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INDEX OF DRAWINGS
SHEET NO. DESCRIPTION
-CS COVER SHEET
02
) GN GENERAL NOTES
1 FOUNDATION PLAN
2
2 DOWEL PLAN
3 LINTEL PLAN
3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S
XXXO O _ O 0 4 FLOOR PLAN
5 ELEVATIONS
6 ROOF FRAMING PLAN
7 ELECTRICAL PLAN
FOR: 8 PRODUCT APPROVAL
D1 FOUNDATION DETAILS
D2-D4 ARCHITECTURAL DETAILS
WA1-W5 WALL ASSEMBLY DETAILS
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a n h o m e s. co m TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND i ICE BARRIER FLOOD AIR MEAN
SNOW Speed'!Topographic DESIGN Frost line DESIGN IUNDERLAYMENT FREEZING ANNUAL
LOAD (mph) effects" CATEGORY' Weathering depth' Termite` TEMP` REQUIRED' HAZARDS j INDEX TEMP
N/A 160-C N/A Negligible N/A Very48 N/A N/A WA N/A
DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE
01-01-1D
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR,), REVISIONS
6TH EDITION(2017) r�
• ALL LOCAL AND STATE CODES S Q , r' 1' , CALC . S DATE DESCRIPTION
• OCCUPANCY - RESIDENTIAL, GROUP R3
•CONSTRUCTION TYPE - VB
•MIN. INTERIOR FINISH - CLASS C 1ST FLR LIVING 1,452 SQ. FT.
• BASIC WIND SPEED - VULT = 160 MPH GARAGE 3e3 SQ. FT.
- VASD = 124 MPH
RISK CATEGORY II TOTAL LIVING 1,845 SQ. FT.
•EXPOSURE CATEGORY - EXPOSURE C
• 1-STORY RESIDENCE - ENTRY le SQ. FT.
• 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES PATIO 18 SQ. FT.
• STATE OF FLORIDA TOTAL 1,882 SQ. FT.
CERTIFIED BUILDING CONTRACTOR: CUBIC VOLUME LIVING 12032 SQ, FT.
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4"
PROFESSIONAL ARCHITECT:
(ELEVATION B) tLQ'—O" 47'-4'
JAMES CANTWELL LANAI
AR NO. 12079 40'-O" 55'-4"
A.B. DESIGN GROUP, INC.
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.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE C:"ONSTRUCTION BASED ON THE DRAWING SET.
A R C H I T E C T S
Design
rob Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdeslgngroup.com
AA #: 0003325
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PAGE:
COVER
SHEET
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
Bl1
f DATE: 7/10/18 l
SCALE: 1/4"=V—O" 1
SHEET
CS or C)
GENERAL NOTES
1.
2.
3.
4.
5.
3
7.
8.
9.
10.
It
12.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EOIiXIN RMIAND IN CONJUNCTION WITH ASCE 7-10.
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS lPSF)
A.l. SLEEPING ROOMS 30
A.2. ATTICS W/ STORAGE 20
A.3. ATTICSW/OUT STORAGE 10
AA. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
A.7. STAIRS 40
A.8. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS IPSF)
B.I. ALL AREAS 10
C. ROOF LIVE LOADS
C.1. *" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD PRFI
D.1. FIBERGLASS SHINGLES 17
D.2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
E.I. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH
El EXPOSURE CATEGORY C
E.3, WIND DIRECTIONALITY FACTOR (KD) 0.85
EA. INTERNAL PRESSURE COEFFICIENT (GC-pI) 0.18
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS 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,DAND H) OF THE FBCR 2017, 6TH'EDR10N.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALI" DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
ARE FOUND
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 C@NSTRUCTION AND/OR FABRICATION OF THE WORK, ALSO SEE-DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER" NOTE ON COVER SHEET (CS).
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 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.P,P. AND MORE THAN 72-ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017),
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOFICEILING 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 ILL 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
7
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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0,48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS i 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 Y" -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 YANCH GYPSUM BOARD OR
EQUIVALENT.
e1TC IAIADI!
1.
2,
3.
4.
5.
6.
7,
8.
9.
10.
11.
12.
13.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE 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 V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. 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 Ys 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 W LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF T-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 ALLAPPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES,
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11,
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED
OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE
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 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
MASONRY
1. MASONRY CONSTRUCTION $HALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE
MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE
THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES,
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
i
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
i. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 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 A EDITION 2017 COMP WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH E ON ( )
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 9"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
C.1. 911 AND SMALLER 3a"
D. BEAMS & COLUMNS;
D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y:"
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
ELECTRICAL
1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION,
2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
4. 75%OF LIGHTING MUST BE ENERGY 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 INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D, TRUSS PLATE INSTITUTE:
DA. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
E.1. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO,
A. Fb=1,100PSI 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" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10, FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/: SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" COX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1 /2 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS.
12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE ORANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTERAB 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 RF.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.
21
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO U240.
THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT.
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M-).
MAXIMUM STUD LOAD CAPACITY (SYP #2)
FRAME WALL HEIGHT @ 8'-8"
WIN DSPEED/ 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 $76, ASTM F 877, OR CSA B137.5 PER R2906.4
" FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED.
" PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017)
CONDENSATION LINES SHALL BE MINIMUM -W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM '%' PVC (SCHEDULE 40), INSULATED WITH 1W AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. ..
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). -
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10, DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2OF THE FBCR,
6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD,
FBCR, 6TH EDITION (2017) SECTION 302.7
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND,
NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO:
ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS
-- "L" FLASHING -- HORIZONTAL. LATH AND PAPER DETAILS
-- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS
- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS
- CASING BEAD DETAILS -- DRIP EDGE DETAILS
- CANTILEVER DRIP EDGE. DETAILS -• CORNER BEAD DETAILS
- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS
- WINDOW FLASHING DETAILS
SHALL BE INSTALLED PER ASTM-C1063 - I lAAND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.102.1 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 AS DESIGN GROUP'S SERVICES FOR THIS PROJECT,
2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 05/18/18
A R C H IT E C T S
2442 N. HUNALU HGAUAN UM).
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA 8: 0003325
E
8
W
E
C
C
SUBDIV LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
XXX00-00
PROJEICT#:
02784.000/00011
PAGE. -
GENERAL
NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
w_1�'
DATE: 7 /10 /18
SCALE: 1/4"=1'-O"
SHEET
NOF
SECURE STRAP
TO CONIC. W/ (2)
3/16'4' TAPCONS
3 1/2' TI
CONC.SLA5
SIMPSON WB ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) 06x1
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
40' -0"
-0"
1 W 12 CPAVERS-�
m DI HB. 11/2'
_lip
■ . . . . ■ ■ ■
■ IF-- ----- -- ---- ---- —7
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WC SHWR KITCHEN SINKS
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2' TUB
3
2'
3' 3' WC
LAV
CLEAN -OUT
Hl
PLUMBING ISOMETRIC (SEWER)
MODEL U52 RYAN HOMES
4
HB.
$0'-0' FIN. ELEv.
FIN. CONC. SLAB
r
S 31/2' CONC, REINFORCED
- U/ 6'x6'-U1.4 x UL4
ON 6-MIL POLY ETHYLENE
VAPOR BARRIER ON
CIIkLL-COMPACTED CLEAN FILL
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cv
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f
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ON CHAIRS MIN.
3' COVER
(2-TYP)
r PAVER
EDGE
S - LINE
DI
Dl
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9A
L DI -6' RECESS SLAB
FOR PAVERS
■ ■■
3 1/2°
3'-4"
, a 4"41_0 4
4'-a"
40' -0"
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0
I
FOUNDATION T N
SCALE: 1/4 = I'-0' ELEVATION 'A'
A R C H I T E C T S
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SUBDIV. & LOT:
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LOT 11
MODEL:
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XXX00- 00
PROJECT.#:
02784.000/00011
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
DATE: 7 /10 /18
SHEET
I OF
A R C H I T E C T S
Desin
CoU Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�IIII'IIIII
L0�00�0000J
SUHDIV. 7LAKE
OAKLANDLOT
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00011
PAGE:
DOWEL PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
7/10/18
SG'ALE: 1/4"=1'-O" 1
SHEET
2 OF
WALL LEGEND
8'-8' 5LK 5RG.
SHEAR LUALL SEGMENT
WOOD FRAME SEARING
LUALL INTERIOR: 2x4 LUALL 0
I(o' O.G., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TA5LE N/S3 FOR MINIMUM
0
REQUIREMENTS
INTERIOR NON -BEARING
FURRING AT MASONRY'
WOOD FRAME WALL: 2x4 ®
® 24' O.C. OVER FOIL
24' O.C. MAXIMUM, UN.O
LOTT' S
CONCRETE
P0. BMX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
IT-4'
8/28-5-11)U/(UL
Pw8?RE"�
L-2
4'-8'
6/22-6-1UU/(0)L
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L-3
5'-10,
846-8-(IU/101
L-4
4'-6
8/24-5-(ICJ/(OJL
L-5
4'-&'
8/24-6-(I)U/(O L
L-fo
7'-6'
8/24-6-(UU/(I)L
L-1
4'-6'
8/24-64111 O L
L-8
4'-6'
S/24-5-(I 90)L
L-13
4'-6'
8/24-6-(I)UKO)L
L-10
4'-6'
8/24-6-(UU/(0)L
44WST-444R47t LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
11'-4'
BF28-I54T
PRESTRESSED
8M2-054T
ncESSED
L-3
5'-10'
SFI6-05AT
L-4
4'-6'
SF24-054T
L-5
4'-6'
OF24-05AT
L-ro
SF24-15/IT
L-1
4'-6'
SF24-054T
L-8
4'-6'
SF24-054T
L-13
4'-6'
SF24-054T
L-10
4'-6'
SF24-054T
LINTEL PLAN
SCALE: 1/4 = I'-0' ELEVATION 'A'
EGCsRES O
�SS L-4
A R C H I T E C T S
Design
roulslnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
1
E
8
E
10
SUHDIV. 8e LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
)cxxo0-00
PROJECT#:
02784.000/00011
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: Y,/10/18
SCaLE: 1/4"=1'-O"
SHEET
3 OF
E
8
E
10
SUHDIV. 8e LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
)cxxo0-00
PROJECT#:
02784.000/00011
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: Y,/10/18
SCaLE: 1/4"=1'-O"
SHEET
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99 '.
>100
B55 653
ELL
5'-9' TO 9-10' (PR$CA9D
010
901
18}H
TIE
4
94<B
E¢
5'-IV TO W-B' (FRECAei)
l9l
9@
)..3R0 6¢4H
4 9 ,11E
91
4
94}9.
l >9
Im893
5 2i
T07'-&' (FRECABT)
KKK
--TS
1 $
( 49m
4 9 lib
-
8993
Ima"b>.
9
7'-7' TO 9'-B' (PREG45i)
<I
5�6
993
J23
450
589
_-
566 153
8"PREC46T W/2'RECE55 DOOR U-LINTELS 545EE LOADS (LBS/FT)
d
I,C`LI, T
OVERALL LINTEL LENG7H
BCE Ir B,eF (01
BFF 4-I'
FIE
Ff11--
532 rt
ERF3p-IT
(TYPE OF LINTEL)
$T-'.; e1i
tor -IT
vugs
6R 2]-.T
RP26 .T
6 45
SPF3m-4T
514m
BRJ6
aRFb
RGN
905 166e
1
305E
51
3'-b' TO 4'-4' (PRECAST)
-
PL,, .
G'A'
l51
444E
l
-
114m
--
IS,
1164
&rl bla
•ei2
3
36m7
'9rt3
4'-5' To 4'-6' (PRECAST)
s,& 126e
2]2
I,-
939
a
36p1
ze5a�
42T
J a.
e9G3
n94
693
1013
J9r
a'_v To 5- D' (PRECAST)
l9T
2 26
2854.
0392
2 6
35
4m6
407
659
655 ml
3 `n
5'-9' TO D'-10' (PRECAST)
I
9296
Bl9
-'
°9
3>29
382
301
616
-- -
=E, 1 33 1bo�.
aB9
--
l a
sl0- N
p--�
m
5'-I'i TO 6'-B'(fRECA6T)
-
5lF IaE¢ C
lb
6t
61
595
168
464
r
.969
6'-9' TO l'-6' (PRECAST)
5':6 LE4
>4
rt5
-
!'66
,>67
2960-
21"
sine
6l4
963
V-Y'09'-B'(P�CASTi
-` al__.
�c
1>: -
3l0
490
214
AST- R4GT49 LINTEL SCHEDULE
4
MAT IA 5
ER L
I. To 8' precast lintel . 4000 psi
f'O. Prestressed Intel 000 Si
2, p 6 p
3. Grout per ASTM G416 f'g 3000 pal w/
Maximum 3/6 Inch aggregate 4 8 to Il Inch
slump
4. Concrete Masonry Units (CMU) per ASTM
Dee w/minimum net Brea compressive
strength - 1900 psi
S. Reber per ASTM 4615 grade 60
6. Prestressing strand per ASTM A416 grade
270 low relaxation
7. Mortar per A57M C210 type M or 5
GENERAL NOTES
L. fe lde full mortar bed and Head Joints.
2. Whore filled lintels as required.
3. Installation Of lintelmust comply with the
archltectural and/Or structural documents.
4. U-Lintels are manufactured With 5 1/2' long
notches at the ends to accommodate vertical
cell reinforcing and grouting.
5. Reference the CAST-CRETE Load Deflection
Graph brochure for lintel deflection information.
6. Bottom field added rebar to be located a the
bottom of the lintel cavity.
1. 7/32' diameter wire stirrups are welded to the
bottom steel for mechanical anchorage,
8. Caet-In-place concrete may be provided in
composite lintel In Ileu Of concrete masonry Units.
9, Safe load rating based on rational design
Bill per ACI 318. and ACI 530
10. The exterior Surface of lintels Installed in
exterior concrete maSOnry walls Shall have a
coating of stucco applied in accordance
with ASTM C-286 Or Other approved coating.
11, Llntele, loaded simultaneously with vertical
(gravity or uplift) and horizontal (lateral)
loads should be chacked for the combined
loading with the following equation:
Applied tI al OaJo A1212lled horizontal load S 1.0
Safe vertical load Safe horizontal load
12. Additional lateral load capacity can be
obtalmed by the designer by providing
additional reinforced concrete masonry above
the Ilntel. See detail at right:
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
REINFORCED CMU FULL
COURSE
RCL R TYP
2) 5 REBAR
GR40 or GR60
AFE LOAD TABLE NOTES
I. All values based on minimum 4 Inch
1. For ccmposite lintel heights not shown, use safe
nominal bearing Exception: Safe loads for unfilled
load .from next lower height shown.
Iintele must be reduced by 20% If bearing length is
8. For lintels lengths not shown, use safe load from
less than 6 1/2 Inches.
next preset length Shown II
N Rated
2. NR. of
9. All safe loads m units of u s line r foot
pv nd pd a
3. Safe loads are Superimposed allowable loads.
10. All safe loads based on elm I e creed p y sup
4. Safe loads based on grade 40 or grade 60 field
span.
rebar.
11, The number in the the parenthaets Indicates the
S. One e1 rebar may be aubst EUted for two'5 Faber$
percent reduction for grade 40 field added
In 8' lintels only
rebar. Example T-6" lintel type BP32-I6 safe
6. mile designer may evaluate concentrated loads
gravity load = 64121. w/ 15% reduotiCtl 6472
From the safe load tables by calculating the
(.85) = 5501 plf
maximum resisting moment and all at d-away from
face of Support.
TYPE 1DE51GNATI0N
F FILLED WITH GROUT / U = UNFILLED
CTII
UAN"5 REBAR OF REBAR Al
+''BOTTOM OF LINTEL CAVITY +r 1
1
OF1& =15/1T
QUANTITY OF'5
REBAR AT TOP .
LNOMINAL HEIGHT
NOMINAL WIDTH
?L
"5 REBAI AT TOP
MIN. IIJJREQ'D
1-1/21, CLEA
II� CM.U.
-GROUT
-5 REBAR AT'BOTTOM
OF LINTEL CAVITY
BOTTOM RE..I II�IIFORCING
7-5/5'AOTUA4 PROVIDED II4 LINTEL
8' NOMINAL WIDTH (VARIES)
SAFE WORKING LATERAL LOADS (PLF)
8' x 8" LINTELS
eAFO LATERAL LOADS
LINTEL
LNTEL
(PLF)
total
Lel
T 9Fe
PAIN
6'ra'
SOLID
1'-10'
Ramat
Be
E=.64
3'-1.
Recast
1"
236
4'-m'
...et. R
844
1614
4'-6'
Ramat
bale
12"
4-0'
Fetal
586
1163
b'-4'
Remet
666
less
FT.Nt
545
1105
b"P
Pl
634
I%4
6'-1.
Rama!
612
11BB
W-W
IlPsEst
57s
11n
Premel
446
Gee
t'-B'
Prelmet
415.
094
S'-m'
PINFOA
39t
844
8.4'
Ramat
354
1$
9'-4'
Ramat
Ili
583
10'.6'
Recent
IV
4S3
II'-4'
Pemet
IRS
620
Read
164
us
I2-W
P.1t
143
504
1V' 4'
Remet
Ilb
AN
W-O'
Recast
93
GET
µ-B'
R6elnee5d
NA
Nl
5'-4'
Rmvaeid
NA
XV
II
PrawmaeC
NA
26
11.4'
Rlababa PI
NA
n6
1@'-0'
Ravepead
NA
59
21'-4-
Prow llso
NA
Is
1T-4•
Prsiv.ued
NA.
1]0
24 .
Reaveaaed
NA
93
NR = Not R«cmmo-dsd
LOTT' S 19
CONCRETE
P.D. sox 771255
WINTER GARDEN, FL 34777
ditrW ..• 'Nm N ..•
w
NI-
b
NOMINAL WIDTH/HEIGHT OF LINTEL
r PLAIN OR SOLID LINTEL
18/16-P-#U/#L1
No. OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY
1.01 LeBm
3'-V
4'-OR
4R_1.
4'-4R
A-V
5R-®.
b'•B'
GOP
71;-
Erman
ProCaet
Fiemlt
Pra<aet
Possm
Reese!
Ramat
Ramat
Reiner
Pl
SAFEATERA LOADS
fPLFI
S. DOOR V DOOR
HEADER HEADER
PLAIN SOLID
1112 2071
see 1671
Gel 1521
1� 13BG
Sea 1165
650 1171
504 %4
4R 181
35B 664
}86 6P5
GENERAL NOTES,
I. CODES
J. P DA BUILDING CODE RESIDENTIAL,&TN TION (2011), SECTIONS t LI EDITION W12 01.
1.3. FLORIDAOBUILDING GORE RESIDENTIAL, ISTHWO EDITION NCRE E (ACI 31 105). t 210T.
IA. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI R BUILDINGS
).
1.4. CONCRETE:
SOCIETY OF CIVIL ENGINEERS MINIMUM [DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ABLE 1-10).
2. CONCRETE:
2.2 CONCRETE CT U/8TA DA STRENGTH AT E DAYS:
2.1.1. PRE -OAST W/9TANDARD R EINFO CEMEN -6 00 P51 -
2.1.3. IFIGROUT PER
A51TY EATS
3000 RCEI'I MAX. 300 AC 1
2,13. GROUT PER ASTM G416 - 3000 PSI W/ MAX. 3/8" AGGREGATE, 8' TO II' SLUMP.
REII'PORGIN'G BARS:
22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
222. STEEL IN LINTEL AND IQJOCKOUT BLOCK (PLACED IN FIELD) ASTM A&S (GRADE 40).
2�. FRE-5TRESBED STRANDS ASTM A416 1-WIRE, 5TRE68 RELIEVED 210 K51
R.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
TABLE No 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LNTEL
LENGTH
CLEAR
SPA)
LNTEL T'PE
LINTEL STEEL
UMILLED
GRAVITY
CAPACITY
(IML GGTU
GRAVITT
CAPACITY
Tint. (InU
U UET
CAPACITY
(InL nnA
UPLIFT
"FAGTY
(115L (lull
BOrtq`I OAR
TOP BAR
GRAVITY
CAPACITY
2'-10'
I'b'
PRECAST
(DR
G)R
4P45
1SIS
100e
8529
ICt6W
316'
1'-1.
PRECAST
(2) `2
(2)It
241E
3a31
3831
485
4N5
4' -V
T-V
CAST
(2)R
M-2
1183
2111
2111
33ee
Isle,
4'-0
3'-2-
PRECAST
(DR
(2)R
1343
216E
216E
2608
260E
4'-V
3'-4'
PRECAST
(DR
(2R
E1
2011
2011
2421
2421
5-•
4
4 0'
PREOA5T
(2) 3
R
Im
ISO
'b5l
I610
%I
5 10
4 b'
CAST
O)9
rL R
86 0
1423
µ23
d
I l0
1609
b 4
5
PRECAST
(2) N
(2 R
110
1232
1116
1406
b 6'
2-
5d'
PRECAST
(24
(2)Z
7W
2N
IN
1340
6 B
5
PRECAST
IN
154
1184
ISO
1W
IOV
l b
V
6'A'
PRECAST
V)4
!24
f2R
C01
5l0
DIO
991
991
019
1001
7 8
6-1.
PRECAST
O)4
(2)Z
551
Gas
el
IN
1041
S
6-5'
PRECAST
(2)4
(2)Z
510
set
GM
7a
904
s-4
1-V
FRCA57
G)4
G)R
4B8
a
BSI
648
SIT
9-{
S•0'
PRECAST
O)•4
G)Z
41&
V6
l26
4"
1I0.
10.6
9-1'
Feel
(2+4
(2)4
354
616
60
3s0
613
II d
10'-0'
PRECAST
G)5
VLs
35
Sol
561
311
Sol
20
0' -V
PREOA5i
(25
(2)IS
Re
525
525
211
6&I
a-6
11-Y
PRECAST
(25
(2)3
711
Ass
488
251
512
IS d
p-0'
PRECAST
(2)e
(25
255
458
4E6
114
442
W4 0
IT-8'
PRECAST
Me,
(2)IS
Da
430
430
I%
SO
µ-B
Bl
PRESTRESSED
ms.
(2)3
NR
Ls
413
250
446
IS-4
I4-0
PRESTRESSED
0)N
(2)R
NR
3l9
Sit
210
AV
11-4
16.0'
PRESTRESSED
(2)4
f]1R
NA.
am
2"
Ise
3Il
Ell
10.0'
FREBIREb6ED
(L'S
(2)IS
NA
224
224
131
284
20-0
B'B'
6 66E0
We
f25
NR
101
ill
a2
23l
21.4'
]0.0'
RE6iRE06ED
f1)5
(2) IS
NA
M
171
ICI
208
19-C'
20 0'
PRE81R9SED
!1)5
O)3
NR
WI
164
100
se
24.0'
12.6
PRESTRESSED
(2) IS
V) IS
NR
al
1"
84
163
z
REINFORCING SCHEDULE R LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
B" X 16" COMPOSITE LINTELS
LINTEL
LENGTH
OLEAR
SPAN
LINTEL T YPE
LINTEL STEEL
GRAVITY
CAPACITY
(OnL IInU
GRAVITY
CAPACITY
flnL OOSU
UPLFT
CAPACITY
(JAL (InU
UPLIFT j
CAPACITY
(InL (VRI
BOTTOM BAR
TOP BAR
c i
I
men
I0000
GRAND
0000
Y-6'
T-]'
PRECAST
(2)Is
(DR
5931
W000
IOl9m
10110
4'-O'
T-B'
PRECAST
(2)Is
(DR
4261
10000
039
0000
4-1.
3'-2'
PRECAST
(2)R
(Z R
Sill
eal
6591
WCEO
4'-1'
V-W
PRECAG
(2)R'
(
2NO
&114
ENE
0000
4'-V
PRECAST
G)IS
4823
6437
4477
TNT
4.6
CAST PRE
9saw
3
5430
6-4'
SAC'
PRECAST
PRE
(2P a
! DR
4 Ile
5
6115
414115
2sw
198}
4 411
PRE
() 4
2 5
3934
3934
18W
41BI
6-B'
5.4'
PRECAST
l]Y4
(LS
3119
3lB
)653
3919
T-v
6.2
PRECAST
(2)+4
rH
2911
29n
1030
306m
1 .8'
6-,.
PRECAST
GY4
(
1196
1196
2931
6'-B'
PRECAST
f2+4
Cl
15BI
2501
EGA
n54
2101
T-0'
PRECAST
(2+4
(H)
13%
13%
W00
25mb
a-0'
LAST
(L+4
(2R
1%9
!969
a3B
10I5
W'-6'
9-Y
PRECAST
WN
(2)
1QI
621
S41
16S
11.4'
10'-0'
RECAST
V) IS
(1
1454
µ55
795
Boul
a'-0'
10'-8'
PRECAST
fL5
(2
We
1335
SET
BIG
12'-6'
11'-2'
PRELABT
(25
nel
1357
sew
12%
W-4'
I2'-0'
PRECAST
(L5
f1)
'lµ4
1146
545
We
W-0'
12-B•
FREOABT
(2)5
(1
101
1066
436
02
la-B•
13.4'
57FMBM
(11N
fi
µ3
We
45l
9l1
B-d'
14.0'
PRE6iREMID
(2+4
f )
a9i
tl91
dl1
8}3
Il-4-
I6'-0'
REb BED
(1)1
V3
GIB
Me
641
19-4'
Ile-0•
PRE6T sill
Me
O5
105
1E8
260
519
Is 0.
Ile B'
FRibiRB
!25
O)
119
9
743
419
21-4'
20'e.
meefD
l25
O5
633
3
13
42
22'-0,
0'-B'
FRbi 6 D
fL5
f1
591
5
200
3
1d'-0
11'd'
FR9TRES9Ep
(D5
(2
q61
/el
161
93m
TABLE N0. 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LNTEL TYPE
LINTEL STEEL
GRAVITY
CAPACITY
(OnL em
GRAVITY
CAPACITY
(IBC (IlriU
UPLIFT
CAPACITY
(U5L flP!D
UPLIFT
CAPACITY
GAL 01 11
00TM-
BAR
TOP
BAR
6
(1
(2)3
GOING
WOOD
3.6'
2-2'
PAECA9T
0)C
(2)R
1646
10000
10000
1001
4 0'
11.11
PRECAST
(0n
(2)R
550M
1
0¢00
CZC
4.6'
3-2'
PRECAST
(2)IV
q1R
W42
1
8541
Wel
4 8'
3.4-
FRCAei
(LPL
(2)1
319a
100�
less
W000
e 4
4'-0'
PRECAST
(0S
(2)'1
&239
10000.
else
WOO
5 10
4'-0'
PRECAST
eVe
(2)R
5016
aim
4661
9144
6.4
5-V
FRECAST
(2)•a
O Z
6152
6152
S%1
114
11-1.
5-2'
PIECABT
G)4
(2)Z
b2m
6250
364E
&5'S
6 B
>-W
PRECAST
e2)4
f2Z
58I6
ass
3441
6 44
lb
6-1'
PRECAST
V)IN
2)
43a
4312
2636
A50e
l B
b'-4'
Pill
! )4
4095
4099
Sees
4182
SO
_6
6'-8'
PRECAST
(L4
(2 R
3130
3150
2118
3888
4-
T-0'
PRECAST
(L 4
3470
3420
W18
3561
Fei
G)4
2134
2134
W0
1830
10'-6'
9'-1'
PRECAST
(L4
f1 Z
2211
2211
Jess
nee
1I
PR-ECA3T
(2)5�jj
IRK
1V`J
031
2009
107
PRECAST
(2)l5
23
Ills
Ills
Vo
e18
IT-v
11'd'
PRECAST
2)5
(2)IS
ISO
1661
a
1101
13'-A'
11'r0'
PRECAST
1115
(2
SOT
1501
13
1414
aHS
PRECAST
fL5
f1
1399
B99
6%
1323
--V
14.8'
19-4°
PRESTRESSED
O)'4
G)Z
IBa3
1024
Sea
15.4'
14 0'
REBiREBBED
(2)4
(2)1
Vd
m
WSB
Il-4
Ib-0'
FREBTRE89ED
l214
f2Z
1331
Se
1991
4n
814
19-4'
Ile 0'
STRESSED
f115
f25
06D
063
3 p
659
900
PRESTRESSED
(IS
file
9t9
99
3a
615
11-a'
20-
10-0'
PRESTRESSED
(2)5
851
852
1l3
540
72'0
204)
6TR6SED
(215
(2)3
191
t41
MT
50l
14 0
22-5'
PRESTRESSED
f1)5
1
659
659
415
TABLE No 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LIMEL
LP47H
CLEAR
BRAN
LINTEL TYPE
LM1EL EL
GR4vITT
CAPACITY
(CnL flnU
GRAVITY
CAPACITY
(InL (Inu
uPLIFi
CAPACITr
(InL NORI
UPLIFT
CAPACITY
(InL OnU
BDTTC4t BAR
T� BAR
1'-W'
L.I.
PRECAST
)
SOVES
w
C000
0ID00
3.6
V."
PRECAST
(LPL
(DR
W61
10�0
4 v
1'-8'
T
(2) Is
(2) R
6135
0m00
10m06m
16'
3'-1'
PRC45T
(2) R
(D R
SOTO
WOOD
WOOD
10000
d-B'
3'-4'
CABT
(2) `2
(DZ
4653
IOOOO
%29
10000
5'-4'
d'-0'
FRECABT
(25
(DR
1656
WtCB
Teel
C"O
V-10'
4.v
PRECAST
(2)5
f2)Z
62311
W020
else,
Me,
6 4'
S O
PRECAST
(2.4
(2) It
sell
W00D
4154
9450
66
5'-1'
CAST
(1)4
(2)Z
651
Cl
we[
M13
11-11
V-4'
PRECAST
(24
(DR
elk
NOT
4131
BQO
1.6'
6'-1•
PRECAST
f2.4
(2Z
&VG
6416
3242
6411
TB'
b'-4'
PRECA91
@Y4
(DR
593E
Sell
SCSI
6W3
B'-0'
b'-8'
-0
PRECAST
(1)'4
G)li
5%7
5%l
2809
EGGS
PRECAST CAST
(2.4
(11Z
4831
4631
2551
5031
PRECAST
(2.4
G) R
3176
3126
1%
Sees
PRECAST
0) 4
(L R
1931
2553
243I
2553
$10
CIS
302E
1604
II'-4'
Wl'
PRECAST
(L5
M9
11'-0'
10'-B'
PRECAST
MIS
O 3
2305
2305
IRS
2291
IT-6'
II'-2'
PRECAST
(25
(21IS
241
2µl
Wag
2099
13'-4'
a'-0'
PRElA6i
G15
(1)3
1916
816
a81
W2
µ' '
12'-e'
PFECAaT
f25
(L9
I'i1B
Ilia
lB1
W35
14'-0'
13.4'
PRE5TR58
•d
Z
134E
1346
653
1183
PRESTREfbED
a)
(2.4
(DR
D%
T36
6%
IIt9
11'-4'
IC'-0'
PRESTRESSED
fL•4
f2R
W50
1650
464
910
Ile'-$.
FREBiRSEED
(29
BW
130
311
l35
20,
1O 0
18 8'
BTRE6ED
a)
f2 is
(L 9
9
947
21'4
10-0'
(1)5
V) IS
062
1e62
01
OLD
10-8' _TiRE6IREBSED
f25
(2)9
9N
565
14-0
2 B'
P MyeR ED
(2)le
(2)3
824
.1
239
413
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
6P,
LINTEL TYRE
LINTEL STEEL
GR4vlFY
CAPACITY
(0nL (IP5u
GRAVITY
CAPACITY
(InL (INEU
uFLIFf
CAPACITY
el)5L(InU
UPLIFT
CAPACITY
NOSL Onu
BOTTOM BAR
EDP BAR
2 10'
1'-b'
C T
11
(2)
10000
65.00
3 b
2' 1'
AST
V)a3
)
0000
0000
moo
Made
4 0'
2'-a'
OAST
O)Z
(DZ
1916
W90Y
1WOO
10m9O
4-6
B'2
T..
(2)1
(DR
10000
d 8
3 4'
PRECAST
M R
(2) R
55WU
10t5W.
WOOD
W000
5 4
4-0'
PRECAST
(23
(LPL
9117
ICOWm
836E
W200
5-W'
4♦
PRCAST
G)3
72)
WI
Iell
Saba
W0e0
6-4
W-0'
FRG. T
(L'4
G)R
Fv
10000
5641
Code
b-6'
a-2
PRECAST
(2)•1
(DZ
W00e
100m0
5318
W000
6'-0'
S-4
PRECAST
al
(2)1
%30
coal
5021
0000
Ii
672'
PRECAST
0)4
O>R
1408
5%l
we
less
T-B
6-4'
PRECAST
(24
all
1054
Gas
%62
B
FORECAST
G)4
OD 12
6419
'es,
3328
6661
H
=
PRECAST
0) I
) Z
5664
&V3
3031
SCSI
9 4
B'-0'
PRECAST
0)4
(LPL
4561
°Sees
2355
.R45
10 6
9-1'
PREABi
f24
(LPL
3526
3844
smT
x.'6B663
i a
10.V
PRECA8i
'G)
MIS
32°.W
32W
1521
Sees,
11.0
10-e
PRECAST
f1)5
2938
2938
$36
21B
12 6'
11.1
PRECAST
fL5
WIG
270
no
an
'2400,
13.4-
11-b
PRECAST
(25
file
24W
24W
W49
1W8
40'
a-e'
PRECAST
(25
(L9
22%
22W
93T
all
FREOTREB6ED
!24
]ell
2811
126
1431
8
(])•4
(7)Is
a616
2023
136-.
74
W l'
FRSTREB9ED
( rd
21
loan
1013
516
513
WTI.
4
0.6,
61R
fL5
Oils
213
Wet
W01
BIB
2
10 O
Ile B'
D
PRE9rRES8ED
f115
O)3
µ%
µ%
38
3B5
169
21 4'
20 v
mom
file
(2) IS
305
SIR
SO
2T-er
10-e'
PRESTRESSED
(DTI
).
1111
3Il
629
14-0
21-B'
PRESTRESSED
(25
219
INµ
W14
266
517
TABLE NO 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (FILE)
8" X 6" LINTELS
LINTEL
IEFYaiH
TYPE
LINTEL STEEL
FLAN
vBOTTOM r
GRAVITY
(O.Stolsu
GRAVITY
(InL(Inu
UPLIF!
(InLoOlw
URIP
(05_(05u
BARTOP
BARLApani
3 6
fELAST
R
B13
565.
"S
24M
24e0
4 V
RECAST
8
5
t1ATEL
RECAST$15
E51
II51
1wie
µas
4 B
CABT
(2)R
8¢6
1081
we]
less
19%5
4'
R CABT
T)5CASs
65§
93l
930IIµ
1114
RE
)
(2 Z6-4'RICASL
511
CO3
See
We
%b
)
(LPL
16
119
115
052
CA66
44S416
416
ll9
13l
Bab
NWT
B'
616T
O
3
458
Se
693
693
6E8
Tel
le,
REGAITT
a)4
)
581
Gas
B IS
525
667
l B
6.4
PRECAST
!24
(1
3"5
%B
"a
499
641
8 0'
6,.
PRECAST
(24
(DR
353
536
5%
457
609
B-4'
1.0'
PRECAST
(2 4
2R
334
501
r417
4fl
516
9 -6'
a-l'
CAST
2 4
(DZ
106
435
435
3W
494
10.6
9-0'
PRECAST
4
VV
145
311
34
339
423
II.4'
Per
PRECAST
)5
C5
]Ile
30
345
Nn
356
a'-0'
10'-a,
LABi
C G
We
282
]82
n3
215
I]'-6'
II'-1'
PRECAST
5
50
243
]43
B1
2M
13 4'
11'-0'
PRECAST
(25
!
BI
51
191.
3e
IBB
I4.0'
a'-8'
PRECAST
(D5
tl6
50
161
W9
Bl
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (FILE)
8" X 6" RECESS DOOR HEADER
INTEL
LENGTH
CLEAR
SPAN
LNTEL T(FE
LINTEL STEEL
IAEILLED
GRAVITY
CAPACITY
GRAVITY
CAPACITY
(InL(e1511
GRAVTY
CCPACRT
flPIK- InU
IPLR
04PACEY
eML(D5u
UPLIFT
CAPACITY
0I 1_(2n
Sol BAR
TOPBAR
3
See
I691
Weir-
1
124
4.0'
1'-b'
FRCLUO
()Z
()R
15i
14B
On
111
1553
4-]'
1'-W'
CAST
(DR
f2Z
INS
No
INN
FIS
ills
AP
V-0'
PRECAST
(LZ
f2R
See
{n
230
5%
5%
-4'
PFaCAST
f21R
(DR
B06
W81
B%
B96
5.8'
4'-4'
PRECAST
(119
5%
GAS
B98
all
all
f2.4
(2
458
693
693
See
11
6'-4'
PRECAST
f2Pq
)
315
5a0
Gas
499
641
S".
T.4'
PRECAST
(24
1
36
400
480
31D
566
0'-1'
8'-4'
RECAST
f24
Vie
4B
4B
1st
412
7, IF, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3.. MASONRY:
TI. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASCNRT ASSOCIATION AND ACI 530-08.
3,2. MINIMUM MASONRY UNIT 5TRENGTH: PM 1500 PSI.
33. MORTAR SHALL BE TYPE 5.
4. STRUCTURAL:
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF S' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING 69PE RESIDENTIAL, 6TH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104,L5
1) #5 CONTINUOUS
36 �8'Xt6' KNOCKOUT BLOCK
TOP BARS
•• �; •� SEE SQIEDULE
(1) j5 CONTINUOUS
32* STIRRUPS AT 4' 0" cc
.,L
ED OR WELDS)
BOTTOM BAR
SEE SCHEDULE (PRECAST)
8/16-S-(1) #5/(1) #5
PRECAST
(1) #5 CONTINUOUS
'16 i-8'X16' KNOCKOUT BLOCK
uw1 TOP BARS:
• .y•• SEE SCHEDULE
(1) #5 CONTINUOUS
.. •,6 4.
7/,32' STIRRUPS AT 4'-0' cc
(hEl OR WELDED)
Am
T�a
8/16-S-(1) #5/(1) #5
PRESTRESSED
3a,
316
Sal
3)?'
8/16-S-(l) #5/(1) #5
TABLE No. 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
81,
X 32" COMPOSITE LINTELS
LMIEL
LEN'ART
LIEAR
SPAN
LINTEL TYPE
LM1aL STEEL
BOTTOM BATE TOP BAR
GRAVITY
CAPACITY
(0nL fI
GRAVITY
CAPACITY
(AL ([Ali
UPLIFT
CAPACITY
(InL Eno
UPLIFT
CAFA071
(I M- (a)'Sl
2"Iff
-6
LAOi
V
(2)R
W00C
W
woo
W0OO
2 2'
Feel
ON
10000
10000
woo
to=
4-l'
-B
2'
rrla BT
f2R
(2)R
92B
WCmO
vol
100ase
4-a'
3-2
PRECAST
O)Z
f2R
b940
10000
11
1Al
{-B
3.-4.
PRECAST
We
(2)Z
6364
me
10000
MO
5-4'
4 0'
PRECAST
(29
(DR
W010
Wlel
%19
bell
PRECAST
VileO)R
eB43
1876
W000
b-4
5.0'
PRECAST
V)'4
(1)R
W0e0
W000
6529
W000
S a'
PRECAST
V)4
(LPL
moo
woo
6155
1
641'
9 d
PRECAST
(2)4
GO, Is
W010
Wm60
5BII
ICmbC
i-6'
6 2'
PRECAST
(2)4
(2)IV
55&
W000
4455
8316
FRECAGIT
O)4
(VI
BITa
W®®m
440
0491
B-0'
b B'
PRECAST
(U%
ON Z
1436
W000
Via
ll]l
B 4"
Y-0'
PIRE& T
(I
f2R
6194
Vital
35W
7060
9.4'
51-0'
PRECAST
12)4
(LPL
5 93
am
M
5501
10 6
9-1'
PRECAST
(1)4
(11R
40%
5043
2094
424E
II 4
W'-0'
PRECAST
We
2) 3
4221
aCI
1169
3553
a V
10'•B'
PRECAST
IV
MIS
3719
311e
154E
31W
12.61
RECAST
a) `5
9
3412
3411
Of
2889
17)5
G)5
29%
299E
ala
]5W
14 0
a" • -
T ..
OA5
Gil) IS
)•
2T9
3]31
1131
3231
WEB
149
280
µB4
I4-0'
13+d%"
D.
G)M
54
Il 4
-0' 4
I&-m'
PRE671E80ED
P STRESSED
O14
MR
1)
(2) 12
ry'3
MIS
294b
11¢0
01
1 SH
INS
1180
JOB
WEB
&a9
531
616
S91
ISes
IDES
044
20 ` .
W-0'
Ile-V
PRESTRESSED
PRESTRESSED
(115
2) 5
f25
f2)5 _
(25
114
20-0'
PRESTRESSED
G13
I
K73
3
691
2a O
14-0
10'-8'
12-B'
Fa9TRE9SED
FREbTIBESSED
O15
(L3
1141
147
31l
2l4
4
544
TABLE No 8
RUNE NG SCHEDULE & LOAD CAPACITIES
MC FE WORKING LOADS (PLF)
X 14" COMPOSITE LINTELS
LINTEL
EW4iH
CLEAR
SPAN
4M14TEL TYPE
6NTEL STEEL
GRAVITY
GRAVITY
CAPACITY
(IML fIFA
UPLIFT
CAPgLItt
(IFiL (115U
UPLIFT
LAPALITY
(InL (1)5J I
EOtHA'I ®AR
TOP BAR.
CAPACITY
(enL (IMU
3 6'
Y-]'
LAST
(2)Z
(LPL
G)Z
(2) IV
2) R
(L Z
(DR
(2 R
(LPL
OLV
(LPL
oil
5014
%51
1141
2519
3344
3038
21
2138
1193
110E
Sell
We
SIT
0t00
0000
0000
lO1l
6231
4 n
W36
3e38
2%1
]730
21W
20a
PSI
025
617
L !i0
IOCAD
1440
5612
5190
3169
25te
1539
2393.
259
M
164S'
µN
SSG
Well
WOOD
Wm-
0128
1116
aB90.
386E
3319
2995
2895
1309
22B
See
55
Gel
I4'
1-8•
PRECAST
(LPL
4 E'
3-2'
PRECAST
f11R
1-8
a IV
!I)Z
5J'
4-' 0
i
G) 9
5 W4
4.6'
PRECAST
e-4
5-2.
CAST
(1)4
M`4
b-b'
S-1'
A9i
(1)•4
.-a
5.4'
T
(1)•a
,
1.6'
o •2'
PRECAST
(2 U
1 A•
I'll -1.
FR.CA6T
G) 4
6-{'
1.0'
PRECAST
RECAST
(2 •a
(2)4
RECAST
(D V -
0'-6'
T-2'
PRECAST
214
(11 Z
(1)9
65
IBB
W4T
90s
1265
II3B
W41
990
801
616
554
541
1324
1181
108E
1015
Inn
21-0'
W-0'
W-a'
PRECAST
PIRCA9i
CPS
evs
a'i'
H,2'
PRECAST
VHS
a'-0'
PRECAST
tl)b
(29
fL3
901
BO
%2
BW
A63
41d
935
%B
Je'-8'
PRECAST
f25
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (FILE)
8" X 14" RECESS DOOR HEADER
L1NTB.
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
GRAv1Tr
CAPACITY
fmnL (U5'J
GRAVITY
CAPACITY
(I)5L (InJ
UPLIFT
CAPACITY
(InL (InJ
IIPLFt
CAPACITY
llnL (2)511
BORM BAR'
TOP BAR
3 v
2'-{'
F
2)R
99B
I C'
-8'FRI
(LPL
(2)Z
3651
Code
1440
om
4 2
1-W'
CAST
(]1R
(2)12
33M
92%
6143
I0000
dJ'
3'-m
PRECAST
(DR
(2)12
3088
GOES
613E
9%6
"_0'
3-d'
PRECAST
(2)R
f2)Z
M19
42M
5150
T1
5 0'
4.4
CAST
(29
O/Z
M14
ISO
31T
W4
6-B
54'
PRECAST
1114
(2)1
2138
2138
2259
2B%
l-9'
6-4'
RECAST
!24
f1)
(LIm
20
2"
110
1645
I241
1It
1795
8.8
1'-4'
PREXC45T
N)k
9-v
W."
FRECAST
O)4
(DZ
516
1436
914
Te5
4
MIS
r
,
� .•. 4
•.'L
An
..
r
rn
4
8/14-S-(1) #5/(1) #5
Sal
3a'
A R C H I T E C T S
Design
G In . ou
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIlIIIIIN
hem
omoouv�
E
8
m
E
0
F
sysDIV. ilea LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
)MOO-00
PROJECT*:
02784.000/00011
PAGE:
LINTEL
LOADS &
DETAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
DATE: 7/10/188
SCALE: 1/4"=1'-0"
SHEET
3. 1 OF 8
SQ.FT.
CALC.'S
IST FLR. LIVING
GARAGE
1,452
3S3
SQ. FT.
SQ. FT,
TOTAL LIVING
ENTRY
PATIO
1,545
IS
18
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
1002
SQ. FT.
CUBIC VOLUME
LIVING 12032
SQ. FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'-8' BRCS.
LOAD 51%. WALL
NON-BRG.WALL
COfrpONENT AND CLADDM WIND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND OUSTS
CALL i
WINJDR SIZE
ZONE100
MPH W1D
FOOTAGE
DESIGNATION
WIDTH
HEKIHT
1
112
Ib -0 0'
192,
84'
5
26.0S/ -44.03
OwGD
2
20
3068 DR
36'
80'
4
301o4/ -301o4
3
Il
38'
(03,
4
3231/ -42 62
EGRESS
4
Il
E 0S
38,
(03,
4
3231/ -42,b2
5
42
5068 SGD
14'
80'
5
28.14/ -51.0S
6
Il
25-SH
38'
63'
4
3231/ -42,62
l
Il
25-SH
38,
63,
4
3231/ -42,62
8
Il
25-SH
38,
63'
5
30b4/ -51,16
EGRESS
9
11
25-SH
38,
63,
5
30b4/ -51,16
EGRESS
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=160 / VA60=124 MPH
B. INTERNAL PRESSURE COEFFIGENT=+ .IS
G. RISK CATEGORY=TYPE II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRE55URE ARE BASED ON
THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE
PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWAB6E
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFAGTURBFRS,
NOTE:
I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS T-0' FROM THE FNISH
FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERTiITE TREATED SPRAY
2xb U
n Ib' O.G.
CABINET S
ECTION
�o 0
3'-7" 14'-2"
ESM
@
m 25-SH 8
13M _ EGRESS
0
r
m
N Lu
0
OWNER'S SUITE
14'-0'xIY-4"
SHOWER HEAD
s 6'V APP.
C
R/T �
ti 3'-0
5'-2"
25-51-1
1/0'-2"
I
CI R/T
I
61 GREAT
—R 4
14'-a'-a' cLG, I
wq
L
5 PATIO
5068 SGD
DINING
10'-0'x9'-0'
0
x�
U
4'-4" 3'-e, 4'-8" 5'-IO" 1 3'-2" 2'-8" 01,
c0 @
PAD OUT WALL
C R/T e
■ _
III° =
W.I.C. I
a'-5' GLG.
�
W/H LLARD
COND. ' O F 36'x22' -1 °O
O I ACCESS I @
■
7'-6" 7'-0"
2—CAR GARAGE
IS'-O'40'-O'
b'-a, CLG.
LECTRICAL
PANEL
PAD -OUT
HB
TRUCK BLOCK
® GARAGE WALL
<t
O16'-0' X 1'-0' OHGD
Eel
l2 ---- NAl
2x8 3 5H
N e i I m I A/C
Ia
it -Fps i- I LL' HOWER HEAD
�� iRiT C TUB ° 6' 8' AFF.
2_$ 0 � = BEDROOM 3
� 0 � H � 10'-0'xil'-0'
a' -a' cLG.
s m
� � N
3'-6" 4'-8" 5'-6" 3'-IO" 7'-4"
FOYER R/T ro 3-0 BF. \\
a s cw rd1u iRAG `—
v
��10 I L---J 2-6
N
w
4)
N
ro
v
r
v
v
N
O M.T. @
2
ENTRI.
8'-a' GLG S
13'-2"
N
BED ROm 0-
3 25-5H
EGRESS
" 2' 4" 8'-0" 8'-0"
-8 16'-0" 8" 2'-4 -
9 4 4'-8"
40'-0"
0
FL0 R' PLAN
SCALE: 1/4 = I'-0' ELEVATION 'A'
A R C H I T E C T S
nvvvvvv�r� a11.v
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUSDIV. ec LOT:
OAKLAND LAKE
LOT 11
MODEL
1452
MOO-00
PROJECT#:
02784, 000/00011
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE: 7 /1 O /18
SCALE: 1 /4"=1' — 0"
SHEET
OF0
SHINGLES
SCORED LINE
(TYP)
ATTIC VENT CALCS
AREA OF ATTIC
1964 SUE
NET FREE VENTILATION AREA REQUIRED (1/300)
6.21 SQ.n
REQUIRED VENTILATION AREA (6.21 x 144)
894.7 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
OF ATTIC (0.5 x 894.7)
447.4 SUN.
OFF RIDGE VENTILATION AREA
115 SQ.]N./vm
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN.IIY
TOTAL # OF VENTS REQUIRED
3.89
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP OF ROOF
447
SON.
REQUIRED LF OF SOFFIT VENTILATION
39
LF
PROVIDED LF OF SOFFIT VENTILATION
187
LF
SHINGLES
V-8" BERG,
------------- _—
TEXTURED CEMENTIOUS
COATING PER IASTM
C926) (TYP)
0'-0" FIN. FLR., v
u�a��ai�ai�o
• •
FRONT -ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'A'
0'-&" 5RGz. H-4 T,�_-
6'-S" HDR. HG,T.
0'-0" FIN, FLR.
8'-S" 5fRGro. HGiT
I ' -V)
6'-S" HDR. HGT,�
0'-0' FIN. FL
1' -0'
BRG. HGiT. 0'-0' BRCS. HGzT.
II-0" 1'-O"�
8" HDR. HCaT. 6'-8" HDR. HGT.
oL
—6' W. SCORED LINE
(TYP)
—TEXTURED CEMENTIOUS
COATING PER (ASTM
C926) (TYP)
j4O'-0" FIN. FLR. 0'-0" FIN. FLRoL _
SHINGLES I'
11YP)� 5
OFF -RIDGE VENT
F-1 J
TEXTURED CEMENTIOUS
COATING PER IASTM
C926) (TYP)
RIB �EIJ ATIN
SCALE: 1/4 = 1'-0' ELEVATION 'A'
SHINGLES I
IT1 P)�
OFF -RIDGE VENT
5
OFF -RIDGE VENT
---------------------------------
OFF-RIDGE VENT
c0
TEXTURED CEMENTIOUS
COATING PER IASTM
_ —_—_-- G926)(TYp) _------
RY R ELEVATION
SCALE: 1/4 = I'-0' ELEVATION 'A'
0'-S" 51RG. HGzT.
TEXTURED CEMENTIOLIS2'-0"
COATING PER IASTM
C926) (TYP)
------------------------- N �0'-O" FIN. FLR,
LEFT ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'A'
HDR. HG7.
0'-0" FIN. FLR.
5RCs. IHGT,
t- 11II
O HDR. HGiT.
_ I _ o0'-(I" FIN. FLR. I
A R C H I T E C T S
4Design
Group—inc.
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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svHDi —LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00011
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
"3&
DA�tE: 7 /1 O /18
' SCALE:1/4"
SHEET
5 OF
A R C H I T E C T S
GON'ROL pAT= 2T-ml-IS
CONNECTOR SCHEDULE
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER _
META-16
1450
HT4 6-IS
1400
0) 106 x 114' I -PLY, (6) 166 2-PLY, (USP: (10) 10d X 1 14" - NO ad OPTION)
(2) META-16
1565
(Z)HTA 16-IB
2800
00) 10d x 1 1/2' I -PLY, (USE: (10) Iod x 1 1/2V
I9o0
(14) Ibd 2-PLY (USE: NO 16tl OPTION) _
HETA-16
alo
PTA 16
ISIS
(9) Iod x 1 1/2' I -PLY, (8) Ibd 2-PLY LISP: (10) 106 x 1 1/2% NO Ibd OPTION _
HE74-20
laic
LTA 20
1615
(9) IOd x 114' I -PLY, (0) 16d 2-PLY USE: (10) 1Oa x 11/2', NO Ibd OPTION
r
z
0
(N
(2) HE74-20
2035
(2) H7A-20
3110
00) 10d x I IR" 1-PLY USP: (10) lad x 1 1/2'
500
02) 16d 2-PLY CUSP: NO 16d OPTION)
LGT-2
215o
LUST-2
1915
(l) - I/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD ll6) IOd
PETAL-20
2480
NO USP CONVERSION FOR SIMPSON DETAL-20
oa) - IOd x 1 1/2, PLY
MGT
3965
MUC-i
4000
(V 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD NSF: (28) 1OdM�D)HGL2
109Bo
HUGT-2
9365
(2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED)(16) 106 TOWOOD (USP: WOOD (+
10530
HUGT-3
936S
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (LGT3-SDS2.5
3265
LUGT-3
5330
(12) SDS 1/4'x2 14' TO GIRDER, (4) 3/a' x 5' TITEN HD TO WALL (USP: CONC, (4) 3/6' X 5' WE
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
155S
(10) 106 x 1-1/2' NaF: (10) 10d x 1 1/2'
VAT
4940
NO USE CONVERSION FOR SIMPSON YGT
(U 5/a' A.T.R IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (I6)-5DS 1/4'X3" TO WOOD
(2) VG-T
1I85
O U5P CONVERSION FOR SIMPSON (2) VGT)
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (321-5D5 I/4'X3' / 2 PLY
MT5-12
loco
TW 12
1595
(14) 10d .1 l4' NSP: (14) ad ¢ I IR% (14) 106)
H15-16
1150
TW 16
1660
06) 106 x 1 1/2' (USP: (16) IOd x 1 14" (16) 106)
HT9-20
1450
20
2045
(24) IOd x 11/2" (U5P: (24) IOC x I V% (20) 1Od)
HT5-24
1450
[H7W
TW 24
2045
(24) lOd x 1 1/2' (USP: (24) 1Od x 11/2", l20) 1Od)
LSTA-12 +
925
STA 12
9TM
(10) Icd USP: (10) 10d
LST4-IB ++
1235
STA IB
1360
(14) IOd USP: (14) 1OdMETA-0
+
1315
6TA-IB
1315
(14) 1Od USP: (14) lad
+
1640
ETA-24
1150
(IS) ad USP: (a) ad
NM874-24
d
MS74-30 +•
2050
MSTA-30
2140
(22) IOd USP: (22) lad
Q
M674-36 +
2050
ME7A-36
2525
(26)10d USE: (26)lod
F--
MSTI-36
3800
KSTI 236
3090
(36) 100 z I I4' USP: (3a) [ad x I I/2' -_
M5TI-46
S065
KTSI 246
4250
(48) ad x 1 1/2' USP: (48) lad x 1 1/2'
H6
S50
LET 6
1555
l8) ad TO PLATES, (5) 8d TO STUDS (USP: (a) 8d x 1 1/2', (16) Bd)
SPA
885
SIFT 4
945
(6) IOd x 1 1/2- TO STUDS USE: (6) 106 x 1 1/2' TO 57UDS
A34
395
MP 34
410
(4) ad x 1 1/2' TO BEAM, (4) ad x I I/2' TO POST. USE: l4) ad x I I!'TO BEAM, (4) Bd x I Id' TO POST.
HCP9
645
HHCP 2
1010
l'3) lad x 1 1/2' USE: (10) 106 x 114' TO TRW56, (10) IOd X 114' TO PLATE
HIOA
34c
RT 16A
2180
(18) 106 x 1 I/V USE: (5) 10a x 1 1/2" TO TRUSQ (8) lod X 114' TO PLATE
VGT (HDU4
a565
PHD 4A
4535
Ob)-SDS 1/4'x3' TO WOOD, (10)-5D5 1/4X2 14' W/ THREADED ROD, (2l NUT5/WASHERQ PLY
USE: 5/B' ATR MIN. 1' EMBED SET N HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT e H010
494c
TDX l0
5110
(l6)-SDI I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY
USE. 118' ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (4/ 1/5" THRU-BOLTS
ABU 44
2200
6065
PAU 44
2535
6115
lD 5/8' A.T.R. IN HIGH 57RENG7H EPDXY, /MIN, 1' EMBED.) IN CONC„ (12) lad TO WOOD USP: SAME AS SIMP50N
N
ABU 66
j 2300
12000
PAU 66
2535
L'Se
() 5/8' AT.R. IN HIGH STRENGTH EPDXY, fMIN. ?' EMBED.) IN CONC., (12A6d TO WOOD USP: SAME AS SIMP60N
LT119 ++
134o
LTS 19
1205
!V 3/4' ALR IN HIGH 5TRENGTH EPDXY, (MIN. 1' EMBEDI IN CONC., (8)10d TO WOOD USE: SAME AS SIMPSON
a
O
LT7205 ...
ISOO
LT5 201B
1105
(U 1/2' ATR. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONC., (Ic)10d TO WOOD
U5P: 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) Ica, (10) 1Od x I Ill', 2-14'
_
U
z
Q
HTT4
4
4 55
HT 45
4465
_
(U 5/0' AT.R IN HIGH STRENGTH EPDXY (MIN. T' EMBED) IN CONO„ (IS) SCmO X 114' NSP: (20) 166 X YIR9
- '
) i d (20) ad x 1-14' (2®) 16d x� 4
USP HAS MORE NAIL OPTIONS: <20 0
H7T5
BOBO
HTT45
5430
(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONCIN CONC, (26) lad X 2 lQ' (USP (20) 16d X 2-1/2')
USP HAS MORE NAIL OPTIONS: (2a) Ica, (28) 100 x -IR', (20) lad x 2 1/2'
HHDOII-5D5 25+
11010
UPHD 11
120W
(U I' AT.R IN HIGH 5TRENGTH EPDXY, (MIN. 10' EMBED) IN CONO- (24) 9D5 A' x 2h' WORD SCREWS NIP: (24) W53 LLbOD SCREWS)
HDIB
6645
TDx 10
5i10
(V 78" A.B. IN HIGH STRENGTH EPDXY, (MiN. 1' EMBED.) IN CONO., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
N
MBHA a56/1125
3415
5330
NFM35X12U
3165
119P
SIMPSON: (U 3/4' AT.R N HIGH STRENGTH EPDXY, (MIN.6l5' EMBEDMENT) IN OMU. TOP, (I13/4'
A1R IN HIGH STRENGTH EPDXY, (MIN. 6]5' EMBEDMENT) IN CMU. FACE, 08)10d TO BEAM
USP: (U 14' J-BOLT W/ MINIMUM 6: EMBED, I NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' PIA MW
RAM6ETREDHEAD DYNA BOLT SLEEVE ANCHOR OR EC. W/ MIN. 5- EMBED DEPTH INSTALLED IN THE FACE.
W
('�
HU5C412 (WOOD)
3635
2660 (FLR)
HU54121F
3060
3¢50 (FLR)
<lo) 166 TO HEADER, (10) Ibd TO WOOD USE: SAME AS SIMPSON
3265 (ROOF)
3226 (ROOF)
zPU-�IO
G410 (CMU
1BIO
5085
HD410 IF
1905
9195
(IB)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1Od TO WOOD: (USP: 0a) 1/4" x 3' W93 SCREWS, (a) 106 TO WOOD.
Q
(CMU)
1B10
5085
HD210-21F
S05
9PI5
W (a) IOd TO WOOD0210-2
05B 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10110d TO WOOD: (UfiP. (8) I/4" x 3' 3 SORE 6.-9
(CM 1
IBIO
4000
HD210-3ff 1906 H'15
NO USE CONVERSION 'OR SIMPSON LGrUM26-2-905
(18) I/4' x H-3/4" TITEN (9 PER FLANGE) TO CMU, 00) lad TO WOOD: (U5P: (8) 1/4' x 3' W93 SCREWS, (10) 10dCREWS, (10) TO OD
UM26-2-SDS
1430
5595
(4) 3+8' x 4' TITEN HO ANCHORS (2 PER RLANGE) TO CMU, (Al 1/4' X 2 I/2' SD5 SCREWS TO WOOD
HIGH STRENGTH EPDXY = SIMIS SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5jB6T17JTiNG FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE
ANCHORING SYSTEMS.
• WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL N CM, WALL MUST BEFILLED SOLID U/ GROUT.
. 106 COMMON NAILS CAN BE SUBSTITUTED WITH IOd x I I4" NAILS IN CONJUNCTION WITH /-- 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCH;TECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION-
cn
.++ MINIMUM EMBEDMENT INTO THE TOP OF 4 BONDBEAM WILL BE 5', MINIMUM EI5EDMENT ITO THE OUNDA'TION WILL BE 1'
W
F-
A.T.R. - A-30- ALL-l-READ ROD (SIZE, PROTECTION TYPE,'-ENGTH, ETC. VARIES)
OBECAUSE
OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY .-FFEC- CONNECTORS. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
IS USED.
WHEN USING 6TAINLE55 STEEL CONNECTORS USE STAINLESS STEEL FA5-ENER5. WHEN USING' '-MAX / HDG GALVANIZED CONNEGORS USE rASTENERS GALVANIZED PER A5TM-A153
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDI V IDJAL BASIS AND MUST H : /E LRITTEN APPROVAL FROM THE GRc4 EC /ERG-NEER OF RECORD PRIOR TO USE.
Al-_ CONNECTOR VALUES 545ED ON 51MP50N 'WOOD CONSTRUCTION CONNECTORS C-201J' . ':` GH W'ND-RE315TANT CONSTFUCTIOI.-4WC9, AND ANCHORING a FASTENING 5Y6TEM5 FOR CONCRETE < MASONRY CATALOG
C-546-2012.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
LOAD® WALL
NON-BRG.WALL
MINIMUM UJALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-O' TO
8'-0.
UN.O.
W-11 1/2'
'I'-11 1/2-
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
g
NUMBER OF FULL LENGTH STUDS
2
AT EACH END of: HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2, TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O. ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'-4" MIN. FROM 2ND. FUR. LINE
r�
I I I I I I I I
I I tiA I I I ��Q I II i I I
a�o'-011 SILO, 41_0I1 CII 6, 0 _0II
BI Ix4 BTM. CHORD BRACING —
l2' O.C. MAX., SECURED W/
(2)10d COMMON NAILS
52 EACH CHORD INTERSECTION
(TYP.)
1 1 ---h
Ell
S > i 71IT
Tr__
11 -
---- F
54Cs V_1�v
FJ4I it u 11 u I -19 1
pal
_.L
R IB FRAMING p" L N
SCALE: 1/4 = 1'-0' ELEVATION 'A'
i
Jl
J3
J5 (2) META-16
AASG
Al
4n/1
45 OLD`
T_ 0
44 O
OQ
43 Ci
O�
LL
A2 _ j z
Z U
Al [f
4
ff
Q
A2
1ig6—m1!i
CI
CI
C2
C-AG
J4
J2
Des
Gr )t Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. abdesigngrou p.com
AA #: 0003325
��o��omo�omJ
SLTBDIV. & LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
XXX00— 00
PROJECT*:
02784.000/00011
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORI,,A
g- 1
DATPE�, 7/10/18
GALE: 1 /4"=1' — 0"
SHEET
6 OF 8
ELECTRICAL I=ND
5YM50L
DEFINITION
NOTE5
110V DUPLEX
RECEPTACLE
IIOV FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
110V SWITCHED
BOTTOM HALF SWITCHED
DUPLEX RECEPTACLE
IIOV GFI DUPLEX
EQUIPPED W/ GROUND FAULT
(TAMPER RESISTANT
CFI
RECEPTACLE
TYPE)
TYPE)
®
220V RECEPTACLE
4 WIRE CaNNECTION
IIOV DUPLEX
EQUIPPED V GROIMD FAULT
WP
uJ/CxFI
RECEPTACLE
MTEPoIPfER (WEATHER PROOF)
SWITCH
3-WAY SWITCH
4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
LIGHT FIXTURE -
RECESSED
LIGHT FIXTURE-
(H)
HANGING
LIGHT FIXTURE -
CEILING MOUNT LED
�(,)(
LIGHT FIXTURE -
FULL CHAIN
LIGHT FIXTURE-
K
KEYLESS
LIGHT FIXTURE -
VAPOR PROOF
�(
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UC
UNDER CABINET
—
LOW VOLTAGE
PANEL
PANEL
METER
SD
SMOKE
BATT. BACK-UP W/ HARDWIFE
DETECTOR
INTERCONNECTED
CARBON MONOXIDE
BATT. BACK-UP W/ HARDWIRE
DETECTOR
INTERCONNECTED
CEILMG BOX REQUIRED TO BE
O
J-BOX
`.�IIPPORTED N ACCORDANCE W/
Box MARKED AS SUCH FOR
INSPECTION
FLOOD LIGHT
DG
DOOR CHIMES
TV
TELEVISION JACK
TELEPHONE
JACK
4
GAS OUTLET
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN: 1452
LOAD INFORMATION
VA
1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
4,356
(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
45,602
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4)
14,241
TOTAL NET GENERAL LOAD
24,241
5-TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5-KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
24,241
NET TOTAL HEAT
10.450
TOTAL LOAD
34,691
CALCULATED LOAD FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
(3) • 1 THHN/THLLN COPPER CONDUCTORS,
(U • 6 THHNRHUN COPPER GROUND IN 2" CONDUIT.
TRANSFORMER BANK, 5MVA
VOLTAGE, 1620AB200-24014SOV NEMA 3R
200 AMP
SERVICE, SINGLE PHASE
120/240
TYPE: UNDEIasI�lA�lp
COMBO VOLT 42
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
DISCONNECT CIRCUITS
AT SECONDARY SIDES (120/240 VOLTS) M
AND METER MLO
MAXMUM FAULT CURRENT, tWW amps
CAN
POWER COMPANY 200
TRANSFORMER AMP.
PHONE / DATA
WEATHER
PROOF Box
SERVICE BY OTHERS
INTERSYSTEM BONDING TERMINAL
AT LOW VOLTAGE CONNECTIONS
GRADE LINE
200 AMP ELECTRICAL R15E:R
PROVIDE E ENCASEDfrHWN FOOTER STEEL AND
NOTE,
COLD WATER PIPE.
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
NOTE, IF PVC 18 USED THERE 18
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
P
BCNp/GROUND TO GOLD WATER PIPE
CODES, AND THE LOCAL POWER CO.
COACH
LIGHT
ELECTRICAL T"IL N
SCALE: 1/4 = P-O' ELEVATION 'A'
GABLE/TV
WEATHER
PROOF Box
PA
JACK
DED.20 AMP
OUTLET FOR
M. WAVE
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
EQ
V
W
0
.0
SUBDIV. 8e LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
MOO-00
PROJECT#:
02784.000/00011
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
3& 1
DATE: 'i110/18
SC �T ,E: 1/4"=1' - O"
SHEET
7 OF
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
�"IIIII"I
L
ommo�v000J
SUBDIV. & LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
BOO-00
PROJECT#:
02784.000/00011
PAGE:
PRODUCT
APPROVAL
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
7/10/18
19CALE: 1/4"=1'-0"
(0 5 REBAR VERTICALLY
l0 5 REBAR VERTICALLY W/ CONC.
- W/ CONC, POURED CELL
(2S' MIN LAP)
POURED CELL (25' MIN LAP)
-
R-{,I INSUL. MIN.
- TEXTURED CEMENTIOUS COATING
z _ a' cm
D_
z W I', PER (ASTM C826) (TYP.)
Na zQ - 8'CMU
N E
L ` Id' GYP. ILL. BD.
9 0 CURB HEIGHT VARIES
0,: WOOD BASE
~
N
W_
z
E
az
E
6-1
VZ' GONC, FEEIOR
Fi. -1 IMES
IAxWIA UAIF OR FIBERMESN ON
`� 3 IR' CONC, REINF. W/ 6'xb'
—-MIL POLY ETHYLENE VAPOR
= WL4xWA IUI.F OR FIBERYIESH
ARRIER ON WELL -COMPACTED
F4-1
ON I IL POLY ETHYLENE
LEAN TERMITE TREATED FILL
VAPOR BARRIR ON
Z W
z K DELL -COMPACTED CLEAN
TERMITE TREATED FILL
m O CESS
4 4 4 (2) 5 MBAR ON CHAIRS
U O'
BAR ON CHAIRS
1-STORY FOOTING
1-STORY FOOTING
�1 W/ BLOC KWALL
T GRAG
•
4
WALL BEYOND
-
_ l—WALL BEYOND
3/4' RECESS FOR
PAVERS r GARAGE DOOR
3111 CONC, REW. V 6'xb'
z WApaA UP OR FIEER'ESH ON
L 6-ML POLY ETHYLENE VAPORBARRIER
�* a
0
gLL0
a a
I
Q r CLEM TWITSMATED
iJ 114 '• • ' I�
3 I/!' C. REII'E, W/ IS -II
HI - WIAXUA ULLF OR RBERMESH ON
—� 6-MIL POLY ETHYLENE VAPOR
, a - 3 IR' CONC, REND. W/ WI
IU MILI
PAVER
BASE BARRIER ON UE
-r POLY ETHYLENE VAPOR
5 REBAR ON
GLEAN TERMITE TREATED FILL
FOOTMG a I -0 TREATED FILL
BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL
4' 4' CHAIRS
BEYOND
z K
L
5 REBAR ON CHAIRS
EXTEND FOOTING,
a' 4' 4' 6' RECESS FOR PAVERS
`^
GARAGE STEP-UP
UNDER PAVERS
U I 0
(2) 1311 ON CHAIRS
NON -BEARING
f 8C%& /2'•'-0'
@)9GARRAGgE DOOR FOOTING
SCALE: W-I'-0'
PAVER RECESS
�1@ ENTRY DOOR
SEE MANUF. PRODUCT DETAILS
FOR RECUIRED SIZE AND DEPTI
z
OF RECESS FOR SI TRACK
F
w VARIES
a FINISH FLOOR
— (0 5 MBAR SET IN SIMPSON HIGH
"
i STRENGTH EPDXY W EMBED. MN.
(2) 5 REBAR I -STORY
w,
L
(3) 5 MBAR 2-STORY
K
a.
>
` <a OUTSIDE REBAR TO BE
�-
n
c
CONTNUOUS
a 8
3 I/!' CONC, REINPP, W/ WI
MAxWA WWF OR FIBERMESH ON6-MIL
- -
a POLY ETHYLENE
a.``.
BARRIER ON LLELL-COMPACTED
CLEAN TERMITE TREATED FILL
2'-I' MIN. LAP
SLAB AT S. G. D.
TYP. RETROFIT FOR
11 SCALE:I'.P.O'
A OMITTED DOWELS
B REBAR LAP AT FOOTING
SCALE: Ill •1'-0
C E: '.I'-0'
TIE VERTICAL REBAR
TO HOIRIZATIONAL
REBAR W/ 10' HOOK
GROUTED BOND BEAM
VARIES PER ELEv.
z
as
1
LL CLEANOUT RIECUIRED
FOR INSPECTION
z
L
0'-0' FIN. FLR
(0 5 VERT. DOWEL
-
LAPPED W/ BOND BEAMVERTIC
li
o AL REBAR
(BAR AT COWERS
0 5 MRN
_ TO HORIZATION%
�.�- REBAR W/ I0' HOOK
4V 25• LAP MIN.
z�
m s
TYP. REBAR LAP
HORIZONTAL/ VERTICAL
r AT LINTEL CORNERS
F REINFORCING
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.a bdesigngro u p.com
AA #: 0003325
�IIIIIR
II
sUBDIV. 7LAKE
OAKLANDLOT
MODEIIIII.
1452
moo-00
PROJECT#:
02784.000/00011
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
3& 10
7/10/18
SCALE: 1/4"=V-0"
SHEET
DI
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
' ❑ DO NOT EXCEED �' ❑ DO NOT EXCEED
8 CMU BLOCK S CMU BLOCK
' DRYWALL J' DRYWALL WINDOW/DOOR JAMB
P.T. Ix4 A �'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 A , IBLO MIN. ACHED
LOCKING FASTENER
(SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER
FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4
POOR CASING ULE
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW
(ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING
cEm
PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX PER MFR'S SPECIFICATIONS) P.T. lx4 or'x4' MIN:
SECURE THRU FRAME INTO BLOCK w/
(1) �&' TAPCON (MIN. EMBEDMENT 1 J')
WINDOW TO BLOCK (+4" or +%4") WINDOW TO BLOCK (+3") 8' FROM EACH END and a IS' O.C. MAX
or
DOOR JAMB TO BLOCK (+4" or +%") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and
iv I8
O.C. MAX
MIN. SHANK SIZE .145
MIN. HEAD SIZE .300
MIN. EMBEDMENT I'
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)TAPCON
11 DO NOT EXCEED' ❑ DO NOT EXCEED' (MIN. EMBEDMENT 1 J') 8' FROM EACH
8' CMU BLOCK ENE) and 9 18' O.C. MAX
DRYWALL
8' CMU BLOCKDRYWALL ' or
(1) DRIVE PIN, 8' FROM EACH END and
(SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER
P.T. 2x P.T. Ix4 or 'x4' MIN. Ix4 or Ix2 P.T. NAILER 6 18' 0,0. MAX
FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING ' 055 (4' WIDE MIN.) MIN, SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 '
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS S' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 1
SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING
OVER *30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6:
INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2) ' TAPCONS
6TH EDITION (2011) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4') 8' FROM EACH
.40 DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or �( ' OSB) END and 6 16' O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK or
METHOD PER 'NAILING SCHEDULE')— scALe: i'°i' 0' (2) DRIVE PINS, 8' FROM EACH END and
RE -ENGINEERED ROOF TRUSS 6 15' O.C. MAX
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
(PER PLAN)— (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 16") MIN. EMBEDMENT 141
SHIM AS NEEDED C4F SCALE: r=r-m'
TO PLUMB JAMB.
METAL DRIP EDGE 'GYPSUM BOARD OR �, HIGH ❑ DO NOT EXCEED ' P.T. 2x8:
2x6 SUB -BAND-- STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) �(,' TAPCONS
VENTED ONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH
ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 6 18' O.C. MAX
ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING
RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB (4' WIDE MIN.) TO PLUMB JAMB. or
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT 6 ❑ DO NOT EXCEED' (2) DRIVE PINS 8' FROM EACH END and
ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 9 IS' O.C. MAX
SPECIFICATIONS (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145
PER MFR'S SPECIFICATIONS' DRYWALL MIN, HEAD SIZE 300
NOTE: P.T. lx4 or I'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I'
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING (4'WIDE MIN.)
ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT
(R-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4:
PRECAST OR POURED IN w/ �' TAPCON MIN. 14' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1)' TAPCON
PLACE SILL (PER BLpR> ' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 8' FROM EACH
TEXTURED CEMENTITIOUS U 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6 1 PER MFR'S SPECIFICATIONS) ENE) and 9 18' O.C. MAX
COATING MIN, (PER ASTM CONC. POURED CELL 15 NOTE: or
(IJ DRIVE PIN, 8' FROM EACH ENE) and
C926) OVER CM a (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX
8' CMU ' P.T. FURRING STRIPS e IV O.C. 4C SCALE: r.r-m' THROUGH NON-STRUCTURAL MEMBER Ox or �6' OSB) MIN. SHANK SIZE .145
w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
OD BASE MIN. EMBEDMENT I'
NOTE: WINDOW TO BLOCK (+3 %6")
SHIM AS NEEDED 7 P.T. l2) 2x6:
° To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6 ) Em
ONCRETE SLAB DO NOT EXCEED' 4G SCALE, r=r-o' SECURE TO BLOCK w/ (2)' TAPCONS
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14') 8' FROM EACH
°y •
AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.C. MAX
XTERIOR WALL FOOTING' DRYWALL or
UPLIFT UP TO 1,175 lb
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x lx4 or lx2 P.T. NAILER (2) pRIVE PINS, 8' FROM EACH ENE) and
�SILE(5�'TORY
K WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING 5IMP50N HT520 w/ (10) I0d NAILS TO TRUSS 4 9 18' O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix l4 WIDE MIN.) (4) J'X2 J' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145
SCALE: 3/4'�I'-0'
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'
BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS :7UPLIFT UP TO 2350 lb BEAM
BOARD (R-VALUE PER ENERGY CALCS) cv�
TRENGTH CEILING BOARD (2) 5IMP60N HT520 EACH SIDE OF TRUSS w/
NOTE: (10) \V
I0d NAILS TO TRUSS 4 (4) J'X2 4' TAPCONS - P.T.(2) 2x8: Em
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2)' TAPCONS
THROUGH NON-STRUCTURAL MEMBER (Ix or Ib' 0.5) (or EQUIVALENT INSTALLED PER MFR'S SPECS)(MIN. EMBEDMENT 1 ') 8' FROM EACH
w/' TAPCON MIN I' EMBEDMENT INTO BLOCK END and -s IS' O.C. MAX
r-
TAPCONS MIN. or
OPENING 22' x 30' MIN.Op CASING AT SIDE WINDOW TO BLOCK (+2 %") 2' COVER (2) DRIVE PINS, 8' FROM EACH ENE) and
2` APART 6 18' O.C. MAX
ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y4 MIN. SHANK SIZE .145
3 SCALE: Nxs. WOOD CASING 4 GYP. 4D ) TRUSS ANCHOR RETRO—FIT ' MIN. HEAD SIZE 300
BOARD (TYP) SCALE: I=I' °' SCALE: N.Ts. MIN. EMBEDMENT 1 J'
A R C H I T E C T S
Desi�n
p
1 ou inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAx:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�erem
omo�
E
8
N
c0
C
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cc
SVBDIV.]LAKE
OAKLANLOTMODEL:
145XXX00
PROJECT#:
02784.000/00011
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
7/10/18
1�lCALE: 1/4"=1'—O" 1
SHEET
D2
A R C H IT E C T S
6
Design
Grou 12.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www,a bdes igngro u p.co m
AA #: 0003325
�'llllll"I
L
pmp000000J
sUHDIV. 8 LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00011
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
7/10/16
SCALE: 1/4"=1'-O" 1
SHEET
D 3
NCR o
(U 6 EA
i' O.G. M
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'=I'-0'
ECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
— c
I
ECURE 2x6 MIN. TO BLOCK w/
(2)y' x 9'
WASHER SE
ANCHOR BOLTS w/ 2'
B
HIG
T IN SIMP60N or USP
H STRENGTH EPDXY
(MIN. 6' EMBEDMENT)
a o
-- SECURE 2x6 MIN, TO BLOCK w/
(3)Y' x 9'
WASHER SE
ANCHOR BOLTS w/ 2'
T IN SIMPSON or USP -
HIGH STREN
GTH EPDXY (MIN. 6'
EMBEDMENT
o �
GARAGE DOOR BUCK ATTACHMEN
T
SCALE: 3/4'=I'-0'
PRE-ENGINEERED TRUSS
' GYPSUM BOARD OR
' HIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS a 24' O.C.
(SIZE PER PLAN)
SECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS a 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
a - a
INTERIOR NON —BEARING WALL
WOOD STUDS
SCALE: 3/4'4-0'
�RE-ENGINEERED TRUSS
GYPSUM BOARD OR
° HIGH STRENGTH CEILING
BOARD
3 % TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
'GYPSUM WALL BOARD
3 V METAL STUDS (25 GAUGE) Q
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE Q 12' O.C.
3 %$' BOTTOM CHANNEL (25
GAUGE) BOTTOM CHANNEL TO
SLAB w/ 10d x I' MIN. MASONRY
NAIL w/ WASHER 6 32' O.C. MAX.
ONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
NOTE:
STUD GAUGE IS HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
INTERIOR NON —BEARING WALL
METAL STUDS SCALE: 3/4'=I'-0'
' TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED
COATING MIN, (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
C926) OVER GMU 1 CMU BLOCK
ATHER STRIP MOLDING AROUND DOOR
IPER MANUFACTURER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)V x S' ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 5IMP50N or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS
r rlw. suDe � VERNEAp GARAGE DOOR (BY OTHERS)
Boor ALVANIZED STEEL VERTICAL TRACK
B SECTION (BY OTHERS - INSTALLED PER
SCALE: N.TS, MANUFACTURER'S SPECIFICATIONS)
A R C H I T E C T S
Design
r
10U Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
STJBDIV. 8c LOT:
OAKLAND LAKE
LOT 11
MODEL:
1452
M00-00
PROJECT#:
02784.000/00011
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
0- A
7/10/16
SCALE: 1/4"=1'-0" 1
SHEET
D 4
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH'@ 9" O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ %" LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES_TO_BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
6 1" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4
NOTE:
1. FASTENERS FOR LATH TO BE NAILS OR
STAPLES IN COMPLIANCE W/ ASTM C1063
2. WIRE TIES TO BE (NO. IS) 0.0415" WIRE
3. BLOCKING SHOWN MAY BE IN ADDITION TO
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH 1
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY—\
TO OSB AROUND PENETRATION
1" OR LESS PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH WISE WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH I
WITH THE CENTER OF THE PIPE, ADHERE
FORM FLASH 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
3A
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF ASTM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH ASTM C 1063-12A
STEP I
INSTALL FASTENERS
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
\,\PIPE PENETRATION DETAIL
J SCALE: M.T.S.
G�' TO i'
AP MIN.
6' TO 6' 6' TO 6'
a" THICK, 3 COAT CEMENT
PLASTER
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
'@1" (VERY) O.C. MAX AT SUPPORTS
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
7-PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO V FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
\,\TYPE "M" CONTROL JOINT
1 BCALE: N.tb.
NOTE: APPLY SEALANT AT I'M" CONTROL
JOINT END TO END CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE
FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE
\ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
STEP 2
SECTION
TAKE SECOND PIECE OF FORM
FLASH I AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WRB LAYER #I,
STUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER 02, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH I
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO OSB AROUND
PENETRATION
ELASTOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C,V. FINISH
(SEE TYP WALL SECTION)
NOTE:
SIDE LAPS OF METAL PLASTER BASES
SHALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). AS PER ASTM C1063 1.0.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL $ STICK
WOOD STU
y
SHEATHI
WRB #1 TAPED T(
SHEATHING w/ Wf
#2 OVER TOP. WF
02 TO BE LAPPE_
VERTICALLY 6" MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE I"
VERTICAL LAP MIN,
HORIZONTAL LATH
& PAPER DETAIL
SIDING
FORTIFIBER BUILDING
PAPER (OR
APPROVED EQUAL)
\'APER LAP
ALE:
WOOD SHEATHING
WATER RESISTIVE BARRIER
LAP SIDING (PER BUILDER)
MINIMUM LAP (PER MANUF. SPECS)
WEEP SCREED
STARTER STRIP (PER MANUF. SPECS)
MINIMUM CLEARANCE
(PER MANUF. SPECS)
5"Xl" CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 SCALE: RTs. -
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS)
6" 6 HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE I°
METAL LATH
TAPE WRB LAYER
01, STUCCOWRAP
(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,
STUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
LEGEND
DRAINAGE PLANE
(WRB LAYER #I,
STUCCOWRAP OR
:x APPROVED EQUAL)
�I
WRB LAYER 12
z (FORTIFIBER
z BUILDING PAPER OR
E APPROVED EQUAL)
r�.
STUCCO
SHEATHING
METAL LATH X X X X
STUCCO _° -]
a�
WOOD SHEATHING \\\\/22=-
SELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / ASTM C-541-091
MIN, 2.5 LBS, PER SQ. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WRB: WATER RESISTIVE BARRIER
A R C H I T E C T S
Grousi n
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.a bd esigngro u p.co m
AA #: 0003325
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PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE: 7 /1 O /18
SALE: 1/4"=1'- 0"
SHE�E��T�
VV HAI
TEXTURED CEMENTITIOUS
WRB LAYER #1, STUCCOWRAP (OR APPROVED -
COATING
X EQUAL)
WOOD SHEATHING
WRB LAYER 12, FORTIFIBER BUILDING
—
s" THICK, 3 COAT PAPER (OR APPROVED EQUAL) ;x VENT CAP 15 TO BE SET IN CONTINUOUS BED OF
CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED SEALANT. PREMANUF. DRYER VENT CAP
EQUAL) TAPED DIRECTLY t0 SHEATHING ONE -PRICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT)
LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS -
STEP FLASHING NAILING FLANGE, STOP WRB APPROX.
APPLY SEALANT AT PERIMETER OF
OVERLAPS KICKOUT 1 %" ABOVE SHINGLES X! NON -MOVABLE FRAME AND STUCCO ON ALL
I Ell
DIVERTER I" MIN. <y =;. X; SEALANT ALL SIDES
SELF -ADHERING FLASHING 51DE5,y SEALANT JOINTS ALL AROUND
a" THICK, 3 COAT CEMENT PLASTER
STEP FLASHING METAL LATH 6B DRYER VENT BLOCK
DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIF15ER BUILDING
SCALE! KT.6.
NO PAPER (OR APPROVED EQUAL) BUILDING PAPER
Sao
6A DRYER VENT FRAME) OVER "QUICK FLASH"
FELT UNDERLAYMENT p SCALE: N.TS,
PIPE THROUGH WALL PER FBC R103.1.1
SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING
DRIP EDGE: OVERLAP 3"
FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
EXTEND 1/2" BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF
SHEATHING, MECHANICALLY
UNDER "QUICK FLASH" A5TM C 926-12A.
FASTEN 4" O.C. MAX. A VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING
ti 3LALE: N.TB.
SHALL COMPLY WITH A5TM C 1063-12A
WOOD SHEATHING WRB LAYER 02, FORTIF15ER LEGEND
WOOD WRB LAYER #1, BUILDING PAPER (OR DRAINAGE PLANE
NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER 01, 5TUCCOWRAP
INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL
AT BOTTOM OF ROOF 8 WALL 5 s :r�T�. SHEATHING WRB LAYER #2, WOOD S/8" TEXTURED FIN15H 6 WOOD WRB LAYER 02
INTERSECTIONS' FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING
8 CMU PAPER
BUILDING PAPER (OR MEMBER a I" O.C. MAX OR APPROVED EQUAL)
APPROVED EQUAL) 5
AREA TO RECEIVE I COAT OF 5HER-CRETE — �„ - 0, /a TO /Si MID -WALL METAL LATH X X X X
FLEXIBLE CONCRETE WATERPROOFER or 1 $THICK,
T\
SCRATCH COAT PRIOR t0 ELEC. METER WOOD FRAMED PLASTER 6" WIDE STRIP SELF STUCCO a
INSTALLATION WALL %s" TO I/8" MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING
WEEP SCREED MA50NRY BEFORE APPLYING SELF-ADHESIVE FLASHING
(PER 3/WAU — 6" SELF -ADHERING FLASHING TEXTURED FIN15H 6 MA5ONRY
HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE:
- FRAME TO FRAME) F METAL LATH: LATH TO BE PER FBG R703.i.1 / A5TM
AME (FRAME TO BLOCK
C. METER FIELD VERIFY y
EC. — ! 1-i SCALE. N.T.S. � D SCALE: N.TS. C-S4 I-0g, MIN, 2.5 LBS. PER 5Q. YARD (UTILITY OR
LOCATION
NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 8 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
ELEC. METER FIELD VERIFY LOCATION
CUT ENOUGH PROTECTO FORM
SEALANT ON TOP 4 SIDES ONLY—/— FLASH 1 PIECES t0 COVER BOX 4" NOTE: ATTACH PER
PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS
BOTTOM OF THE BOX, REMOVE
RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM
CAVITY TOBE FILLED WITH RIGI
D PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH I FLASH I INTO THE OPENING
POLYMERIC 15OCYANATE-POLY5LEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE
FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX, OR OUTLET OPENING INTERIOR OF THE BOX,
EXTENDING TO NO CLOSER
WOOD SHEATHING THAN 1" TO CORNER.
STEP 1 STEP 2 STEP 3
WRB LAYER #I, 5TUCCOWRAP
APPLY SEALANT AT TOP 8 (OR APPROVED EQUAL) EL,45TOMERIC COATING
SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL)
AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E-Z BEAD 0 .0.0.0 • • OVER STUCCO/ C.V. FINISH
FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE "D" FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL
SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION)
ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT0. METAL LATH
PENETRATION "PIPE PENETRATION DETAIL" AT ALL JOINTS AND • . • . • .
.......
8 SCALE, ".T�. APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2 FORTIFIBER INTERSECTIONS EXTERIOR
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE
OR METER CAN COMBO OR METER CAN AND D 15CONNECt APPROVED EQUAL) STEP 4 STEP 5 KTST) STEP 6
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
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PROJECT#:
02784.000/00011
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
P\-1®
DATE: '�/10/18
SCALE: 1 /4"=1' - O"
VV A2
WOOD SHEATHING
WOOD CONSTRUCTION
%" HAT CHANNEL W/ V
TYPE "X" DRYWALL
WOOD SHEATHING
WRB LAYER #I,
STUCCOWRAP (OR
APPROVED EQUAL)
$" THICK, 3 COAT —
CEMENT PLASTER
WRB LAYER #I,
STUCCOWRAP
(OR APPROVED EQUAL)
AMIGO AM66-UPWC-100
CUSTOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER 11, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIP15ER BUILDING
PAPER (OR APPROVED EQUAL)
8" THICK, 3 COAT CEMENT
PLASTER
AM66-WFWC-780 CUSTOM CASING
BEAD (OR APPROVED EQUAL)
WRB LAYER #1, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
X'll \I� WRAPPED pHEREING FLASHING CORNER OF CANTILEVER
AMICO AM66-WFWC-150 CUSTOM
CASING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL @ CANT.
FINISH LAYER (2 LAYER
PEEL 8 STICK)
6' PEEL 4 STICK ,a DRIP
EDGE TO DECK
I y"Xl %" P.T. OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
WATER PROOFING Ist LAYER (2 LAYER
PEEL 4 STICK) WRAPPED FROM
BALCONY DECK TO CANTILEVER
6' PEEL 4 STICK Q DRIP EDGE TO DECK
SUB FLOOR
FULL SHEETS OF PEEL 4 STICK
I Y2"X1 Y4" P.T.OR SIMULATED WOOD (TREX)
FILLER (OR APPROVED EQUAL), CONTINUOUS
Y4" GAP FOR BACKER
ROD 4 SEALANT
$" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
r=+COMPONENTS PULLED
—� 1 APART FOR CLARITY
LEGEND
DRAINAGE PLANE
(WRB LAYER 11, STUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO f . -
WOOD SHEATHING
SELF-ADHESIVE FLASHING
VINYL (OR APPROVED.
EQUAL) CASING BEAD
5/8' TYPE "X' DRYWALL
W/TEXTURED 4 PAINTED FINISH
$" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
3" X 3' 26 GA. GALV. METAL DRIP
EDGE SET IN FULL BED OF SEALANT, Y"
MIN. SPACE FROM DRIP FACE TO TREX
Y" GAP FOR BACKER ROD 8 SEALANT
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.7.1 / ASTM
C-541-09, MIN. 25 LBS. PER
SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS)
WOOD CONSTRUCTION
WEATHER RESISTIVE
BARRIER #1
WEATHER RESISTIVE
BARRIER #2
8" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4" P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
A DRIP EDGE INSTALLATION
1 1 Li SCALE: NT.S.
y" GAP FOR BACKEf;�
ROD 4 SEALANT
VINYL (OR APPROVED EQUAL)
CASING BEAD
WATER PROOFING lst LAYER
(2 LAYER PEEL 4 STICK)
PEEL 4 STICK
DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR
"�3" X 3" 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT,y" MIN. SPACE FROM
DRIP FACE TO TREX MODIFIED 90-
VINYL (OR APPROVED EQUAL) CASING BEAD 1 Y2'XI Y' P.T. OR SIMULATED WOOD (TREX)
WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS
PEEL 8 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT 4
DECK TO CANTILEVER OPT. BACKER ROD
$" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE BARRIER 11
VINYL (OR APPROVED EQUAL) CASING BEAD
WEATHER RESISTIVE BARRIER 11
WEATHER RESISTIVE BARRIER 02
I
***COMPONENTS PULLED
APART FOR CLARITY
WEATHER RESISTIVE BARRIER 02 3" THICK 3 COAT CEMENT
4" POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
a PLASTER
VINYL (OR APPROVED EQUAL) CASING BEAD
VINYL (OR APPROVED EQUAL) BEAD
VINYL (OR APPROVED EQUAL) CASING BEAD
NOTE: SET RAILING LAG BOLT ATTACHNMENTS
IN SEALANT, WHERE APPLICABLE
2x FRAMING MEMBER
$" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FASTENED TO
SHEATHING a I' O.C. MAX.
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
@4L,�NER BEAD @FRAME
NTs.
CORNER BEAD
(FASTENER 4 SPACING ia 7" O.C.)
CMU
%" THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MASONRY UNIT
SCORNER BEAD @ BLOCK
1(rD 5CALE: NTS.
COLUMN SHEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER 12
6' SELF ADHERING & FLASHING
PEEL 4 STICK
1 y2"x3" "L' FLASHING FULLY
EMBEDDED IN ROOF CEMENT
I y' X 3' 26 GA. GALV. METAL DRIP EDGE SET
IN FULL BED OF SEALANT, Y2" MIN. SPACE FROM
DRIP FACE TO TREX
WEATHER RESISTIVE BARRIER #i
WEATHER RESISTIVE BARRIER #2
EXTERIOR COLUMN
COLUMN SHEATHING
6' SELF ADHERING 4 FLASHING
/ 1 YI2°x3' 'L" FLASHING FULLY
EMBEDDED IN ROOF CEMENT
Y" X 3" 26 GA. GALV. METAL DRIP EDGE
T SET IN FULL BED OF SEALANT, F MIN.
SPACE FROM DRIP FACE TO TREX ON
ALL 4 SIDES OF COLUMN
VINYL (OR APPROVED EQUAL) CASING BEAD
WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK)
WRAPPED FROM BALCONY DECK TO CANTILEVER
8' THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
WEATHER RESISTIVE BARRIER #1
WEATHER RESISTIVE BARRIER 02
4" POSITIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
BALCONY DRIP EDGE INSTALLATION
@ COLUMN W/ 'T' FLASHING
A R C H I T E C T S
Design
p
1 QU Mc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.a bdesigngro u p.co m
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
LOT it
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00011
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE: 7 /10 /18
SCALE: 1 /4"=1' — 0"
V V A3
WOOD SHEATHING WOOD SHEATHING
WRB LAYER #1, STUCCOWRAP WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL) (OR APPROVED EQUAL) 7"
FORTIF15ER s CHICK, 3 COAT CEMENT
WRB LAYER 12, FORTIFIBER WRB LAYER #1, STUCCOWRAP WRB LAYER 12, WOOD SHEATHING PLASTER
BUILDING PAPER y: GAP TTP
BUILDING PAPER (OR (OR APPROVED EQUAL) 1X TRIM MEMBER STUCCO `AgeEA° METAL LATH
O TRIM
APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #1 STUCCOWRAP TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER
METAL LATH ' WRB LAYER #2, FORTIFIBER METAL LATH x (OR APPROVED EQUAL) SIDING BUILDING PAPER
$" THICK, 3 COAT BUILDING PAPER (OR $" THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER (OR APPROVED EQUAL)
CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER WOOD SHEATHING
6"SELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL)
FLASHING �° CHICK, 3 COAT
ANGLED CASING BEAD METAL LATH \�
(EXPLODED $ (EXPLODED 711 .
DRIP CAP VIEW FOR CEMENT PLASTER 6 SELF -ADHERING FLASHING viEw �oR $ THICK, 3 COAT - " ::
CLARITY) DRIP CAP cLAR�TY) CEMENT PLASTER
WINDOW FLANGE WINDOW FLANGE
WRB LAYER 111, STUCCOWRAP # WRB LAYER #1, STUCCOWRAP
WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL)
(OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED # CASING BEAD WRB LAYER 1, STUCCOWRAP
WRB LAYER #2, FORTIFIBER BUILDING (OR APPROVED EQUAL) CASING BEAD
PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING 6" SELF ADHERING
METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK
8" THICK, 3 COAT METAL LATH SIDING TO STUCCO
CEMENT PLASTER $" THICK, 3 coAt� CASING BEAD
6" SELF -ADHERING L__— CEMENT PLASTER 1� SCALE:NTs. rcrzoss-sECTioN�
FLASHING 6"5ELF-ADHERING
DRIP CAP FLASHING WOOD SHEATHING
WINDOW FLANGE DRIP CAP
CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH
FRAME, NO BAND 13B SCALE: FRAME, W BAND WRB LAYER #1 STUCCOWRAP
13A SC4IE:NTB. (OR APPROVED EQUAL) WOOD SHEATHING
LEGEND WRB LAYER 02, FORTIF15ER BUILDING WRB LAYER #1, STUCCOWRAP
WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL)
WOOD SHEATHING DRAINAGE PLANE #; WRB LAYER 02, FORTIF15ER
(WRB LAYER #1, STUCCOWRAP $° THICK, 3 COAT '� BUILDING PAPER
WEATHER RESISTIVE BARRIER 11 OR APPROVED EQUAL) CEMENT PLASTER
WEATHER RESISTIVE BARRIER #2 6" SELF -ADHERING FLASHING (OR APPROVED EQUAL)
%6 X IY LAP 5101NG W/6 REVEAL WRB LAYER #2 VINYL (OR APPROVED EQUAL) I METAL LATH
WEATHER RESISTIVE BARRIER #1 (FORTIFIBER BUILDING PAPER ANGLED CASING BEAD $" THICK, 3 COAT CEMENT
(0SELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER #2 OR APPROVED EQUAL) _ (EXPLODED PLASTER
STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X VINYL (OR APPROVED EQUAL) VIEW �oR
MANUFACTURER'S INSTALLATION _ MANUFACTURER'S INSTALLATION STUCCO CASING BEAD CLARITY
INSTRUCTIONS INSTRUCTIONS WOOD SHEATHING
DO NOT CAULK OR SEAL OPENING 6" SELF -ADHERING FLASHING
SELF-ADHESIVE FLASHING CASING BEAD @RAISED
GALVD METAL "Z" FLASHING — GALV'D METAL "Z" FLASHING BAND (FRAME)
1 J SCALE: KTA
Mt DO NOT CAULK OR SEAL OPENING NOTE:
STUCCO CASING BEAD " METAL LATH. LATH TO BE PER FBC RI / ASTM
C-041-091 MIN. 2.5 LBS. PER 50. YARD (UTILITY OR
GALV'D METAL "Z" FLASHING
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SIDING TO STUCCO
6 @ BLOCK TO FRAME TRANSITION STUCCO CASING BEAD
SCALE: KT.S. 8" THICK, 3 COAT
CEMENT PLASTER $" THICK, 3 COAT CEMENT
WOOD CONSTRUCTION BEYOND PLASTER
6" SELF -ADHERING FLASHING SEALANT =TO IN BEAD METAL LATH METAL LATH
F TYf-
WOOD SHEATHING TO WINDOW SEALANT
WEATHER RESISTIVE BARRIER #1 WRB LAYER #2 FORTIFIBER BUILDING WEATHER RESISTIVE BARRIER #1 t0 LAP WINDOW FRAME PAPER (OR APPROVED EQUAL)
WEATHER RESISTIVE BARRIER 112 6" MIN. ABOVE TOP OF "Z" FLASHING
WOOD SHEATHING WRB LAYER 02, FORTIFIBER
%" X I/4" LAP SIDING W/6 REVEALS Q WEATHER RESISTIVE BARRIER #1 — WINDOW FRAME BUILDING PAPER
6" SELF -ADHERING FLASHING z i WEATHER RESISTIVE BARRIER #2 TV
(OR APPROVED EQUAL)
GALVD METAL 7' FLASHING WRB LAYER #I STUCCOWRAP '� — E-Z BEAD VINYL (OR
STARTER STRIP PER MANUFACTURER'S DO NOT CAULK OR SEAL OPENING
INSTALLATION INSTRUCTIONS (OR APPROVED EQUAL) APPROVED EQUAL) CASING
WEATHER RESISTIVE BARRIER #1 TO LAP 6" WIDE PEEL 4 STICK \ (W/%$" FLEXIBLE PVC BACKER
DO NOT SEAL OPENING (o" MIN. ABOVE TOP OF "Z" FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED)
2X FRAMING MEMBERL E-Z BEAD VINYL 2X FRAMING WRB LAYER #1, STUCCOWRAP
GALVD METAL "Z" FLASHING (OR APPROVED EQUAL) CASING (OR APPROVED EQUAL),
6" SELF -ADHERING FLASHING BUILDING WRAP
E-Z BEAD VINYL (W/%$" FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING
(OR APPROVED EQUAL) CASING - INCLUDED) MEMBER /
(W/%s" FLEXIBLE PVG BACKER ROD) WEATHER RESISTIVE BARRIER #1 6" SELF ADHERING FLASHING
E-Z BEAD VINYL (OR APPROVED EQUAL) 'APPLY FULL BED OF WOOD SHEATHING
6" SELF -ADHERING FLASHING CASING lW/%8" FLEXIBLE PVC BACKER SEALANT BETWEEN
%g" THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR
1 WEATHER RESISTIVE BARRIER # WEATHER RESISTIVE BARRIER #2 CLARITY
WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO EZ BEAD WINDOW CASING
Cap FRAME TO FRAME TRANSITION 17 SCALE:NTB.
6 SCALE: N,TS.
A R C H I T E C T S
rDesign
10U Inc.
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:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCH rI
STATE OF FLORIDA
3& 1
7/10/16
SCALE: 1/4"=1'—O" 1
SHE�ET� ��
V V AA
CUT HOUSEWRAP AT
450 ANGLE
MODIFIED "I' CUT IN
HOUSEWRAP
LINE OF WINDOW OPENING
APPROVED HOUSEWRAP
OVER SHEATHING OVER WD
STUD WALL
STEP I
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
g18 LE: scAKT (FRAME)
APPLY 061 H2U (OR
EQUAL) SEALANT
WINDOW/GMU JOINT.
FLUID APPLIED
FLASHING (LANGO
WHITE -SEAL RC-865
OR EQUAL).
SLOPE SILL
TO EXTERIOR
TEMPORARILY I=OLD-UP
SECURE HOUSEWRAP (0
" ".P UNDER) at HEA
FOLD HOUSEWRA
IN AT JAMBS 4 51L
SLOPE SILL R.O. TI
EXTERIO
INSTALL (o" SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAMBS
EXTEND FLASHING MIN III
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
ALIGN FLEXIBLE
SELF -ADHERING
45HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGES. (CAP NAILS,
STAPLES)
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
01Lif V
NOTE:
1. IT IS THE CONTACTORS RESPONSIBILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOUSEWRAP,
SEALANTS 4 SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN
SPECIFICATIONS 4 WARRANTY
REQUIREMENTS.
WARNING: SEALANTS AND SELF ADHERED
FLASHING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
(o" SELF -ADHERING
c OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING 1" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3/a' 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—gl' VERT. END
DAMS REQ'D. AT
EACH ENID OF SILL
N MIN. TEXTURED
:EMENTITIOUS COATING
)VER BLOCK
JSEWRAP DOWN 8
DIAGONAL CUT 4
HEAD OF WINDOW
MIN. TEXTURED
EMENTITIOUS COATING
VER BLOCK
STEP 4
STEP 8
INSTALL A SILT. DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING STRETCHABLE
FLASHING 4 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PLL
LEVEL AND SQUARE f
MANUFACTURERS WR11
INSTRUCTII
APPLY
FLASHING c
INSTALL 6" WIDE
BACKED PLEX15LI
MATERIAL OVER DRIP
(PROTECTO-WRA
OR APPROV
,j;va
l' MIN. TEXTURED
�EMENTITIOUS COATING
�VERFRAME
STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME
(MIN. THICKNESS e") (MIN. THICKNESS") (MIN. THICKNESS e")
SIDING LOOK
ORLANDO/TAMPA ORLANDO/TAMPA
S. FLORIDA S. FLORIDA S. FLORIDA
"MINIMUM STUCCO THICKNESS
1 e7 BCdLE NTA
STEP 5
I A A V
31' MIN. TEXTURED
�EMENTITIOUS COATING
�)VERFRAME
STUCCO OVER FRAME
(MIN. THICKNESS e")
SIDING LOOK
S. FLORIDA
A R C H I T E C T S
foul 1 ou Inc.
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. 7LAKjE
OAKLANDLOT
MODEL:
1452
XXX00-00
PROJECT,:
02784.000/00011
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
7/10/18
SgALE: 1/4"=1'-O" 1
SHEET
VV5