WEEP 5CREED
6" SELF -ADHERING FLASHING
HORIZONTAL WEEP SCREE]
(FRAME TO FRAME
.l &
VENT PENETRATION
A SCALE: N.TA
—WRB LAYER 02, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
—METAL LATH
/8" TEXTURED FIN15H 1@ WOOD
—FASTEN TO WOOD STRUCTURAL
MEMBER e 1" O.C. MAX
%$" TO %' MID -WALL
WEEP SCREED
—6" WIDE STRIP SELF
ADHERING FLASHING, CLEAN
MA50NRY BEFORE APPLYING
TEXTURED FIN15H -a MASONRY
HORIZONTAL WEEP SCREE;
(FRAME TO BLOCK
D SGALF: N.T.B.
NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOIN15
CUT ENOUGH PROTECTO FORM
FLASH I PIECES TO COVER BOX 4"
PAST EACH SIDE. STARTING AT THE
BOTTOM OF THE BOX, REMOVE
RELEASE LINER AND APPLY
PROTECTO FORM FLASH 1 IN A
SINGLE FA540N TO COMPLETELY
COVER THE BOX.
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
PROTECTO FORM FLASH I
SELF ADHERING FLASHING
APPLY 60 MIN GRADE "D" FELT
OVER SELF -ADHERING FLASHING
OVER APROVED HOUSEWRAP
WRB LAYER *2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
STEP 1
STEP 4
NOTE: ATTACH PER
MANUF. SPECIFICATIONS
MAKE AN "X" CUT THROUGH
THE PROTECTO FORM FLASH 1
IN THE CENTER OF THE BOX
OR OUTLET OPENING
EXTENDING TO NO CLOSER
THAN I" TO CORNER,
APPLY E-Z BEAD
(OR APPROVED EQUAL)
OVER 60 MIN GRADE
FELT -PROVIDE SEALANT
AT ALL JOINTS AND
INTERSECTIONS
STEP 2
STEP 5
TEXTURED CEMENTITIOU5
COATING
PREMANUF. DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT e ALL SIDES
DRYER VENT (BLOCK)
v D SCALE: KT.S.
PER FBC R-103.1.1
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 A5TM C 1063-12A
LEGEND
DRAINAGE PLANE
(WRB LAYER #I, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO a
WOOD SHEATHING F %7/
5ELF-ADHE5IVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R1031.1 / A5TM
C-84l-09, MIN, 2.5 L155. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH 1 INTO THE OPENING
AND ADHERE TO THE
INTERIOR OF THE BOX.
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYPICAL WALL
SECTION)
METAL LATH
EXTERIOR
ELECTRICAL RECEPTACLE
9 SCALE: N.TS. (FRAME COST)
STEP 3
Design
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
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Lom0a000o�
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SUBDIV. 7LAKE
OAKLAND(LOT 5
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHrrECT'
STATE OF FLORDA
21
DA E:' 3/21/19
SCALE:
V V A2
WOOD SPEATPING
WOOD CONSTRUCTION
%" PAT CHANNEL W/
TYPE "X" DRYWALL
WOOD 5PEATPING
WRB LAYER #I, -
5TUCCOWRAP (OR
APPROVED EQUAL)
a" THICK, 3 COAT -
CEMENT PLASTER
WRB LAYER #1,
5TUCCOWRAP
(OR APPROVED EQUAL)'
AMICO AM66-WFWC-150 -
CU5TOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
PLASTER
AM(oG-WFWC--150 CU5TOM CA51NG
BEAD (OR APPROVED EQUAL)
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
'I \ WRAPPED 6 CORNER OF CANTILEVER
X AMIGO AM66-WFWC-ism CU5TOM
CA51NG BEAD (OR APPROVED EQUAL)
(W/OPT. WEEP5)
CASING BEAD DETAIL @ CANT.
FIN15H LAYER (2 LAYER
PEEL 8 STICK)
C " PEEL 4 5TICK 6 DRIP
EDGE TO DECK
I YY"XI %" P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOU5
WATER PROOFING Ist LAYER (2 LAYER
PEEL 8 STICK) WRAPPED FROM
BALCONY DECK TO CANTILEVER
6 PEEL 8 STICK 6 DRIP EDGE TO DECK
5UB FLOOR
FULL 5HEET5 OF PEEL 4 5TICK
1 12"XI Y4" P.T. OR 5IMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOU5
%" GAP FOR BACKER
ROD 4 SEALANT
a" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CA51NG BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CA51NG BEAD
**COMPONENTS PULLED
—\ APART FOR CLARITY
LEGEND
DRAINAGE PLANE
(WRB LAYER #1, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER 12
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
STUCCO
WOOD 5HEATPING
5ELF-ADPE51VE FLA5PING
X X X X
VINYL (OR APPROVED -
EQUAL) CA51NG BEAD
5/0' TYPE "X" DRYWALL
W/TEXTURED 4 PAINTED FIN15H
$" THICK, 3 COAT CEMENT
PLA5TER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
3" X 3" 26 GA. GALV. METAL DRIP
EDGE 5ET IN FULL BED OF SEALANT, Y"
MIN. SPACE FROM DRIP FACE TO TREX
%" GAP FOR BACKER ROD 8 5EALANT
VINYL (OR APPROVED EQUAL) CA51NG BEAD
WEATHER RE515TIVE BARRIER 01
WEATHER RE515TIVE BARRIER #2
DECK MEMBRANE, EXTEND OVER DRIP EDGE
X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF 5EALANT,2" MIN. 5PACE FROM
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / A5TM
C-541-09, MIN. 2.5 L55. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOE5 NOT
MEET 5PECIFICATION5)
WOOD CON5TRUCTION
WEATHER RE515TIVE
BARRIER #I
WEATHER RE515TIVE
BARRIER #2
$" THICK, 3 COAT CEMENT PLA5TER
METAL LATH
WOOD 5PEATPING
PEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL2
4" P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(5POWN FOR CLARIFICATION OF
SEPARATE ACCE55ORIE5 ONLY)
RIP EDGE INSTALLATION
11 A sca.E: rtrs.
)/4" GAP FOR BACKER
ROD 8 5EALANT
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
WATER PROOFING Ist LAYER
(2 LAYER PEEL 8 5TICK)
PEEL d STICK
5UB FLOOR
DRIP FACE TO TREX MODIFIED 90
VINYL (OR APPROVED EQUAL) CASING BEAD I y"XI Y" P.T. OR SIMULATED WOOD (TREX)
WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOU5
PEEL 8 5TICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT S
DECK TO CANTILEVER OPT. BACKER ROD
III THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD 5PEATHING
WEATHER RESISTIVE BARRIER 01
WEATHER RE515TIVE BARRIER #2
4" P051TIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
5EPARATE ACCESSORIES ONLY)
;BALCONY DRIP EDGE INSTALLATION
Ill Ar_a F. NrA
***COMPONENTS PULLED
APART FOR CLARITY
$" THICK, 3 COAT CEMENT
PLA5TER
VINYL (OR APPROVED EQUAL) CA51NG BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
NOTE: 5ET RAILING LAG BOLT ATTACPNMENT5
IN SEALANT, WHERE APPLICABLE
2x FRAMING MEMBER
8" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED TO
5PEATPING 0 i" O.C. MAX.
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD 514EATPING
METAL LATH
' —WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
SCORNER BEAD @ FRAME
1(rti SCALE: KiS.
CORNER BEAD
(FA5TENER 4 SPACING s i" O.C.)
CMU
THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MASONRY UNIT
CORNER BEAD @ BLOCK
1 Fr11 SCALE: N.iS.
COLUMN 5PEATPING
WEATHER RE515TIVE BARRIER 01
WEATHER RE515TIVE BARRIER #2
6" 5ELF ADHERING 4 FLA5PING
PEEL 4 5TICK
I y2"x3" "L" FLA5PING FULLY
EMBEDDED IN ROOF CEMENT
1 y" X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, 12" MIN. 5PACE FROM
DRIP FACE TO TREX
/-WEATHER RE515TIVE BARRIER #1
TPER RE515TIVE BARRIER #2
-EXTERIOR COLUMN
-COLUMN 5PEATPING
�6" SELF ADHERING 8 FLA5PING
:I Y,2"x3" "L" FLA5PING FULLY
E�15EDDED IN ROOF CEMENT
Y2" X 3" 26 GA. GALV. METAL DRIP EDGE
SET IN FULL BED OF 5EALANT,Y2" MIN.
SPACE FROM DRIP FACE TO TREX ON
ALL 4 SIDES OF COLUMN
-VINYL (OR APPROVED EQUAL) CASING BEAD
-WATER PROOFING 16t LAYER (2 LAYER PEEL 4 STICK)
WRAPPED FROM BALCONY DECK TO CANTILEVER
$" THICK, 3 COAT CEMENT PLASTER
-METAL LATH
-WOOD 5PEATPING
-WEATHER RE515TIVE BARRIER 11
-WEATHER RE515TIVE BARRIER 12
- 4" POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCE55ORIE5 ONLY)
BALCONY DRIP
@ COLUMN W
E INSTALLATION
C FLASHING
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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sUBmv. & LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT:
STATE OF FLORIDA
2120'
DATA;: �3/21/19
SCALE: 1/4"=1'-0"
V V A3
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
8" TRICK, 3 COAT
CEMENT PLASTER
C '5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15EIR BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT
CEMENT PLA5TER
(o' 5ELF-ADHERING
FLA5HING
DRIP CAP
WINDOW FLANGE
CASING BEAD @ WINDOW
(FRAME, NO BAND)
*WALE.. N.rs.
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
k WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
# METAL LATH
(EXPLODED 811 THICK, 3 COAT
VIEW FOR CEMENT PLASTER
CLARITY)
WOOD CON5TRUCTION BEYONI
WOOD 5HEATHIN
WEATHER RE515TIVE BARRIER'
WEATHER RE515TIVE BARRIER'
%(o` X 7 Y4" LAP 51DING W/6' REVEA
6" SELF -ADHERING FLA5HIN
5TARTER 5TRIP PER
MANUFACTURER'S INSTALLATION
IN5TRUCTION5
DO NOT CAULK OR 5EAL OPENIN
GALV'D METAL "Z" FLA5HIN
STUCCO CA51NG BEA
SIDING TO STUCCO
BLOCK TO FRAME TRANSIT
WOOD SHEATHING
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER *2
116' X I Y4" LAP 51DING W/6 REVEAL
6' 5ELF-ADHERING FLA5HING
5TARTER 5TRIP PER MANUFACTURER'S
IN5TALLATION IN5TRUCTION5
DO NOT 5EAL OPENING
GALV'D METAL "Z' FLASHING
E-Z BEAD VINYL
(OR APPROVED EQUAL) CA51NG
(W/%8" FLEXIBLE PVC BACKER ROD)
6' SELF -ADHERING FLASHING
%a' THICK, 3 COAT CEMENT PLASTER
WEATHER RE515TIVE BARRIER #1
WEATHER RE515TIVE BARRIER 12
WOOD SHEATHING
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
$" THICK/ 3 COAT CEMENT
PLA5TER
WOOD SHEATHING
WRB LAYER #11 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
ANGLED CASING BEAD METAL LATH
IEXPLOD
6 5ELF-ADHERING FLASHING VIEW FOR THICK, 3 COAT
DRIP CAP CLARITY) CEMENT PLA5TER
WINDOW FLANGE
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
" THICK, 3 COAT
CEMENT PLASTER
6 "5ELF-ADHERING
FLA5HING
DRIP CAP
CASING BEAD @ WINDOW WINDOW FLANGE
FRAME, W BAND
@,)
ALE: N.rs.
6" 5ELF-ADHERING FLA5HING
WEATHER RE515TIVE BARRIER 01
WEATHER RE515TIVE BARRIER 112
5TARTER STRIP PER
MANUFACTURER'5 IN5TALLAT I ON
INSTRUCTIONS
6" 5ELF-ADHERING FLASHING
GALV'D METAL "Z' FLASHING
DO NOT CAULK OR 5EAL OPENING
GALV'D METAL "Z" FLA5HING
STUCCO CASING BEAD
WOOD CON5TRUCTION BEYOND
6" SELF -ADHERING FLASHING
WEATHER RE515TIVE BARRIER #1 TO LAP
6" MIN. ABOVE TOP OF "Z" FLA5HING
WEATHER RE515TIVE BARRIER #1
15
WEATHER RE515TIVE BARRIER *2
GALV'D METAL IT FLA5HING
DO NOT CAULK OR 5EAL OPENING
WEATHER RE515TIVE BARRIER #1 TO LAP
6' MIN. ABOVE TOP OF "Z' FLASHING
6" SELF -ADHERING FLA5HING
WEATHER RE515TIVE BARRIER 1
E-Z BEAD VINYL (OR APPROVED EQUAL)
CA51NG (W/Y lI FLEXIBLE PVC BACKER
ROD)
WEATHER RE515TIVE BARRIER 02
SIDING TO STUCCO
@ FRAME TO FRAME TRANSITION
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
5TUCCO L l
WOOD 5HEATHING /TT
5ELF-ADHE51VE FLA5HING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-841-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS)
SEALANT
WINDOW FRAME
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
a' GAP TYP
ABING BEAD
TO WINDOW
IX TRIM MEMBER 'a 5TUCCO
TO 51DING TRAN5ITION—�
51pING�
Ya' GAP TYP
OABING BEAD
TO TRIM
:.ter••: .
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
�WRB LAYER #1, 5TUCCOWRAP
I x
WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CA51NG BEAD
6" 5ELF ADHERING
FLASHING OR PEEL 4 STICK
SIDING TO STUCCO
CASING BEAD
14 WALE: Nrb. (GR063-SECTION)
WOOD SHEATHING
METAL LATH
WRB LAYER 111, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
51" THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
$" THICK, 3 COAT
CEMENT PLA5TER
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
j.' (OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
X'' BUILDING PAPER
l (OR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT CEMENT
(EXPLODED PLASTER
VIEW FOR
CLARITY)
CASING BEAD @ RAISED
BAND (FRAME)
15 SCALE: KiS.
METAL LATH \ /5EALANT
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WINDOW FRAME
WRB LAYER 11, 5TUCCOWRAP
(OR APPROVED EQUAL)
X 6' WIDE PEEL 4 STICK
y\, OVER FLANGE
E-Z BEAD VINYL
(OR APPROVED EQUAL) CA51NG 2X FRAM
(W/%8" FLEXIBLE PVC BACKER ROD MEME
INCLUDED)
*APPLY FULL BED OF
SEALANT BETWEEN
FLANGE 4 BUILDING WRAP
ry EZ BEAD WINDOW CASING
17 scALE: N.rB.
$' THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
-�E-Z BEAD VINYL (OR
APPROVED EQUAL) CASING
(W/%s" FLEXIBLE PVC BACKER
X_ ROE) INCLUDED)
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
6" SELF ADHERING FLASHING
WOOD 5HEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H I T E C T S
GDesign
ro u LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www. a bd es I g n g ro u p. co m
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
(LOT 56)
MODEL:
2195
(VERSION#00)
PROJECT#:
R5025.056/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT-
STATE OF FLORIDA
DDIE:
3/21/1ALE:1/4"=1'-0"
V V A 4
CUT HOU5EWRAP AT
4S° ANGLE
MODIFIED 'I' CUT IN
HOU5EWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER SHEATHING OVER WD
STUD WALL
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
1 u SCALE: rLTs. (FRAME)
APPLY 051 H2U (OR
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHING (LANCO
WHITE -SEAL RC-865,
OR EQUAL).
SLOPE SILL
TO EXTERIOR
TEMPORARILY CnI n_i I= t
SECURE HOU;
" ,P UNDE
FOLD
IN AT J,
SLOPE
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
�511ING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
=DGES. (CAP NAIL51
STAPLES)
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
Will 9up�fj
NOTE:
1. IT 15 THE CONTACTORS RE5PON5115ILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOU5EWRAP,
SEALANTS 4 SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
(0" SELF -ADHERING
I OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING I" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3/s" 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—gN VERT. END
DAMS REQ'D. AT
EACH END OF SILL
01L'r 1
' MIN. TEXTURED
;EMENTITIOUS COATING
)VER BLOCK
J5EWRAP DOWN 8
DIAGONAL CUT 4
HEAD OF WINDOW
MIN. TEXTURED
EMENTITIOU5 COATING
,VER BLOCK
STEP 4
%l ■"�RJ
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING STRETCHABLE
FLASHING 8 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW FILL
LEVEL AND SQUARE f
MANUFACTURERS WRIT
INSTRUCT((
APPLY MEMBRANE
FLASHING OVER JOINT
(o' WIDE ADHESIVE
:LEXIBLE FLASHING
:R DRIP CAP JOINT
:TO -WRAP 5T-20XL
VOPROVED EQUAL)
3" MIN. TEXTURED
�EMENTITIOU5 COATING
OVER FRAME
STEP 5
UllJl 0
3" MIN. TEXTURED
�EMENTITIOU5 COATING
OVER FRAME
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME
SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS a") (MIN. THICKNESS 8") (MIN. THICKNESS 8")
REQUIREMENTS. SIDING LOOK SIDING LOOK
ORLANDO/TAMPA ORLANDO/TAMPA
WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA
FLASHING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
MINIMUM STUCCO THICKNESS
19 NOTE: SCALE: N.TA
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
A R C H I T E C T S
Design
ro u pp LLC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
�I�III!I
E
8
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SUBDIV. 8c LOT:
OAKLAND LAKE
(LOT5))
MODEL:
2195
(VERSION#00)
PROJECT#-
R5025.056/00001
PAGE:
WALL
ASSEMBLY
DETAILS
ARCHITECT-
STATE OF FLORIDA
21
3/21/19
SOAT : 1/4"=1'-O" 1
SHE�E��T�
VV A5