HomeMy WebLinkAboutBUILDING SITE PLANINDEX OF DRAWINGS
SHEET NO. DESCRIPTION
__GS__ COVER SHEET
GN GENERAL NOTES
1 FOUNDATION PLAN
5 2 2 DOWEL PLAN
3 LINTEL PLAN
3.1 LINTEL LOADS AND DETAILS` — CAST—CRETE & LOTT'S
XXX O O- O 1 4 FLOOR PLAN
5 ELEVATIONS
6 TRUSS PLAN - ROOF
7 ELECTRICAL PLAN
FOR: S PRODUCT APPROVAL
DI FOUNDATION DETAILS
D2—D4 ARCHITECTURAL DETAILS
WAl—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 WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN
SNOW Speed Topographic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD n FREEZING ANNUAL
LOAD (mph) effects' CATEGORY` Weathering depth° Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP'
N/A 160-C N/A Negligible N/A Haw 45 N/A N/A N/A N/A
DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE
01-01-18
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS
6TH EDITION(2017)
*ALL LOCAL AND STATE CODES DATE DESCRIPTION
*OCCUPANCY - RESIDENTIAL, GROUP 93
•CONSTRUCTION TYPE - VB
•MIN. INTERIOR FINISH - CLASS C 16T FLR. LIVING; 1,452 50. FT.
•BASIC WIND SPEED - VULT = 160 MPH
- VASD = 124 MPH TOTAL LIVING 1,452 50. FT.
RISK CATEGORY II
*EXPOSURE CATEGORY - EXPOSURE C GARAGE 393 5Q2 FT.
• 1-STORY RESIDENCE - ENTRY IS SQ. FT.
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES LANAI W SQ. FT.
• STATE OF FLORIDA TOTAL 1,944 SQ, FT.
CERTIFIED BUILDING CONTRACTOR: cu51c VOLUME LIVING 12032 ea. FT.
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA (ELL =- a) 40'-0" 47'-4"
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
1441, NORTH RONALD REAGAN BLVD. -
LONGWOOD, FLORIDA 32750
Fax: (407) 774-40.78
Tel: (407) 774-6078
DRAWING / CONTRACT DOCUMENT REVIE11 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 DEED 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 DIaSIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET.
FILE COPY
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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COVER
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GENERAL NOTES
3.
4.
5.
6.
7.
8.
9.
10.
16.
17.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS IPSF)
A. 1. SLEEPING ROOMS 30
Al ATTICS W/ STORAGE 20
Al ATTICS W/OUT STORAGE 10
A.A. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
A.7. STAIRS 40
A.B. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS IPSF)
B.1. ALL AREAS 10
C. ROOF LIVE LOADS '
C.I. *' MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD IPSF)
DA FIBERGLASS SHINGLES 17
D.2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
El BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH
E2. 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)
FA, GUARDRAILSANDHANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE FD AND H) OF THE FBCR 2017, 6TH EDITION.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
AREFOUND
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER" NOTE ON COVER SHEET (CS).
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED,
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS. SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 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.F,F, AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R3122.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017),
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). -
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
2.
3.
4.
GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN, WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0,48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 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 %4NCH 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%4NCH GYPSUM BOARD OR
EQUIVALENT.
CITE IAIADV
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11,
12,
13.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREiN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION,
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOL 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 AS DESIGN GROUP (VIA WRITTEN RF.I.) SO THAT THE FOUNDATION CAN BE MODIFIEDACCORDINGLY
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, DETERMINE) IN ACCORDANCE
WITH ASTM D-1557,
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACTTHE ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yf THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING,
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO95%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 FNISHED FLOOR SLAB WITH THE SIGNED AND SEALED
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING AL$APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY @lY 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 W,
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
I
9. .FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
lyTJil I I -IT/
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVIS',AS 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 Pm =1500 PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. IMORTAR 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 318 INCH THICK.THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE
jTHAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES,
6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING,
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH TO 2.25INCHES (13 TO56 MM) IN LENGTH,
DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR. LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLSAND.HOOK AT ENDS. STAGGER SPLICES AT LEAST 25'
WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
r
4. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH z"
0. CONCRETE EXPOSED TO EARTH OR WEATHER:
B. 1. #5, W31 OR D31 AND SMALLER 9"
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
C. 1. #11 AND SMALLER 3/,,^
BEAMS & COLUMNS:
D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y2'
,
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
ELECTRICAL
1, ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION,
2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL,
6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL.
7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL,
8. NOT LESS THAN ONE RECEPTACLE OUTLET; IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE,
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE
INSTALLED FOR EACH MOTOR VEHICLE SPACE,
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
8.1, NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C.A. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
E.A. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO.
A. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS,
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NALNNG PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS,
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD,
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017),
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 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 ROOF@, 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
ATMK SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
10. FLOORSHEATHING SHALL BE @TRUCTURAL GRADE''/a' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICAT19NS,
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTERAB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.
15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING
DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF THE ANSI/TPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
18. THE. CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT.
19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI.
21,
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.
DI I IAADIMI/-
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE:
2.1. CPVC, OR
2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017)
' PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906A
* FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
' PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED,
PIPE SUPPORTS SHALL BE A MAXIMUM OF 32' HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017)
* CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH .Y?AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM''/""PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX,
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH,
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES,
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017),
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF'SECTION P26032 OF THE FBCR,
6TH EDITION (2017)
FIRE-RESISTANTCONSTRUCTION
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH A" 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-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE
ASTM-C-1063
5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063
MAINTENANCE
IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR
CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS.
CONSTRUCTION OBSERVATION
1, CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT.
2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 05/18/18
A R C H I T E C T S
1441 N. KUNALU KtAUAN ISLVU.
LONGWOOD,FL32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
SVBDx-%r. & LOT:
OAKLAND LAKE
(:Lot 40)
MODEL:
1452
XXX00-01
PROJEC`.T#:
R5025.040/00001
PAGE:
GENERAL
NOTES
160 MPH EXP. C
ARCHITECT
DATE: 11 /5 /18
SCALE: 1/4"=1'- O"
SHEET
G NOg 9
A R C H I T E C T S
SECURE STRAP
TO CONIC. LU/ (2)
311(o'X2' TAPCONS
3 1/2' T
GONG.SLAe
6IMP60N LU5 ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT LU/ (2) •Sxl
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
I/4'x3'x3(o' STL.
POLE ON 1/4'x(o'
DIA. BASE
(2) 1/2'x(o' A$.
9
A BALLARD DETAIL
24'x24'xl2' CONC. FTCx.
LU/ (3) IS REBARS EA.
LUAY ON CHAIRS MIN. 3'
COVER (2-1
v
r
v
L
TYP. DI -3 1/2' �_ ro HB. DI
C
Si_gil
OPT.
REF.
I' PVC CHE
FOR ELEC.
ISLAND
�i_Su
0'-0' FIN. ELEV.
FIN. CONC. SLAB
r
3 1/2, CONC., REPFORCED
W/ b'xb'-WI.4 x WIA r
ON 6-MIL POLY ETHYLENE
VAPOR BARRIER ON TERMITE
MATED WELL-CCMPACTED
CLEAN FILL
LAY.
1 0 CH
7U8
�__'='_I EXTEND
= SLAB 1 1/2'
■ W/C�
21'-4" LAV.
+ IBA 2 'VTR I ro S
-6' RECESS SLAB DI J
N FOR PAVERS r
�2I 2. ■ I I ■• ■
2r LAV
2'VTR SHWRi 2 WC
KfTCHEN SINKS I I DI
AUTO VENT 2' 1 2 2' I -I- +
2■
I
2° 2- WASH 2DI D1
Tom. i- — �' — — — — — —
PLUMBING ISOMETRIC (SEWER)
MODEL 1462 RYAN HOMES
r--fill
1
W. If 11 —
��--fill
D1
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3/4'
CONDENSATE
_
=� -----
==---LINE
p
+ 4'
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m
BOLLARD
101-01
' PAVERS
Imo/ ro
24'44"Al' CONC. 61
RE W/ 05
KEBABSS EA. WAY
ON CHAIRS MIN.
3' COVER
(2-TYP)
PAVER t
rEDGE
LINE g
Dl
4
41/21* —
jr,4" 4'_0"4" l_81
40' Oil
FOUNDATION PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'A'
ICI
11
<t
3 I/2' CONC. SLAB
"CONDj
3'-6"
HB.
0
Z
N
Design
Groulslnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325 go
�'llll"'ll
Lmov00�vamJ
O
V
0
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SUHDIV. & LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.040/00001
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JAMEESCANTWELL
//AR NO12079
D TE: 11/5/18
SCALE: 1/4"=1'—
0"
SHEET
I OF
9
10I -G "
T T—T
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
28'-6"
■ 30' - 4"
31'-4"
37' -2 "
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m ■ • m
■
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Q ■ �
4'-4„
I
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■ Sol INN
� @ Q
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@
0
0 x ■
m m
3'_4' 10"
_1 _4
10'-0"
IEL PLAN
SCALE: 1/4 = I'-O' ELEVATION 'A'
A R C H I T E C T S
6 ]
Design
Grou '2.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.a bdesigngroup.co m
AA #: 0003325
r
�
�II'lllll'�
SVBDIV. 8e LOT:
OAKLAND LAKE
(Lot 40)
MODEL.
1452
XXX00-01
PROJECT#:
R5025.040/00001
PAGE:
DOWEL PLAN
160 MPH EXP. C
ARCHMECT
STATE OF FLORDA
Jw o 5 201v/
ATE: 11 /5 /18
C ALE: 1 /4"=1' — 0"
SHEET
2 OF 9
LUALL LEGEND
0
V-S' 5LIC 15IR53.
SHEAR LUALL SEGMENT WOOD FRAME BEARING
WALL INTERIOR,. 2x4 WALL o
w O.G., U.NO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE N/63 FOR MINIMUM
INTERIOR NON -BEARING REQUIREMENTS
FURRING AT MASONRY
WOOD FRAME WALL: 2x4 +� '
® 24' O.G. OVER FOIL
24' O.G. MAXIMUM, UN.O
L-6B
I I
LANAI
L-6A L-6C
L-6 5068 SGD 15-5H L-, 25-SH EGRESS
L-S L-9
-- - -
— - — ---
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DINING
8'-a' CLc% ■:
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0. BATH
BATH 1 fl _ _ _ e'-a' CLG.
— — . ■
BEDROOM 3
a' -a' CLG. co
Lu
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L-5 r--- a' -a' CLG
� I 3
2—CAR GARAGE
L-2
ENTRY
BEDROOM
I O {
I
■
a a CLG
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EGRESS
L_4
LINTEL LPL
SCALE: 1/4 = I'-O' ELEVATION
4^ZTmlC41VlETlIIf
LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
8F28-IB/IT
PRESTRESSEDL-2
4'-6'
8RF22-0B/IT
RECESSEDL-3
5'-10'
8FI6-IDB/IT
L-4
4'-6'
8F24-rDB/I7
L-5
4'-6'
SF24-IDB/IT
L-6
6'-6'
8F24-IB/li
8FI6-IB/IT
L-6B
11'-4'
8FI6-IB/IT
L-bG
9'-4'
8FI6-IB/IT
L-�
4'-6'
8F24-IDB/IT
L-8
4'-6"
8F24-IDB/IT
L-9
4'-6"
8F14-IDS/17
L-I0
4'-6'
SF14-IDB/Ii
LOTT' S [�
CONCRETE
RD. sox 771zss
WINTER GARDEN, FL 34777
PH, C407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
11'-4'
8R8-S-lI,U/lI1L
P�STf�55ED
L-2
4'-8'
aR2-S-lI,U/IIDJL
�GESSED
L-3
5'-Irld'
8/Ib-S-lliU/IIDJL
L-4
8R4-S-lIXI/(ID1L
L-5
4'-6'
8R4-S-lIXI/(0x
L-6
6'-6'
8R4-S-lUU/(I)L
L-6A
9'-4'
8/Ib-S-(UU/(IX
L-6B
II'-4'
8/Ib-S-(UU/(IR
L-6C
9'-4'
8/I6-8-(UU/(I�
L-7
4'-6'
SR4-5-(IaJ/(IDS
L-S
4'-6'
SR4-S-liXl/IIDJL
L-9
4'-6'
SR4-S-lIA/l0X
L-10
4'-6'
SR4-S-lliJ/lOJL
A R C H I T E C T S
144J. N. FfVIVHLU FitHlaHnl CLVU.
LONGWOOD, FL 32750
PH: 407-774-6075
FAX:407-774-4078
www.abdesigngroup. co m
AA #: 0003325
�III'llllll
Lo�ammo�v��
SUBDYV. 8e IAT:
OAKLAND LAKE
(Lot 40)
MODEL.
1452
moo—oi
PROJECT:
R5025.040/00001
PAGE:
LINTEL PLAN
(CAST—CRETE &
LOTT'S)
160 MPH EXP. C
ARC T:
STATE OF FLORIDA
D(AATE:
11 /5 /18
CAFE: 1 /4"=1' — 0"
SHEET
3
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SAFE L®AD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
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162 a
3=8 441
I
`:
tll _
'-I
J4
•4't
Nie
I
64
Il'-5' TO 19'-4' (PRESTRESSED)
10se
s
'12.
NR
190
62
m4
429 '6`!9 '.. 64'
-11 93
-
111-5• TO $I'-4' fPREOTRESeED)
n i° Its
42
3T9:._ y , 12
90
OaB
01 En
29319 E
6P
211-5' TO 22
124 n9
269 942 6
ts
116
91
4m.
3m
6mE
11
22'-1' TO 24'- O' (PRE6TREBBEDI
sb
ne
A" PRFCAST W/2"RECESS DOOR U-LINTELS SAFE LOADS (L55/FT)
"M
CGRAV TY
OVERALL LINTEL LEI
Bib 6 PfFO 05
8RN14 m8 Oml-ce
en 2 0 9�26-OOBFP.O-a
=
(TYPE OF LINTEL)
Si_
B RBRF O-IE.
B 1418 B IB-'H
3250 43=9
as.z I5 E
5411 T64'_3
9oci
-561
3'-6'TO 4'-4'(PREOA91`)
1635
0060 e4191
1069E
IB3 694
5 ZbJ
6E39
5 3m6J
99
B_
9 E 59_
E9¢4
4'-9' TO 4'-W (:ROAST)
149p
206
b
6639.
<
9¢bm 4 e
r IOe93__
SOUS
nss bee
0 IT m
6 31m
4'-7- TO 9'-B' (PREL48i)
%b
1161 24EI
B 9 161L
4 6l
1609�
63PA_
24
8060 l 1T
4
r l 0
6'-9' TO 5'-b' (PRECAST)
No
-
113 34e
41
6639
648
1
bm 0� 1a92
41 9 [a
B O
J60
16
12IT 31 0
S'-II'TO 6'-b'fFROABD
18l
l5
1W5 "0
14'm 4
049
n'16
941'
5l3 l39
1099E
B'-9' TO 7-6' (PRECAST)
669
- •55
lase 469
3T16
6145 9998
0 53
466
e, 68
a.53_ 9
99 3140
l'-l' TO 9--8' (PROAST)
411
526
999 +565
125E 329
950 S.s1
a° PRF G AST III/C"RF GF SS nnnR Il - I III S SAFF LOADS (CBS)FT)
UAL=T
OVERALL LIN7EL LEI STH
6 T
cTIG rt RT4-li aRFa
a la
eR;-
ER= O li
(TYPE OF LINTEL)
eT I .7
RRFO 2T drX-W-2 aK18
InL, .3e: .. 6
2Ci2 iIPA
'111
6 T
IaR53m IT
8246
eF-6
RG"4
11
5140
4'-4' (PRECAST)
aH0o �
E- 3c�6
JJ5
37
4c- _014010
„3 43.4.3_
To.
Tell
11.4
4'-5'70 4'-6 (PRECA92>
'11" 30
6¢ I
III 443
693
p 3
4'-v TO 9'-B' (PRECA971
6lo
m5s_
I I I'T 6
4e 25
-
BS
-'1
.e! 311
. bb 3red
406
40l
655
5'-9' T09'-Im' (PRECAST!
-
3.
3BI
616
655
3 'n 259
'.I ac
1,3.
24.E
34ffi 315E
O
161E
B'-II'T06'-B'(PRECA9i)
31m
f.0 � 630 'iJm
lM1-9
519 3 %-
-5ba.
335
T2a
464
6 -5 TO 7.6 2FRCA5i)
506
(.64 M!,
2`bE
96' 2965
5m9
674
363
t'-l"T09'-S'(FREGA9T)
-
Elm
4�
114
39B
5E9 ioi2 I�eb
'ipl
2p6
ASTM RET'� LINTEL SCHEDULE
MAT RIALS E
1. f'c 8' precast [Intel = 4000 pal
2, f'c prestressed IIntel = 6000 psi
3. Grout per ASTM C476 ne - 3000 pal w/
maximum 3/8 inch aggregate d 8 to II inch
Slump
4. Concrate Masonry Unit. (CMU) per ASTM
C90 w/minimum net area compressive
strength - 11300 psi
5. Reber per ASTM A615 grade 60
6. Prestressing Strand per ASTM A416 grade
210 low relaxation
1. Mortar per ASTM C210 type M or 5
GENERAL NOTES
I. Provide full mortar bed and head Joint&.
2. 51-br , flllad Ilntels as required.
3. Installation of lintel must comply with the
architectural and/or structural documents.
4. U-Lintele are iranufacu.red with 5 1/2" long
notches at the ends to accommodate vertical
Call relnforclMe and grouting.
5. References the CAST-GRETE Load Deflection
Graph brochure For lintel deflection information.
6. Bottom field added racer to be located a the
bottom of the lintel cavity.
T. 1/32' diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
8. Cast -In -place concrete may be provided In
composite lintel in lieu Of concrete masonry units.
S. Safe load rating based On rational design
analysis 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-296 or other approved coating.
II. Lintels loaded simultaneously With vartical
(gravity or uplift) and horizontal (lateral)
loads should be checked for the combined
loading with the following equation:
Applied vertical load Addled horizontal load
Safe vertical load a Safe horizontal load
12, Additional lateral load capacity can be
obtained by the designer byproviding
additional relnrorCed concrete masonry above
the lintel. See detall at r12hi
'm-1600ps1
'r SEE -SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
REINFORCED CMU FULL
COURSE
2' CLR TYP
2) 5 REBAR
GR40 or GR60
SAFE LOAD TABLE NOTES
I. All values based on minimum 4 Inch
1.
For composite lintel heights not Shown, use safe
nominal bearing. Exception: Safe loads for unfilled
load from next lower relent shown.
lintels must be reduced by 20% if bearing length is
8.
For Ifni lengths not Shown, use safe load from
less than 6 1/2 111
next longest length Shown
2. N.R. = Not Rated
S.
All Safe loads In units of pounds per linear foot
3. Safe loads are. Superimposed allowable loads.
10.
All safe loads based on simply supported
4. Safe loadb based On Eirade 40 or grade 60 field
span.
rebar.
11.
The number in the the parenthesis Indicates the
S. One •T reli may be subbtituted for two 5 rebore
percent reduction For grade 40 field added
In 8' lintels only -
radar. Example 11-6' lintel type alai safe
6. The designer m y evaluate concentrated loads
gravity load = 64T2rs) w/ 15a, reductIcO 6472
m frothe Safg ad tables bg calculating the.
(.85) = 5501 IDIf
maximumTe$Y4YIng moment and shear at d-away from
face. of Support.
TYPE DESICsNATION
65 REBAR AT TOP
M1N.(1)REa'D
I-I/2" CLEAR
F = FILLED WITH GROUT / U = UNFILLED
UANTITY Or wo REBAR AT
y BOTTOM OF LINTEL CAVITY
U
Q
_°
GROUT
-
O
Z
L QUANTITY
OF "5
d
5 REBAR AT BOTTOM
REE
AR AT TOP
•
OF LINTEL CAVITY
NOMINAL HEIGHT
BOTTOM REINFORCING
NOMINAL WIDTH
T-5/8'ACIDAL
PROVIDED IN LINTEL
(VARIES)
8' NOMINAL WIDTH
SAFE WORKING LATERAL LOADS (PLF)
8" x B" LINTELS
LMTEL 11 SA4 LATER4L LOADS LMTEL
P P)
Tali
Length
T'°
S.,e.
FLAW
5.0
SOLID
1'-10'
Recast
1936
3%4
Preset
Ilse
250
4'-0"
FNPaRt
844
1614
4'-6'
PrPI
63B
266
4-V
Rewet
Sea
IB3
5'�4'
Recast
666
lass
5-m'
Psi
Na
Ia
6'-4'
RaAet
634
I%4
PHevat
62
1188
Reuel
518
211
1.6'
Recast
446
ENS
T-B'
R4ciA
425
094
Preset
UP
84
8'-4'
Recast
354
145
9'_4'
Frixi
T1
%3
It
RmrAet
197
459
Reuel
I%
620
IV-0'
Recast
164
549
1T
Pr.'t
43
504
13'-4'
PI.At
116
44
14'.0-
Reurt
%
391
14-V
Reetreeeed
NA
Sal
1F-4-
Raeveeeed
NA
302
IT-4'
Prastseed
NA
213
Si
Restrmeed
NA
n6
10'.0'
Res6eeeed
NA
159
FINA end
NA
5i
F140'
Restmeed
NA
120
Reevaxacl
NA
93
NR=NM Recommended
LOTTES
CONCRETE
P:0, BOX 771255
WINTER GARDEN, FL 34777
TO
I
NOMINAL WIDTH/HEIGHT OF LINTEL
F-PLAIN OR SOLID LINTEL
[8/16-P-#U/#L]
No. OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY -
Total LerBtr
3V
4.0'
4.1'
-4'
4-e'
5.8,
-1.
8L8'
V.S.
' ENERAL NOTES:
CODES
I.I. FLORIDA BUILDING CODE RESIDENTIAL, STILL EDITION (20M), SECTIONS R4021 a 11
07.
1.3. BEULDIFLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION CONCRETE
SECTIONS 1CaU. t 7107.
1.4, AMERICA GODS REO F CIVIL E FOR REINFORCED CONCRETE (ACI R SLU ).
4. AM EIIE: SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES IASGE bI0).
GONGRETE:
21. CONCRETE COMPRESSIVE STRENGTH 47E E DAYS:
2.LI. PRE -CAST W/STANDARD REINFORCEMENT- 9, 00 PSI
2.1.. PRE •CAST WASI C416 3000 P51 W/ MAX. 51 'PSI
2.1.3. REINFORCING
E ASTM G4T6 - 3000 Pel W/ MAX. 3/8' AGGREGATE, 8' TO II' SLUMP.
22. REINFORCING BARS:
22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 46I5 !GRADE 60)
2.22. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).0).
2A. DEEM THE INFO STRANDS ASTM A416 NCE WITH
STRESS RELIEVED 210 K81
2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
71Es
Rer2e!
Reme!
Roue!
PT..A
Rest
Reuel
P swat
Recast
Aidi
PPAK
5A N LATERAL LOADS
(PLF)
B' DOGR e' DOOR
HEADER HEADER
PLAIN SOUP
1112 2011
95m 611
%1 021
1S5 5¢6
6" E5
650 Nt
M4 964
411 B1 ass 664
NE 5..
TABLE No. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL BTEEI.
INFILLED
GRAVITY
CAPACITY
nAL (One
GRAVITY
CAPACITY
0t51_-0n9
UPLIFT
CAPACITY
051. N-111
Uri
CAPACITY
e0iii (IAA
B0II01 BAR
TOP BAR
GRAVITY
CAPACITY
1'-IV
I'4'
re"
(2)2
M2
40
IMS
180E
652E
does
3'-6'
}•d'
PRECAST
(ill
e112
2415
3531
3651
4B5
4815
4'-0'
2'-V
PRECAST
OW
(2)2
183
2111
2171
330b
3386
4'.1'
N.
PRECAST
(1J2
(1J2
194E
2165
S55
260E
260E
4.5E
3.4
PRECAST
(2)2
!1)2
232
2011
201
2421
2421
5 4°
4.0'
CAST
(2)5
]) 2
I'm
1623
165 1
1410
BB
Val
5-p
4 6'
PRECAST
(2)5
(1) 2
Sao
141E
142E
160E
b 4
5 0'
PRECAST
(W4
(2)2
140
110
126E
683
126
13p
INS
b b
51'
PRECAST
(F4
232
TWA
145
12%
6 1.
5-4'
PRECAST
(D4
0)2
682
11%l
Eli
001
lass
1-V
PRECAST
(1)4
e2)
(2)2
510
510
991
1041
1 B'
W4'
6'-4'
PRECAST
!W 2
518
959
W
Ia2aN
1B4
B -0'
6'-B'
PRECAST
(2)•I
MIA
(2)2
510
902
e02
1E
S84
9B4
7.0'
PRECAST
(2) PI
l212
498
%I
*1
E51
648
92T
9.4'
E-0'
PRECAST
(2)N
(3J2
416
126
16
4%
ISO
p-6
9-T
PRECAST
(V-4
l.J2
354
615
Sit
300
613
II 4'
10 0'
PRECAST
(W
(2)9
35
661
561
311
'am
11.v
oR,
PRECAST
(3)5
(2)9
292
525
515
21l
B61
12'4'
11'-2'
PRECAST
(])5
(tJ5
_
dli
499
4%
161
5b
13 4
-o'
PRECAST
(W5
255
40
458
114
443
14 0
T p'-8'
PRECAST
1115
e2) (W 9
339
430
4W
let
355
14 8
1Y-4'
PRESTRESSED
(2)4
(2)2
NR.
oe,
41B
23)
446
15 4
I* V
PIESTR£%ED
M4
1112
Nis
3l9
3l9
2p
441
11 4
16L0'
PRESTRESSED
e2)4
(2)2
NA,
280
283
163
31
19-4'
IB'-0'
PfE07RESSED
IV S
(2) 9
NR
224
1 T44
BI
254
20 0'
10'-0'
PRESTRESSED
(215
0)9
NR
201
201
122
237
21.4'
10.0'
PESTRESSC
c)5
(2)9
NR
Ill
IT
an
2"
n 0'
10'-B'
PRESTRE%ED
(215
(1)5
NR
'b4
164
I¢0
is
26 -0'
1Y-e'
FRE51E%ED
M S
(W 9
INK
01
132
04
163
NR NOT RECOMMENDED
TARLE' No 'J
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8' X 16" COMPOSITE UNTELS
LINTEL
LKIGh!
CLEAR
SPAY
LINTELTYPE
LMTEL BiIEL
BOTTOMBAR TOP BAR
GR4VRY
CAPACITY
(0nL flnU
GR4vl7Y
CAPACITY
(InL(Inu
UPLIFT
CAPACITY
Mr%W%
UPLIP
CAPACITY
(InL am
I.6
p008
pees
0000
3•-6'
T-0'
PRECAST
(2)9
4)2
6961
ISOM
10000
41-1'
1'-8'
:RECAST
IV
4261
Veto
813E
10t00
9'-1'
FRECAST
0)in
)
ell
9161
65%
1099D
4'-11
3'-4'
PRECAST
(2)2
Q
29a4
B414
Seas
ism I
;'V
PRECAST
(W9
4523
4451
d421
104T
5'-10'
4-6'
CAST
PRECAST
!W9
392E
eel 5
360E
6430
6' 4'
S-e
Pill CA91
(314
9
4l5
5
1991
4411
6'-1.
5.3'
PRECAST
(2)4
! 2
3936
SE
34i4
2810
451
6•
5-4R
PRECAST
(2�40)N
)2
IDI9
31I9
265E
391E
bb .
6.1'
FREC i
Y2)N
2
3911
Zen
20M
seat
T-B
6.4
PRECAST
-7) _4
It
2T%
21%
R32
2931
B' 0'
6'-0'
PRECAST
(LN
(1)2
2501
n5l
1154
ilea
B'4'
l'-0.
PRECAST
(2)N
()2
Sass
23%
16M
259b
5L4-
B'-11
PRECAST
(2)N
IV
us
I%9
1238
2055
0' 6'
11.1.
PRECAST
IVsl
IV
1621
1621
SO!
Sea
FRECART
_(2_) 5_
(2)9
lass
use
le
Bed
Wren
I@'-B'
LAST
e215
Me
1336
S35
all
Gl9
p'-6'
11.2.
PRECAST
(2) IS
Rah
Tell
634
Use
tl'-4
11-0'
PRECAST
(W5
fW9
II44
1144
54b
Ip9
Id'-0'
12'-8'
FRELA^ai
(W5
fW9
1101
less
406
pl2
K'-B
13'-4'
PRE67RE60ED
(W N
(D 2
I419
KI9
46l
901
B'-4
la-0'
PRESTRESSED
(U4
fW2
291
1291
Sll
823
57RE59 D
W 2
993
325
a41
Po'-4
1 '-0'
PRE67fES6ED
(215
W e
f2) 5
le
125
705
160
913
30 0
IS-e'
PRESTRESSED
(2)5
])9
119
l29
143
4t9
21'-4'
20.0'
TrE00ED
(W5
T1)9
633
633
113
4
W' 0'
20'-61
STRESSED
IV$
2)9
591
591
20
394
24'-0'
221-8'
FRE8iRE8BEp
(2) `5
21IS
4BT
4Bt
Ibl
3'A
TABLE NO 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE UNTELS
LINTEL
LENGTH
GEAR
SPAN
LINTEL TYPE
LMTEL STEEL
GRAVITY
CAPACITY
(m(L"N4
GR4YITY
CAPACITY
(I5L TAU
UPLIFT
CAP4LIY
(IML(115J
wl.ii
CAPACITY
(V5. Oa!A
BOTTOM
BAR
TOP
BAR
VI
2'-T
CAST
(2)2
(2)2
1646
10
10080
10s0e
4 0'
71'
PRECAST
(2) 1
(2) 2
%03
ImmmS
10000
1000b
4 6'
3'-1'
PRECAST
(2)1
(2)2
09
B541
1000E
4-8'
6'v
PRECAST
(2)
sloe
10@00
I10
5.4
4-0'
PRECAST
()9
IVn
fW2
6239
613E
10000
5138
513E
10008
5.10'
4-6'
PRECAST
(2)9
(2)1
5016
010E
4661
9144
6-4'
5-1.
Peo4o
(2) -4
12
6152
615}
3%1
1K2
6'-6•
5'-2'
FRECA6T
())4
(2m
6250
6250
3645
asse
6 - '
5' -4'
PfELASi
(W •4
(2) 2
%I6.
50p
3441
6124
i 6
6'-1'
PRECAST
(W •4
43E
4312
2636
daM
l 8
I'-4'
PRECAST
(2)•4
403E
409E
2E08
4101
1-1.
6' -V
PRECAST
(W•4
l2m
37W
3130
111E
3BB9
1 8'-4•
1-0.
PRECAST
(W •4
W 2
34W
U20
2018
3561
9' 4'
8'-0'
PRECAST
M-4
}134
Sled
1610
2635
LAST
(P4
f2)2
2211
2211
233
228E
lr_-
V_V
RELA9T
(2)5
2) is
SIN
rMN
1031
200E
2'-0'
10-8'
PRECAST
f3 5
(2)5
Ills
Ill$
SO
181E
12 W
II 2"
PRECAST
O)5
(WIS
1667
1661
026
1101
13.4
2 0'
PRECAST
lW 5
MIS
EST
1501
113
1414
I4.0'
11 B
PRECAST
(2)5
2)5
139E
139E
636
1323
144
13 4'
PES5TRE66ED
lW•4
fW2
IB93
IB99
581
1191
15 -4`
14 0
FRESTRE9SED
(2)•4
fW2
124
1124
536
bi
1.4
A.
I6-0'
PRESTRESSED
(D •4
(1)2
133D
1330
417
81d
19-4
B-e
PRESTRESS)
(2)5
U)9
105E
less
354
an
20`4-
IB 8'
FREBTRE65ED
(2)5
f2)9
979
Sle
312
66
21-4
200'
PIEBTRE63ED
IV
852
852
213
NO
IT-V
20'-V
PESTRES5ED
(2)5
fW9
l91
151
251
Sol
33'-8'
PRESTRE D
(2)5
659
659
}I5
4}5
TABLE No, 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTEL
JU NIN
CLEAR
SPAY
LMTEL TYPE
UNTIL STEEL
GRAVITY
CAPACITY
(0nl. (II5U
GR4VITY
LAPACITT
NAIL (Inu
UPLIFT
CAPACITY
(InL llnu
IIPLIFi
CAPACITY
(IAL (M
BOlTOhI BAR
TOP BAR
2 -10'
14.
1 PRECAST
(2)2
(2)IS
Mn
10900
WA
etas
Veto
b00m
10000
10000
10000
3-W
2'.2'
FRECABT
(W2
4 0'
1'-1'
PRECAST
(2)2
(2)IS
bn39
i0
0000
date
A-6'
9'-2'
PRECAST
fW2
(W2
5014
10@00
1009E
1e009
4 B'
3'-1
CAST
fW 2
2
465E
10000
962E
0000
6_4'
4'-0'
i
(2)9
0)
(1)2
1658
10000
051
10090
6-10'
4'-01
PRECAST
fDIS
(2)2
6al
bici
5136
pest
114
6'-0'
PRECAST
(W •4
(2) 2
9101
10000
4154
9450
1.1.
5'-1.
PRECAST
TV -4
(2)1
058E
10000
K81
B91
S,'.S-4'
PRECAST
a04
(2)2
8116
94B1
4131
8420
1.6'
6 .
PRECAST
a)•4
(2)2
6236
645
3141
Sall
T V
IIA
RE046i
all 14
(2) 2
59%
60}4
3
6163
V_V
V.S.
CAST
(W•4
()2
536t
6%l
280E
559E
B'-4'
1'-0'
PELA9T
(2)4
(212
4831
ART
2!51
SSW
8' -V
PRECAST
014
(7) 2
3126
alas
1981
3B%
10i
9-T
PRECAST
(2)4
(2)2
2931
2WI
520
3075
11'-4'
I0'-0'
PRECAST
(W5
eUS
2553
255E
1219
26N
11'-0'
p'-B'
PRELA9t
(1)5
(219
2305
1305
1123
22M
R 6'
II-2'
PRECAST
evs
(3)9
241
2141
=2
209E
13.4
12-0'
PRECAST
f1)5'
(2)9
1916
awe
8$I
ell
14.0'
E-8'
PRECAST
W5
T",
(W9
IItB
Ins
187
1695
16 V
3-4'
61RE%ED
H)4
O
2345
2345
03
120
15 4
K'-0'
STRESSED
!}14
(2)2
2136
2136
596
ills
1l 4
5'-O
8ifE06ED
(2)b
(d)2
(1)9
11J9
K50
1310
119
165@
tlp
B
464
37I
841
95
l35
6%
19-A
5.0`
PREB1RE35ED
e2)5
200
5-a'
0BeRED
!2)5
21.4
29.0'
PRESTRESSED
(115
(2)15
M1
1062
994
1062
IN
2
601
%5
110
20.8'
PRESTRESSED
!i)5
14 -0'
22-8'
PEBTRE96ED
(E15
(i)9
624
824
139
4t3
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL STEEL
GRAVITY
CAPACITY
(0nL (Im
GRAVITY
CAPACITY
AI N. (I)SU
UPLIFT
CAPACITY
(InL ant)
UPLIFT
CAPACITY
(InL (gnu
51 BAR
70P BAR
(3)2
00d
PRE T
IV S
061d0
0000
Veto
4 0
1 e'
P ECAST
0) 1
a) IS
We
1009E
06pe
E9m0
46
9T
Pecoei
(2)IS
(212
6001
pone
10000
108C0
48'
34'
Pi(2)Is
a)2
sees
loved
1beat
pest
5 4'
4-)'
PRECAST
M E
OL 2
Sol
0ee9
8365.
pee)
5 p'
4 b'
FRECM7
(CIS
(112
1381
pp00
6606
0000
6.4
5 1.
PRECAST
0) 4
(2) 2
10@Q%
peso
6641
10e00
6 6'
5 2
PRELASt
(2)4
312
0ID09
535
100®®
PRECAST
M-4
(2)Is
968E
0000
5021
10990
7-6'
6-2'
PRECAST
M-4
(2)2
1408
9361
Ease
1 169E
1-v
8-4
CAST
(V4
f)2
7054
Saa
3662
1326
V-0'
b-a'
FRECABT
(2)4
(2)2
645
-7e91
3326
1 6,61
V-V
T
T
O)•4
Mn
554
sees
3037
1 ads
9 4'
b'-0'
PRECAST
(2)4
f22
I6b7
501
2355
410
pE
9-Y
PRECAST
(WN
(W2
352bb
E44
!son
3663
p e'
CAST
TV
MIS
Was
32W
521
6e90
U 0'
10.0'
CAST
(W 5
O 9
me
253s
E36
2133
VIL6.
II-T
FFESSUST
(2)5
(2)9
2110
2118
an
249E
E 4'
11 @'
PRECAST
(2) 'S
M-3
U116
2416
104E
- 2KB
I4-V
12'-V
f15gcAST
(W5
Wis
NIS
2216
en
1941
14_F
13'-d'
PRESTRESSED
(W•4
) tI
2&11
2811
116
143T'
15 4'
14'-0'
PE6 SSED
f2P4
(S12
165
2616
666
143
I7 .4
5'-0'
PRESTRESSED
1W
203E
5I6
p23
I9 4
5.0'
PRESTRESSED
U)S
(]15
(3)9
MIS
160'1
I601
45
85
20 0
IB-B'
PREB1RE86ED
f3)5
(2)IS
14%
K96
3a5
163
21 4
21
PRESTRESSED
@)5
am
1305
1 30s
339
eas
218
1o_V
PRE8TEEI
(W5
(W9
1222
1 142
911
619
]4-0'
22'-8'
rimax %ED
IV
u)5
EK
1 104
6 2.
52T
ABLE NO 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
B" X 6" LINTELS
LMTEL
LENGTH
CLEAR
SPAN
LMTEL TYPE
LINTEL STEEL
PLAIN
GRAVITY
CAPACITY
GRAVITY
CAPACITY
emnL (IMU
GRAVITY
CAPAM
III llnu
SFLPT
CAPACITY
(I)SL el l
UPLIFT
CAPACITY
CAL (MPRE
BOTTOM BAR
TOP BAR
CAST
OS
Mg
2135
3141
3NI
413
4
PEC49i
MI
()
1513
leas
1865
2490
Raid
4 @
1.8
PRECAST
Mn
(2) `2
1131
1425
1425
Was
E63
46
a4'
RE FCABT
(
}
Bl9
151
1151
14M
Kee
4 1.
3.4
PRECAST
fW2
(2)2
Sea,081
psi
Was
tl%
5 4
4-e
PRECAST
IC, IS
CU I
on
WO
see
1114
1114
5 p
4-0'
PRECAST
o)5
(2)2
511
ads
Be,
930
%b
b-4
5 e
PRECAST
eVk.
(2)Is
494
141
141
715
851
b W
S 2
PREW9T
(
Ali
15
1B
190
we
6-V
5-4
FRELAST
1
A58
sas,
683
Sae
1Em
l-6
6-3'
PRECAST
f
!W2
381
5%
5¢6
525
E61
1-B
6.4
RECAST
(2)2
315
56B
5B8.
499
64l
PRECAei
%3
536
609
B -4'
l 0'
PRECAST
(1)4
IV
fW2
334
50I
801
501
3111
'M
516
i
fD2
245
316
494
0-b
11
91
PRECAST
( 4
fW2
245
311
3'1
3l3
312
339
423
II 4'
10 V
PRECAST
() 5
(W 9
78
345
345
Im
333
12 0
10 6
PRECAST
(2)5
(119
1e}
282
262
Ili
215
2 6'
II 2
PRECAST
'CIS
(
se
243
343
51
239
B-4
12 9
PFFCAST
(3)IS
151
191
T9
I®
B@
4'-0
111-8'
PRECAST
(3)IS
lib
1E.
SI
09
57
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL
ENST4
CLEAR
SPAN
LINTEL TYFE
LINTEL STEEL
M.PILLED
GRAVITY
CAPACITY
GRAVITY
CAPACITY
(nL (0nu
GRAVITY
GAPACRY
flnL Trou
IIPLFI
CAPACITY'
(InL III
UPLPT
CAPACITY
(ML (7m
BOIILM BAR
TOPBAR
3-8
}.4'
LAST
1 2
DO
69
R
4'-0'
1•.11
PRECAST
(y2
(1)2
1131
AS
14Z
See
I%3
4 -2'
1.0'
PRECAST
!])2
(2)2
1042
1no
1320
1B
1In
4 -4'
3.11
CAST
(D2
0)2
%3
1130
230
Piss
19%
4'-B'
3'-4'
46T
(D2
(W2
8ffi
1001
1081
B%
lass
W-W
4'-4'
PRECAST
(2)9
)
598
546
NIS
1¢03
1011
6'-e'
5'-4'
PRECAST
(3)•4
1)
458
Ste
653
bw
l90
l'+B'
6'-4'
LAST
0)'4
1
315
%8
56B
499
a4l
B'-S'
1'-4'
LAST
M-4
35
to
4ee
375
546
9'-V
B'-4'
PRECAST
(2)•4
A13
45
4E
191
4t1
2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS,
S. MASONRY:
3.1. DESIGN AND CON5TRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MA50NRY ASSOCIATION AND ACI 530-08.
32. MINIMUM MASONRY UNIT STRENGTH:. FM 1500 PSI.
33. MORTAR SHALL 5E TYPE S.
4. STRUCTURAL;
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA 13UILDINO CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1E,
1) y5 CONTINUOUS
(1) #5 CONTINUOUS
'r• 8'X16" KNOCKOUT BLOCK
7
316 B'X16' KNOCKOUT BLOCK
-
4`
• •A D00 PSI GROUT -
IN FIELD)
•�-r; j000 PSI GROUT
..• (PLACED
(PLACED IN FIELD)
niMl
r
• • rb: TOP BARS: MiIB]
• : rb
BARS -
:�•' SEE SCHEDULE
:�•• SEE SCHEDULE
,^
6 .• I
•• • • -
(1) ,13 CONTINUOUS
iSg
- (1) y5 CONTINUOUS
77//32' STIRRUPS AT 4'-0' cc
7-r
- 7/,32' STIRRUPS AT 4'-O' do
.'p3
(71ED OR WELDED)
•'•yn ('DED OR WELDED)
BAR
BARS
SEE SCHEDULE (PRECAST)
SEE SBOTTOM
CHEDULE
8/16-S-(i) #5/(1) #5
PRECAST
(2) STRANDS 7/16'--
7 WARE STRESS RELIEVED
270kai PRESTRESSED
CABLE
8/16-S-(1) #5/(1) #5
PRESTRESSED
8/16-S-(i) 1 #5
TABLE Na 6 -
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
86 X 32" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
$PAN
LINTEL TYPE
LNTEU eiEEL
-
GRAVITY
CAPACITY
tnL(Inu
GR4NTY
CAPACITY
(IAL eM
uPLPi
CAPACITY
flLi(InU
uPLIFi
CAPACITY
(115L(DEL
Sol BAR
TCP BAR
1-IS'
I'4'
PRECAST
71
W 2
0000
1111
I0000
iv d
3.V
V_V
PRGABT
(2)7
10000
0000
moo
lease
4'-0'
2_w
CAST
(2)
(2)2
921E
100E0
moo
10000
4-6
3.2'
G40i
f2)4
(2)2
6940
10060
(GOOD
10000
4-F
3 4'
PRECAST
f2)
(212
6364
imm
10900
0008
5.4'
4-0'
PRECAST
(W
(2)?
1I
10000
%l9
100ss
5-10
4'-1'
PRECAST
(2)
f )2
5843
1DOW
1616
ICON)
6.4
Ste'
PRECAST
@
(2)2
10090
10000
653E
ItOe@
6 G'
PRECAST
fi!
fW2
100e0
10000
E55
10000
VIA
PRECAST
(2)2
10581
1000e
ISeE,
7TV
1-6'
11.11
6'-1'
PRECAST
(11.
O
(D2
B581
10000
Af
4455
8916
l'-B'
1
PRECASt
"I
(2)2
NO
I bm
4240
5491
8'-0'
11-8'III
(2) --
(2)
14M
And,
365E
l'.21
1-4'
T-0'
I PRECAST
(V _
(W2
6194
1cow35a
1066
9.4'
8'-0'
PRECAST
0)
)
529E
Sees
2121
5501
10'-6'
9'-1'
PRECAST
(2)
Q.i1
4006
504E
2094
424E
I.4
0'-0'
PRECAST
(1
6)"3
4221
4221
TO
359E
N 0'
10'-8'
PRECAST
(2
(2) 9
311E
311E
549
3no
U 6'
II-T
PREL/ST
(1)
3412
34Ye
M
289E
WA
12-0'
PRECAST
(1
n)9
299E
2950
218
sib
PRECAST
(1)
0)9
2131
2131
08B
2260
14-1.
13'-4'
SIRE%ED
M
(2)2
3231
3231
145
I4M
5 4'
Id'-0'
FRE61E9SED
F1)
fW2
2945
2945
603
1955
Il 4'
I6'-0'
PRESTRESSED
!1
(W 2
2100
1 Be
1
less
2-4'
IS-0.
PESTRE65ED
O/
(2)•3
IBB
5a
426
EH
20.0'
b'-B'
FRESTRE%HJ
O
(C
IL
Ass
397
10B
21-4-
30'-t'
PE5TRE90ED
O}
(2)9
1
93
Us
9
12-o
20'-B'
PRe"Ressid
(2)
f))9
31
aI
14'-0-
' 13'-5'
PRE8iRE00E0
'(1
fW 9
II4l
K1
2t4
5M
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
Be X 14" RECESS DOOR HEADER
LINTEL
JONGTH
GEAR
arm
UNTIL TYPE
LNTEL STEEL
B011i BAR TOP BAR
GRAVITY
CAPACITY
(SAL fl 5
GRAVITY
CAPACITY
(InL (IM
UFLIP
CAPACITY
ills. TAU
UPLPt
CAPACITY
III (2FA
3-
-
T
!
420
00
___Si
4-0'
1'-V
liffcAar
(2)2
f212
3651
W"
1410
4.1
7-10'
PRECAST
(i)2
().2
33%
9156
6143
psm0
4-4'
3-0'
PRECAST
(1)2
(2)V
sees
8053
bB9
9%ka
4 -8'
3-6'
PELA9T
(2)2
(2)n
251E
6231
5150
7216
5 -8'
4'-1.
PRECAST
f )9
3514
Sale
3211
p42
6-6'
11-4'PRI
Wall
213e
2138
Oat
2855
1.8
6'-4-
PRECAST
(21M
3J
1108
2E8
1645
226
8S'
T-4'
PRECAST
OR
1
180E
TO
1147
❑S
9'-B•.
B'-4'
PECABT
(V4
--72TT
RE,
1436
SNI
Mae
gL"
8/14-S-0) #5/01 #5
P
b
it
m
i'
•..
m
•.4
s asps•
l SAS.
A R C H I T E C T S
Des, n
pp
10U Inc.
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
I'�I'lllll'll
LomoOm�voaJ
SUBDIV. LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
M00-01
PROJECT#:
R5025.040/00001
PAGE:
LINTEL
LOADS &
DETAILS
(CAST-CRETE &
LOTT'S)
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
NOV 0 5 20i8
D E: 11/5/18
S /ALE:1/4"=1'-0"
SHEET
3. 1 OF 9
SQ.FT.
CALC.'S
IST FLR. LIVING
1,452
SQ. FT.
TOTAL LIVING
GARAGE
ENTRY
LANAI
1,452
3'B3
19
80
SQ. FT.
SQ. FT.
SQ. FT.
SQ. FT.
TOTAL
1,944
SQ. FT.
CU51C VOLUME
LIVING 12A32
SQ. FT.
EXTERIOR MASONRY
WALL 51;?4. HEIGHTS
................................
64, SRC.
LOAD 5RG. WALL
NON-5%, WALL
OOLPOMW AND CLADDING WIND LOADS BASK: WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL •
SOUARE
WK/DR
WNJDR SIZE
ZONE
160 K I H WIND
FOOTAGE
DESIGNATION
WIDTH
FEKHT
1
112
16 -0'
1132'
84'
5
26031 -44.03
OHGD
2
20
3068 DR.
36'
80'
4
30.64/ -30l04
3
11
25-SH
38,
(03,
4
3231/ -42.62
EGRESS
4
11
E�5
36'
63,
4
3231/ -42.62
5
42
5068 SGD
14'
60'
5
25.14/ -51.0'3
6
11
25-SH
38'
63'
4
32.31/ -42.62
1
11
25-51-1
38'
63,
4
3231/ -42b2
8
11
25-5H
38'
63'
5
30.64/ -51.16
EGRESS
9
11
38'
63'
5
30b4/ -51.18
EGRESS
WIND DESIGN CRITERIA
A. 5ASIC WIND SPEED MPH (3 SECOND GUST)
VULT=160 / VASD=124 MPH
5. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGORY=TYPE II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE 5ASED ON
THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE
PRESSURES TO 5E MULTIPLIED 5Y OAo TO MEET THE ALLOWA5LE
OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS.
2x6 u
s Ib' O.C.
CABINET SECTION
5M
E
rr--
10'-0" 30'-0"
0
V-011
11-0
�
0
4-1-- — — — — — — — — ■
I LANAI
6'-a' CLG.
(EFL)
7'-5" 5'-10" 14' 2"
I
I
5 I
O
145 6
O
O
g 25-SH
O
5068 SGD
25-SH
25-SH
EGRESS
■
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0
a
—
1'-4" 3'-10"
5'-6'
4'-5" 3'-6"
7' S"
7'-6"
6'
O
3-0 5F.
__C
I R/T
RACs
FOYER
86
e'-a' cLG.
4"
2-6 L---J I �i
a
IR ISH
2—CAR GARAGE
■# --
■
I5'-0'x20'-0'
0
' M.T.
a' -a' CLG.
m
(D
ELECTRICAL
u
PANEL
ENTRY
PAD -our
3' 2"
2'-10" -- --
■
N
U. I
STRUCK BLOCK
µ5
BEDROOM 2
m I=
° GARAGE WALLY
N
a' -a' CLG.
16'-0' X 1'-0' OHGD O
■--- -■ �
�
ern
- - - - - - - - - - - - - lose
OEGFESS
8'-01, 2'-4" 2'_4"
-8"
16'-0" -8°
10 -0"
4'-5"
19'-4"
40' -0"
FLuuR PLAN
SCALE: 1/4 = I'-0' ELEVATION 'A'
BM
A R C H I T E C T S
LONGWOOD, FL 32750 V
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�II'lllll"
SUSDIV. 8e LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
)C X00-01
PROJECT#:
R5025.040/00001
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
Nov 0 5
D TE: 11/5/18
CALF: 1/4"=1'— 0"
SHEET
4 OF 9
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-5078
FAX:407-774, 4078
www.abdesigngroup.com
AA #: 0003325
�II'lllll'�
E
8
A6i
W
E
O
C
SUBDIV. 8c LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.040/00001
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
NOV 0 5
I 19CALE: 1/4"=1'-0"'
SHEET
5 OF 9
CONNECTOR
Cg D7L CONTROL DATE: 01-01-15
SCHEDULE
SIMPSON
USP
DES.
UPLIFT
GRAVITY
UPLIFT
GRAVITY
FASTENER
META-I6
1450
—DES.
HTA 16-18
1400
PU IOd x 1 1/Y -PLY, (6) 166 2-PLY, (U6P: (10) 106 X 1 In' -NO I66 OPTION)
(2)-ETA-16
1685
(2) HTA6-18
28P.0
(10) IOd x I IR" -PLY, CUSP: (10) led x I In.)
1900
—
04l Ibd 2-PLT (USP, NO I6d OPTION)
NET4-16
181E
HTA 16
1615
(9) IOd x 1 IR' I -PLY, (8) Ibd 2-PLY USE: (10) IOd x I IRS NO Ibd OPTION
HE74-20
181E
NTA 20
1615
(9) IOd x I In' -PLY, (5) Ibd 2-PLY U6P (10) 10d x 1 IR', NO 166 OPTION
}
(2) HETA-20
2035
(2) HiA-20
311E
(10) IOd x 1 1/24 I -PLY USP. (10) 106 x 1 In
250E
(2)16d 2-PLY (U6P: NO I66 OPTION)
Z
Q
LGT-2
2150
LUGT-2
IS15
(V - 1/4' x 2 1/4' TITEN, 2 PLY CUSP; ELK (5) 1/4' WE, WOOD (16) 11
L0
DETAL-2O
248E
NO U5P CONVERSION FOR SIMPSON DETAL-20
(I0) - IOd x I In, I PLY
MGT
3965
MUGT
400E
lV S/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (2D 10d TO WOOD (USP: (28) IOd TO WOOD)
HS7-2
10950
HUGT-2
9365
(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (IS) 10d TO WOOD CUSP: WOOD (6) 10E)
HGT-3
1053E
HUCT-3
9365
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (16) 10d TO WOOD CUSP: WOOD (8) ISE)
LGT3-SDS25
32S5
LUGT-3
533E
(12) SDS I/4'x2 I/V TO GIRDER, (4) 3/5' x 5' TITEN HD TO WALL CUSP; CONIC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W625)
LTA?
1210 PARALLEL TO WALL
1425 PERPENDIOULAR TO
WALL
LPTA
1555
(10) IO d x 1-1/2' (USP• (10) 10d x 11R.
vGT
494E
NO ASP CONVERSION FOR SIMPSON VGT
(1) 5/5' ATR, IN HIGH STRENGTH EPDXY (MIN. I]' EMBED(, (Ib)-5DS 1/4'X3' TO WOOD
(2) VGT
1185
NO LISP CONVERSION FOR SIMPSON (2) VGT)
1 (2) 5/S' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 1/4'X3' / 2 PLY
MTS-12
(coo
I
MTW 12
1595
(14) 10d x 1 In' (USE: (14) 10d x I IR', (14) IOd)
HTS-16
1150
HTW 16
1660
(16) IOd x 1 1/2' CUSP (16) 10d x I In', (6) 106)
HTS-20
145E
HTW 20
2045
(24) 10d x 1 I/2' CUSP: (24) IOd x 1 I1 IOd)
HTS-24
1450
HTW 24
2045
(24) ICE x I In. (U6P, (24) 11 x I IR', (20) IOd)
LSTA-12
525
LSTA 12
210
(10) 106 USP, (10) 106
(n
LSTA-Ifi •
'235
LSTA 18
1560
(14) 1Od USE, (14) 10d
MSTA-16 ••
SIS
MBTA-B
1315
04) IOd USE: (14) 10d
MSTA-24 F.
1640
M5TA-24
1750
(18) 10d ASP: (18) 10d
d.
116TA-30 ••
2050
115TA-30
2140
(22) IOd USP (22) 10d
MST-1-36 •
2050
MSTA-36
2525
(26)10d USP: (26)106
F-
M571-36
3500
K5T1 236
309E
(36) 10d x I V2' U6P, (36) 10d x I in'
U)
M571-48
5065
KT51 248
425E
(49) 10d x 1 I/2' USP: (48) 10d x I IR'
H6
950
j
LPTA 6
1595
(5) 8d TO PLATES, (6) 8d TO STUDS NSP: (I6) 8d x 1 112, (IS) 5d>
5P4
885
SPY 4
SAS
(6) IOd x 1 In' TO STUDS USP: (6) IOd x 1 I/T TO STUDS
434
395
MP 34
410
(4) 8d x 1 I/T TO BEAM, (4) ad x I IR' TO POST. USP: (4) 8d x I IR' TO BEAM, (4) ad x I In' TO POST,
HCP2
645
HHOP 2
1010
(12J IOd x I In' USP: (10) IOd x 1 In' TO TRUSS (10) IOd X I R' TO PLATE
HIOA
134E
RT 16A
2180
CIS) IOd x I In, USP: (9) 106 x 1 112' TO TRUSS, (8J ;i X 11/2' TO PLATE
vGT a HDU4
4565
PHD 4A
4535
_
Ca)-SDS 1/4'x3' TO WOOD, /10)-SDS 1/4'4 I/V W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
U5P: 5/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, 60) WSW WOOD SCREWS
VGT I HD'IS
494E
-Dx 10
511E
(16)-SD5 1/4'x3' TO WOOD, (3)-3/4" STUD E01-78 W/ THREADED ROD, (2) NU7S/WASHER2PLY
USP: 1/e' ATR MIN. l" EMBED SET IN HIGH STRENGTH EPDXY, (4) VB' THRU-BOLTS
Q
Q
ABU 44
2200
6665
PAU 44
2535
6TIE
13815
(V 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (11IN. T EMBED.) IN CONIC., (12) I6d TO WOOD USP: SAME AS SIMPSON
ABU 66
2300
12000
PAU 66
2535
(I) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (12A&d TO WOOD U6R GAME A8 SIMPSON
LTTI9 ++1
1340
LTS 19
R05
(U 3/4' ATR, IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONO., le)Ad TO WOOD U51E: SAME AS SIMPSON
LTT2OB •••
150E
LT5 20B
1105
(1) IR' ATR, IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ IN CONG, (IO)IOd TO WOOD
USE 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, 00) IOd x I n% 2-IR'
HT74
4455
HTT45
4465
(I) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN Y EMBEDJ IN GONG, (IS) SD'10 X I In' (U5P: (20) I6d X 2-In')
U6P HAS MORE NAIL OPTIONS: (20) IOd, (20) IOd x -1/2', (20) Ibd x 2 In'
Q
HTT5
609E
HTT45
543E
(1) 5/8' .T 8' A.R IN HIGH STRENGTH EPDXY (MIN.'I- EMBED) IN CONC., (26) I6d X 2 IR' (U5P, (20) I6d X 2-1/2.)
USP HAS MORE NAIL OPTIONS; (26) 10d, (28) 106 x -I/?', (20) I6d x 2 IR'
HHDOII-SDS 25.
11,810
U-FD II
1209E
(I) !- AT.R IN HIGH STRENGTH EPDX', (MIN. 10' EMBED) iN CONC, (24) SDS )C' x 26' WOOD 5CRE16 CUSP . (24) U63 WOOD SCREWS)
HD-B
6645
511E
(V 1/8" AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBER) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U6P: (411/V BOLTS)
V)
CBHA 356/1/25
3415
5330
U
3165
1130
SIMPSON: O 3/4' ATR M HIGH STRENC-T'4 EPDXY, (MIN. 6,T5' FM5FDM5NT) IN CMU YOP, (U 3/4"
A.TR, IN HIGH STRENGTH EPDXY, MIN 6.15' EMBEDMENT) IN CM4 FACE, (15)10n TO BEAM
USP: (U IR' J-BOLT W/ MINIMUM Si EMBED. a NOT -E55 THAN 4' FROM EDGE OF CONC W' 3+4" DIA ITW
RA (SET/REDHEAD DYNA SOLT 6'_EEVE ANCHOR OR EO, W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE.
T
Li
W
(�
HU5C412 (WOOD)
3635
266E (FLR)
FF
306E
2S30 (FLR)
3225 (ROB/
(10) I6d TO HEADER (10) Ibd TO WOOD ASP : SAME AS SIMP50N
32651ROOF)
QHU041ID
(CMJ)
1810
5085
1905
3115
(18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMJ, (10) 10d TO WOOD (LISP (a) 1/4' x 3' W63 SCREWS, 00) 106 TO WOOD,
I
HUC210 2 (CMJ)
181E
5085
-
�
1905
3115
) 1/4 2 3/4 -;TEN (9 P -L.ANG ) TO CMU (10) 10o -O WOOD. (U5P: (15) 1/4" x 3' W53 SCREWS 00) IOd TO WOOD
(BR E
HUO2ID 3 (CMU)
181E
400E
19PF �
3115
4 4 _ T N 9 P R FLANGE) TO CMU ('O11Od T O WOOD: (U5P (8) 1/4' x 3' W53 5CREW5 (10) 10d TO WOOD
(BJ / x 2 / 1 E < ,
LGUM26 2-SDS
1430
5595
NO USP CONVERSION FOR 51MP50N LGUM26-2-5FS
(4) 3/8 x 4 TITEN HD ANCHORS l2 PER FLANGE) TO CMJ, (4)1/4' X 2 IR' SDS SCREWS TO WOOD
HIGH STRENGTH EPDXY = 5:MP5ON 'SET EPDXY -TIE". CONTACT THE ARCHTEGT/ENGINEER OF RECOWCD FOR LLRITTEN APPRi PRIOR TO SJ56TITU7ING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT i8 GREATER THAN l' DEEP, THE VERTICAL SELL IN CML_ WALL MUST BE FILLED SOLID u/ GROUT.
+ 106 COMMON NAILS CAN BE 5U55TITUTED WITH 106 x 1 1/2' NAILS !N CONJUNCTION WITH A 23 a REDI+CTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS RECWRED FORTH! A PLICATION
FIR OR TO INSTALLATION.
N
++ MINIMJM EMBEDMENT MTO THE TOP OF A BONDBEAM WELL BE 5', MINIMUM EMBEDMEH- INTO THE FOUND'- ON SILL BE 1'
W
F-
ATR A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENG-'H, ETC. VARIES)
OBECAUSE
OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRAC-OR --5T BE RE5P0N515LE FOR MAKTG SURE TH4- "FE PROPER CORROSION PROTECTION
IS USED.
WHEN U51NC- STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / p+DG- GALVANIZED CONNECTORS, USE=ASTENERO G4-V4NIZED PER 467M-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WR17ry1 AEFR01L_ FROM THE ARCHTECT'=NGINEER OF RECORD PRIOR TO USE,
ALL CCNNEC+OR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013" , "HIGH W ND-RE6 5—AN— CON5TI0: C^ C-HW'09 AND ANCHORING a FASTENING SYSTEMS FOR CONCRETE e MA6O PT CATALOG
C—SA6-2012.
EXTERIOR MASONRY
WALL 51 i. HEIGHTS
NON-B NONI
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER &PAN (ft.)
UP TO
5'-O' TO
V-m'
U.N.O.
4'-11 1/2'
,'-II 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
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 ROORFLOOR TRUSSES.
5, HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O. ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FUR, TRUSS/BEAM MUST
NOT BREAK 1'4" MIN, FROM 2ND, FLR. LINE
(2) META-Iro
N
c„
F
n
E
E
�Q V-
IROOF l �1 1 d
SCALE: 1/4 = 1'-0" ELEVATION 'A'
C`/
6
(2) META -fro
( A R C H I T E C T S
4Design
Grou 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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�II'lllll"
Lv�OmomvomJ
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BUBDIV. 8c LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.040/00001
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
D E: 11/5/18
s ALE:1/4"=1'-0"
8 EET
OF 9
A R C H I T E C T S
ELECTRICAL LEGEND
5YM50L
DEFINITION
NOTES
110V DUPLEX
RECEPTACLE
IIOV FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
IIOV SWITCHED
BOTTOM HALF ewITCHED
DUPLEX RECEPTACLE
�CzFI
IIOV CTFI DUPLEX INTERIIFTERIT�
EQUIPPED W1 GROUND FAULT
RRESISTANT
RECEPTACLE
®
220V RECEPTACLE
4 WIRE CaNECTION
IIOV DUPLEX
EQWFPED v GRAIND FAULT
LUP
� I
RECEPTACLE
INTERUPTER (WEATHER PROOF)
SWITCH
3
3-WAY SWITCH
4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
y
LIGHT FIXTURE -
RECESSED
LIGHT FIXTURE -
HANGING
LIGHT FIXTURE -
CEILING MOUNT LED
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE-
KEYLESS
K
LIGHT FIXTURE-
V.P.
VAPOR PROOF
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UC
UNDER CABINET
—
LOW VOLTAGE
PANEL
PANEL
man
METER
SMOKE
GATT, e40-UP W/ HARDUARE
SD
DETECTOR
INTERCONNECTED
CARBON MONOXIDE
BATT. BAcK-up w/ HAl;vuRE
DETECTOR
NTERCONNECTED
CEILINGS BOX T. aARED TO BE
J-BOX
SUPPORTED M ACCORDANCE w/
O
BOX MAWED A9 °.UGH FOR
INSPECTION
FLOOD LIGHT
pG
DOOR CHIMES
ty
TELEVISION JACK
T
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
94,891
CALCULATED LOAD
FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
TRANSFOq"RR BANK: 50kvA
VOLTAGE: 1620/13200-240/480V
SERVICE: SINGLE PHASE
TYPE, UNDER31ROUND
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
AT SECONDARY SIDES (120/240 VOLTS)
MAX" FAULT CURRENT: 18350 emp6
POWER COMPANY
TR NSFOM IER
SERVICE BY OTHERS
(3) • 1 THHN/Ir" COPPER CONDUCTORS,
(U • 6 THHN/THWN COPPER GROUND M 2" CONDUIT.
NEMA 3R 200 AMP
120)240
COMBO VOLT 42
DISCONNECT CIRCUITS
M AND METER MLO
CAN
200
AMP. PHONE / DATA r
WEATHER L
PROOF BOX
200 AMP ELECTRICAL RISER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
1 BONDING TERMINAL
TALE CONNECTIONS
PROVIDE 04 THHN/'rWM COPPER CONNECTED
TO CONCRETE ENCASED ROOTER STEEL AND
COLD WATER PIPE.
Nl2SE. IF PVC 16 USED THERE IS NO
BOND/GROUND TO COLD WATER PIPE.
CABLE / TV
WEATHER
PROOF BOX
LANAI
FAN/CEILING
PRE -WIRE
I
c-srl
I Li
- _ 6 _.
DINING \\
GREAT ROOM
i \
I
/
GFI _
P.H.
JACK al 1
10
Tl; I
DED. 20 AMP
I
OUTLET FOR
M. WAVE \ \ I
a \ GFI \
I�
KITCHEN
■ -C GF OPT.
�. --(ip--11 REF. �A/C \�
BEDROOM 3
G)
.BATH 1
T
R/A
OWNER'S SUITE
/
0. BATH
II li M `�
r -I-- 1 1 W.I.C.
II
L
GFI a
f 44' AFF
LIGHT 4
SWITCH
IN ATTIC
E AAJ
wH ��
OH
GONp.
FOYER \
SPRINKLER �!
TT \\ 2—CAR GARAGE CONTROL
u
BEDROOM 2 O
[ ENTRY
I fI
COACH
LIGHT
1
I
1
I� i GFI OUTLETGLG.
I
/
/
ELECUDUC L PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'A"
WP GPI
4�+Design
VIioU InD.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. a b d es I g n g ro u p. co m
AA #: 0003325
��emmosamg
E
8
O
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ISTJBDIV. & LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
XXX00—Ol
PROJECT#:
R5025.040/00001
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
Nov o
ATE: 11 /5 /18
SCALE: 1 /4"= l' — O"
SHEET
7 OF 9
A R CH IT E C T S
NVR - Business Use Only
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit # Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes
Product
Opening
Design
Pressures
Product
Rated
Design
Pressure
Manufacturer
Model #
Product
Approval
Number
Glass Type
Method of Attachment
Windows
+32.37/42.62
+50/-60 DP
Ply Gem
Series 4712 Flange
FL 14039.1
non -impact
# 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3)
Mullions
N/A
+/-7S DP
Ply Gem
Series 470D Flange
FL 15264.2
N/A
Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2)r minimum edge distance
Fixed Glass
+29.6S/-38.87
+/-SS DP
Ply Gem
Series 4701 Flange
FL 14434.1
non -impact
# 10 Wood Screw with sufficient length to achieve 1.1/4" embedment, UQUired anchors: Head (3), Jamb (3)
Sliding Glass Doors
+28.74/-42.62
+/-50 DP
Ply Gem
Series 4780
FL 14634.2
non -impact
3/16' Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/sill (6), Jamb (5)
Swing Type Doors
+30.64/-30.64
+67.01-67.0
Therma Tru
3'0"x8'O"
FL S891.5
N/A
ITW Tapcon X", Min Embedment 1.1/4", Min Clearance to edge 2, Min Clearance to adjacent anchor 4"; OR ELCO
Tapcon 1/4', Min Embedment 1-114", Min Clearance to edge 1", Min Clearance to adjacent anchor 4'. Anchor
spacing Max I&S" O.0
Garage Doors
+25.91/-31.39
+36/-42
Clopay
160 model 73WG
FL 16546.4
N/A
Jamb to block on vertical jamb 4" X 1 4" min embedded Tapcon. Max spacing of 71 2" and 1" OD steel washer
required.
Hurricane Protection
N/A
+40/40
Eastern Metal
24ga Steel Panels
FL 11964.2
N/A
1/4" Tapcon Anchors, SG Tapcons or 1/4' X 3/4". All points Solid -set Anchors.
Roofing Material
N/A
N/A
Tamko
N/A
FL 18355.1
N/A
Soffits (Panel Walls)
N/A
N/A
Ply Gem
Mastic Soffits
FL23352.1
N/A
Structural Component
N/A
N/A
Huber Eng.
ZIP System
FL 17147.1
N/A
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current rode provisions.
Name: James Joseph Cantwell Signature: seal
Design Prof: Architect Cert. No. AR0012079 Date:
01116
Design
GP®u plinc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
xXX00-01
PROJECT#:
R5025.040/00001
PAGE:
PRODUCT
APPROVAL
160 IMPH EXP. C 0*4
11111111
ARCHI'TECT;
STATE OF FLORIDA
ftl(J� U y
NOV 0 5 2/
DATE:
11 /5 /18
SCALE:
1/4"=1'-0"
SHEET
8
OF 9
=1
(0 5 MBAR VERTICALLY
(0 5 REBAR VERTICALLY UP CONIC.
POURED CELL
(2
!25'' MIN M LAP)
POUND CELL (25' MIN LAP)
I R-4.1 MSUL. MIN.
�TEXTUf1ED CEMENTIOUS COATING
z _ 8' CMU
a-
z PER (ASTM C826) (TYPJ
p
IL
LQ S'CMO
n E
LQ -
N _ 1/2, GYP. IL. BD.
st 0 CURB HEIGHT VARIES
/ WOOD BABE
`
,
_
z
�z
L
IR' CONC, REUNF. W/ 6'x6'
AXWIA WI.F OR FIBER'IESH ON
L '
3 VL' CONC, REMF. W/ 6'x6'
-MIL POLY ETHYLENE VAPOR
F(21)
= W.4xW.4 UALF OR FIBER`IESH
ARRIER ON WELL -COMPACTED
ON 6-MIL POLY ETHYLENE
LEAN TERMITE t1�ATED FILLVAPOR
BARRIER da
Z K WELL -COMPACTED CLEAN
CE88
i � 4' 4' 4' TERMITE TREATED FILL
n U
'^ U I'-0'(2) 5 REBAR ON CHAIRS
EBAR ON CHAIRS
1-STORY FOOTING
1--STORY FOOTING
W BLOCK WALL
A T GARAGE
C LE: 1/2 •I-0'
D
4 : I/2 •1'-0'
WALL BEYOND
` WALL BEYOND
3/4' RECESS, FOR
PAVERS GARAGE DOOR
3 w. cocC nw. UY 6'xb'
z UR4AU WIF OR FEIER'ESH ON
,n r "IL FOLY ETIrLDE VAPOR
`*
w -�, BARRIER DELL-CO'PA.CMD
Qr CLEAN TER'IITE TREATED FILL
NII a• ' -II3I/!'GONG. IREMF. W/ 6'x6'
WIAxWA WIF OR FIBER'IESH ON
xW1A Aw OR 1gERMESH ON
PAVER - 15 MIL POLY ETHYLENE VAPORMILCARR
B,ggE BARRIER ON WELL-COMPACTEDCLEAN
A
RCN
V4'&'fQ9CESS
ON
TER'IITE TATED FILLFEBAR
FOOTING
WELL TEED
EAN TERMITE T�ATED FILL
4' 4' CHAIRS
BEYOND
W
EXTEND FOOTING (0 5 REBAR ON CHAIRS
F(OR PAVERS
GARAGE STEP -GP
TINDER PAVERS
M15AR ON CHAIRS
NO_N-BEARING
f CALE: !1 .1'-0'
GARAGE DOOR FOOTING
\ U J SCALE: V!'•I'-0'
PAVER RECESS
ENTRY DOOR
cl SCALE:
SEE MANUF. PRODUCT DETAILS
FOR REQUIRED SIZE AND DEPTI
Z
O° RECESS FOR 84D. TRACK
m
w VARIES
-
FINISH FLOOR
(1) REBAR SET IN SIMPSON HIGH
`" 5
s--
R
w
Z STRENGTH EPDXY W EMBED. MIN.
(2) 5 REBAR 1-STORY
L
(3) 5 W13AR 0 2-STORY
—
>
CONTIS TO BE
CONTINUOUS
3 112' CONC, REINF. W/ 6'x6'
'
_ - 111Ax01A WLIF OR FIBERMESH ON
°
b. 6-MIL POLY ETHYLENE VAPOR
BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL
2'-I' MIN. LAP
SLAB AT S. G. D.
TYP. RETROFIT FOR
11 SCALE:r•T-O'
A OMITTED DOWELS
�j��REBAR LAP AT FOOTING
SCALE, /2 • 0' -
JJ SCALE: I/1'•I'-0'
TIE VERTICAL P.£BAR
TO HORIZATIONAL
REBAR W/ 10' HOOK
GROUTED BOND BEAM
VARIES PER ELrV.
,a
CLEANOUT REWIRED
FOR INSPECTION
Z
n
0'-0' FM. FLR
(0 5 VERT. DOWEL
LAPPED W/ BOND BEAM
VERTIC AL REBAR
0 5
(1 REBAR AT COR4ER8
- TO HORIZATIONAL
�.� REBAR W/ 10' HOOK
W/ 25' LAP MIN.
L�in
TYP. REBAR LAP
HORIZONTAL/ VERTICAL
AT LINTEL CORNERS
F REINFORCING
c I/2'• -0'
SCALE: I/1'•I'-0
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III"IIIII
�a000mvOJ
[STJBDIV. & LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
XXX00-Ol
PROJECT*:
R5025.040/00001
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
[�j'0v 0 5 NIB
D TE: 11/5/18
GALE: 1/4"=1'-0"
SHEET
DI
LT NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
❑ DO NOT EXCEED �' � DO NOT EXCEED
8' CMU BLOCK 8' CMU BLOCK
' DRYWALL' DRYWALL WINDOW/DOOR JAMB
P.T. Ix4 or J'x4' MIN. ❑ Ix4 or Ix2 P.T. NAILER P.T. Ix4 or'x4' MIN.
FASTENERo�GNEDULEF A OOR JAMB Bauer DOOR CASINCx FAS(SEETENER SCHEDULEFOR ATTDOOR JAMBACHMENT) Ix4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER
POOR CASING SCHEDULE
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED t0 BLOCKING
EACH END and 9 18' O.C. MAX P.T. Ix4 or'x4' MIN:
PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
(1) �&' TAPCON (MIN. EMBEDMENT 1 4')
WINDOW TO BLOCK (+Y4 or + 4 WINDOW TO BLOCK (+3") 8' FROM EACH END and .9 IS' O.G. MAX
or
DOOR JAMB TO BLOCK (+Y4 or +5/") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and
A SCALE: I'18' O.C. MAX
:I' 4E `'CAI E: I'-1 MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 14'
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (I) a' TAPCON
❑ DO NOT EXCEEDF] DO NOT EXCEED' (MIN. EMBEDMENT 1 4') 8' FROM EACH
8' CMU BLOCK END and s IS' O.C. MAX
DRYWALL
8" CMU BLOCKDRYWALL ' or P.T. Zx (1) DRIVE PIN, 8' FROM EACH END and
(SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 6 18' O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOUNDOOR JAMB BLOCKING �6' 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
MIN. EMBEDMENT 141
SHINGLES OR TILE (PER COMMUNITY SPECS)
(ATTACHED t0 BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW
PER MFR'S SPECIFICATIONS EACH END and le 16' O.C. MAX (ATTACHED TO BLOCKING
OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: MEKI
INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECUE TO BLOCWINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENTK4') 8') FROM EACHS
TAPCON
foTH EDITION 1201U
DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (lx or �&' OSB) END and s 18' O.G. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B W/' TAPCON MIN. 1 4or
,' EMBEDMENT INTO BLOCK l2) DRIVE PENS, 8 FROM EACH ENp and
METHOD PER NAILING SCHEDULE SCALE: I'=r-0'
RE -ENGINEERED ROOF TRUSS 9 16' O.C. MAX
EMBEDDED STRAP AT7 OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6') MIN. SHANK SIZE .145
MIN. HEAD SIZE
(PER PLAN (R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN, EMBEDMENT �4'
4F scALE: r,L_m,
� ---•— SHIM AS NEEDED
TO PLUMB JAMB.
METAL DRIP EDG - - 4'
- 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/ J' DRYWALL NOTE: (MIN. EMBEDMENT 14') 8' FROM EACH
ALUMINUM SOFFIt (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER LT SHIM AS NEEDED END and * IS' O.C. MAX
ER PLAN (SEE WINDOWCOOR JAMB BLOCKING TO PLUMB JAMB. or
RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB (4' WIDE MIN.) l2) DRIVE PINS, 8' FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING 1:1
DO NOT EXCEED 4'
ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW 0 18' O.C. MAX
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145
PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300
r
NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14'
STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.)
_71ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT
THROUGH NON-STRUCTURAL MEMBER Nx or 1' 055) POOR CASING P.T. (2) 2x4:
PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) w/' TAPCON MIN. I I' EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL
e a MEMBER w/ (2) 12d NAILS 8' FROM 17—"OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON
PLACE SILL (PER BLDR) 'GYPSUM WALL BOARD EACH EN[) and 9 16' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") 8' FROM EACH
TEXTURED CEMENTITIOUS PER MFR'S SPECIFICATIONS) END and * IS' O.C. MAX
� I) "5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6) or
COATING MIN. (PER ASTM GONG. POURED CELL 15 NOTE: (IJ DRIVE PIN, 8' FROM EACH END and
C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+l 16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED IS' O.C. MAX
8' CM ' P.T. FURRING STRIPS IV O.C. C4C SCALE: r=r-m' THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSBJ MIN. SHANK SIZE .145
w/ 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
OD BASE MIN. EMBEDMENT 14°
Li NOTE: WINDOW TO BLOCK (+3 %6")
SHIM AS NEEDED
4 TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 716") P.T.
E URETO BLOCK w/ (2) 4' TAPCONS
ONC:RETE SLAB DO NOT EXCEED 4' 4G SCALE:
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14') 8' FROM EACH
AND REINFORCEMENT) 8' CMU BLOCK ENE) and 9 IS' O.C. MAX
XTERIOR WALL FOOTING' DRYWALL UPLIFT UP TO 1115 lb or
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and
BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING SIMPSON HT520 wl (10) 10d NAILS TO TRUSS 4 e IV O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT P.T. l4 WIDE MIN.) (4J 'X2 4' TAPCONS INTO BOND BEAM -ENGINEE
2 SINGLE STORY SCALE: 3/4'=I'-0' ED4 RED MIN. SHANK SIZE .145
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300
(ATTACHED TO BLOCKING ONTINUOUS BONA MIN. EMBEDMENT 141
BATT INSULATION ADHERE[) TO CEILING' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS:7 UPLIFT UP TO 2350 lb BEAM
BOARD (R-VALUE PER ENERGY GALCS) STRENGTH CEILING BOARD (2) SIMPSON HT620 EACH SIDE OF TRUSS w/
NOTE: (10)10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS P.T. (2) 2x8: RE
- STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCONS
THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 065) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT 14") 8' FROM EACH
w/' TAPCON MIN. 14' EMBEDMENT INTO BLOCK END and a IS' O.C. MAX
-- TTAPCONS MIN. or
OPENING 22° x 30' MIN. L
WpOD CASING AT SIDE WINDOW TO BLOCK (+2 %) 1 2" COVER (2) DRIVE PINS, 8' FROM EACH END and
ATTIC ACCESS 1 » 2' APART a VOL. MAX
NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145
3 MIN. HEAD SIZE 300
SCALE: N.rs. SHALL COMPLY WITH MIN 30' HEADROOM W00[) CASING 4 GYP. MIN. EMBEDMENT 14'
PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD ITYP) 4D SCALE: r=r m' S scALE: Nrs.
A R C H IT E C T S
Design
ro u p inc.
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
�IIII"IIII
�
ommv■oovmJ
SUBDIEV. 8e LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
MOO-01
PROJECT*:
R5025.040/00001
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
11 /5 /18
.SCALE: 1/4"=1'-0"
SHEET
D 2
A R C H IT E C T S
Design
p
1 ouInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�'llll'llll
Lomoo■o000�
SUHDIV. & LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
)M00-01
PROJECT#:
R5025.040/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
NOV 0 5 2018
TE: 11 /5 /18
[ SCALE: 1/4"=1'-0" 1
SHEET
D 3
VTCR o.
(1) a EA
Y O.C. M.
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'4-0'
0
0
0
SECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
0
C'
—SECURE 2x6 MIN. TO BLOCK w/
(2)Y' x V ANCHOR BOLTS w/ 2'
WASHER SET IN SIMPSON or USP
HIGH STRENGTH EPDXY
(MIN. (o' EMBEDMENT)
—SECURE 2x6 MIN. TO BLOCK w/
(3)Y' x V ANCHOR BOLTS w/ 2'
WASHER SET IN 6IMP60N or USP
HIGH STRENGTH EPDXY (MIN. 6'
EMBEDMENT)
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'=r-0'
' TEXTURED CEMENTITIOUS
COATING MIN. (PER ASTM
C926) OVER CMU
GALVANIZED STEEL TRACK BRACKETS
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS
PER MANUFACTURER'S SPECIFICATIONS}
B SECTION
SCALE: N.T.S.
RE -ENGINEERED TRUSS
$' GYPSUM BOARD OR
' HIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS 6 24' O.C.
(SIZE PER PLAN)
-SECURE BOTTOM PLATE TO
SLAB w/ Imd MASONRY
NAILS 6 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
a
INTERIOR NON -BEARING WALL
WOOD STUDS
SCALE: 3/4'4-0'
-ENGINEERED TRUSS
`—f GYPSUM BOARD OR
'' HIGH STRENGTH CEILING
BOARD
%8' TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
GYPSUM WALL BOARD
3 W METAL STUDS (25 GAUGE) a
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/ IOd x 1' MIN. MASONRY
NAIL w/ WASHER 9 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:3/4'4-0'
(1) REBAR VERTICALLY IN CONC. POURED
CELL (SIZE AND LOCATION PER PLAN)
CMU BLOCK
WEATHER STRIP MOLDING AROUND DOOR
(PER MANUFACTURER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)V x V ANCHOR BOLTS w/ 2'
WASHER SET IN 5IMP50N or USP HIGH
STRENGTH EPDXY (MIN. 6' EMBEDMENT)
GARAGE DOOR (BY OTHERS)
GALVANIZE[) STEEL VERTICAL TRACK
(BY OTHERS - INSTALLED PER
MANUFACTURER'S SPECIFICATIONS)
A R C H I T E C T S
yDesn
1 )U Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
I'�"'llll'll
�0�00��000J
E
8
iN
E
L
C
SUIBDIV. & LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
)M00-01
PROJECT#:
R5025.040/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
NOV 0
TE: 1-1 /5 /18
1! SCALE: 1/4"=1'-0" 1
SHEET
D 4
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINT5 TO BE WIRE TIED
TO LATH ia 9" O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF 5TUD EX15T5 BEYOND EXCEPT
5TAPLE5 W/ %s" LEG MAY BE USED TO TEMP.
5ECURE CONTROL JOINT DURING IN5TALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE 5PACED
7" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4
NOTE:
I. FASTENER5 FOR LATH TO BE NAILS OR
5TAPLE5 IN COMPLIANCE W/ A5TM C1063
2. WIRE TIE5 TO BE (N0. 15) 0.0415" WIRE
3. BLOCKING 5HOWN MAY BE IN ADDITION TO
WALL 5TUD5 REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLA5H I —
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHE5IYE DIRECTLY
TO 055 AROUND PENETRATION
OR LE55 PIPE PENETRATION
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH 1 IN HALF
(LENGTH W15E WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH I
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH I TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLA5TER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF A5TM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH A5TM C 1063-12A
airr 1
IN5TALL FA5TENER5
(CLIPS, STRAPS, 5TAPLE5)
A5 REQUIRED TO 5ECURE
PIPE/ WIRE TO FRAMING
3 PIPE PENETRATION DETAIL
BCALE: N.TS.
TO
$" THICK, 3 COAT CEMENT
PLA5TER
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FA5TENED
@I" (VERT.) O.C. MAX AT 5UPPORT5
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
TO PROTECTED FLASH TAPE
MIN.
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO 5" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON 5TRUCTURAL STUD
TYPE "M" CONTROL JOINT
1 SGALE: N.TA
NOTE: APPLY SEALANT AT "M" CONTROL
JOINT END TO END CONDITION5
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLA5H 1 TO THE 5HEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES.
SECTION
TAKE 5ECOND PIECE OF FORM
FLASH 1 AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRE55ED DOWN TIGHT TO THE
PIPE AND 5HEATHING.
TAPE WRB LAYER #I,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLA5H I
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO 5HEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE:
SIDE LAPS OF METAL PLASTER BASES
5HALL BE SECURED TO FRAMING
MEMBERS. THEY 5HALL BE TIED BETWEEN
5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). A5 PER A5TM C1063 1.5.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL 4 STICK
WOOD 5TU
5HEATHI
WRB #1 TAPED T,
SHEATHING w/ WI
*2 OVER TOP. Wf
#2 TO BE LAPPE_
VERTICALLY (o" MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE III
VERTICAL LAP MIN.
wl\IJ "#.,t 11—IN L,
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
HORIZONTAL LATH PAPER LAP
& PAPER DETAIL 2 SCALE: N.T.S.
WOOD SHEATHING
WATER RE515TIVF BARRIER
LAP SIDING (PER ]BUILDER)
WEEP SCREED
MINIMUM CLEARANCE
(PER MANUR 5PEC5)
5"XI" GONTINUOU5 GALV. METAL
STEP FLA5HING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP 5HINGLE - DO NOT NAIL
ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 SCALE: N.tS.
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" o VERTICAL LAP5 (ROLL END5) 4
6" Q HORIZONTAL LAP5.
LATH VERTICAL
LAP TO BE I"
METAL LATH
TAPE WRB LAYER
01, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER 12, FORTIFIBER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO 5HEATHING
5HEATHING
LEGEND
:011 rA I DRAINAGE PLANE
r/� I IWRB LAYER 1,
5TUCCOWRAP OR
"` APPROVED EQUAL)
z
r
e
0
STUCCO
WRB LAYER #2
z (FORTIF15ER
BUILDING PAPER OR
76 APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD 5HEATHING
5ELF-ADHE5IVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.I / 45TM C-54l -09,
MIN. 2.5 L55. PER 5Q. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET 5PECIFICATION5)
WRB: WATER RE515TIVE BARRIER
A R C H I T E C T S
Design
Group -,...
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIIII'llll
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SUHDIV. & LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
moo—o1
PROJECT#:
R5025.040/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
NOV 0 5
ATE: 11 /5 /18
CALF: 1 /4"=1' — 0"
SHE�E��T�
VV AI
$" THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAPS KICKOUT
DIVERTER 1" MIN.
STEP FLASHING
FELT UNDERLAYMENT
SHINGLE ROOFING
DRIP EDGE: OVERLAP 311,
EXTEND 1/2' BELOW
SHEATHING, MECHANICALLY
FASTEN 4" O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING
AT 50TTOM OF ROOF 4 WALL
INTERSECTIONS
WR5 LAYER #2, FORTIP15ER 5UILDING
PAPER (OR APPROVED EQUAL)
WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYER5 OF BUILDING WRAP OVER
NAILING FLANGE, STOP WR5 APPROX.
1 %' A50VE SHINGLES
ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
FASCIA WRAP
5KICKOUT DETAIL
SCALE: N.Ts.
"^t " *^ nEGEIVE 1 COAT OF 5HER-CRETE
'.ONCRETE WATERPROOFER or
;OAT PRIOR TO ELEC. METER
ON
(PER 3/WAI)
ELEC. METER FIELD VERIFY
LOCATION
ELFC. METER FIELD VERIFY LOCATION
APPLY SEALANT AT TOP 8
SIDES OF ELEC. METER 5OX
AFTER STUCCO INSTALLATION
ELECTRICAL CONDUIT
PENETRATION
&3CALE; KTS.
SEALANT ON TOP 4 SIDES ONLY
- CAVITY TO 5E FILLED WITH RIGID
POLYMERIC I5OCYANATE-POLY5LEND
FOAM ('GREAT STUFF" OR SIMILAR)
I '—FLASH OPENING WITH PROTECTO FORM FLASH 1
SELF ADHERING FLASHING PER FLASHING
METHOD AS DESCRIBED IN DETAIL 3 OF WAI
'PIPE PENETRATION DETAIL"
APPLY 1 COAT OF 5HER-CRETE FLEX15LE CONCRETE
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN
OR METER CAN COM50 OR METER CAN AND DISCONNECT
WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP 15 TO 5E SET IN CONTINUOUS BED OF
SEALANT.
ONE-PEICE HOODED VENT ATTACKED PER MANUF.
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
NON-MOVA5LE FRAME AND STUCCO ON ALL
SIDES,y" SEALANT @ JOINTS ALL AROUND
" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WR5 LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL) BUILDING PAPER
DRYER VENT (FRAME) OVER "QUICK FLASH'
V A SCALE: N.TS.
PIPE THROUGH WALL
BUILDING PAPER
UNDER "QUICK FLASK"
WOOD SHEATHING —
WOOD WR5 LAYER #I,
CONSTRUCTION 5TUCCOWRAP (OR
WOOD APPROVED EQUAL)
SHEATHING WR5 LAYER #2, WOOD-
FORTIF15ER CONSTRUCTION
5UILDING PAPER (OR (5" GMU-
APPROVED EQUAL)
" THICK, 3 COAT CEMENT
WOOD FRAMED PLASTER
WALL %8" TO 7/5" MID -WALL
WEEP 5CREED
6' SELF -ADHERING FLASHING
HORIZONTAL WEEP SCREED
(FRAME TO FRAME) 7B
SCALE: N.T.S.
VENT PENETRATION
A SCALE: N.T.S.
HORIZO
-WR5 LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
-METAL LATH
1/5' TEXTURED FIN15H WOOD
-FASTEN TO WOOD STRUCTURAL
MEMBER @ I" O.C. MAX
q 3/5" TO %` MID -WALL
WEEP 5CREED
—6" WIDE STRIP SELF
ADHERING FLASHING, CLEAN
MA50NRY 5EFORE APPLYING
—TEXTURED FIN15H a MASONRY
[TAL WEEP SCREE
FRAME TO BLOCK
NOTE: PROTECTED FLASH TAPE 5EHIND WEEP SCREED 8 APPLY SEALANT AT WEEP SCREED END TO END JOINTS
CUT ENOUGH PROTECTO FORM
FLASH 1 PIECES TO COVER 5OX 4"
PAST EACH SIDE. STARTING AT THE
50TTOM OF THE 5OX, REMOVE
RELEASE LINER AND APPLY
PROTECTO FORM FLASH 1 IN A
SINGLE FASHION TO COMPLETELY
COVER THE 5OX.
WOOD SHEATHING
WR5 LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
PROTECTO FORM FLASH I
SELF ADHERING FLASHING
APPLY 60 MIN GRADE 'D' FELT
OVER SELF -ADHERING FLASHING
OVER APROVED HOU5EWRAP
WR5 LAYER 12, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
STEP 1
STEP 4
NOTE: ATTACH PER
MANUF. SPECIFICATIONS
MAKE AN "X" CUT THROUGH
THE PROTECTO FORM FLASH 1
IN THE CENTER OF THE 5OX
OR OUTLET OPENING
EXTENDING TO NO CLOSER
THAN I" TO CORNER.
APPLY E-Z BEAD
(OR APPROVED EQUAL)
OVER 60 MIN GRADE "D"
FELT -PROVIDE SEALANT
AT ALL JOINTS AND
INTERSECTIONS
STEP 2
STEP 5
TEXTURED CEMENTITIOU5
COATING
PREMANUR DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT e ALL SIDES
DRYER VENT (BLOCK)
V D SCALE: KTA
PER F5C R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
COMPLY WITH THE APPLICATION REQUIREMENTS OF
A5TM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH A5TM C 1063-12A
LEGEND
DRAINAGE PLANE
(WR5 LAYER #I, 5TUCCOWRAP
OR APPROVED EQUAL
WR5 LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO°
WOOD SHEATHING f�I l
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM
C-541-09, MIN. 2.5 L55, PER 5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH 1 INTO THE OPENING
AND ADHERE TO THE
INTERIOR OF THE 5OX.
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYPICAL WALL
SECTION)
METAL LATH
EXTERIOR
ELECTRICAL RECEPTACLE
9 SCALE: N.T.6. ?R_" CONST)
STEP 3
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
�III'IIIIII'.
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SUBDIV. 8e LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
XXX00-01
PROJECT*:
R5025.040/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHTECT'
STATE OF FLORIDA
D TE: 11/5/18
CALM:
1 /4"=1' — 0"
SHE�E��T�
VV
A2
WOOD SHEATHING
WOOD CONSTRUCTION
%" HAT CHANNEL W/ %11
TYPE "X" DRYWALL
WOOD SHEATHING
WRB LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
$" THICK, 3 COAT -
CEMENT PLASTER
WRB LAYER 11,
5TUCCOWRAP
(OR APPROVED EQUAL)
AMICO AM66—WFWC-750
CUSTOM CA51NG BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
8" THICK, 3 COAT CEMENT
PLASTER
AM66—WFWC-150 CUSTOM CASING
BEAD (OR APPROVED EQUAL)
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
°;z{,= PAPER (OR APPROVED EQUAL)
6" 5ELF— ADHERE ING FLASHING
WRAPPED 6 CORNER OF CANTILEVER
"P X AMICO AM66—WFWC-750 CUSTOM
CASING BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
10ABEAD DETAIL C CANT.
LEGEND
DRAINAGE PLANE
(WRB LAYER 111, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
X X X X
STUCCO e
d
WOOD SHEATHING
SELF—ADHESIVE FLASHING
VINYL (OR APPROVED
EQUAL) CASING BEAD
5/5" TYPE 'X" DRYWALL
W/TEXTURED 8 PAINTED FIN15H
8" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
2x FRAMING MEMBER
8' TRICK, 3 COAT CEMENT PLASTER
NOTE: CORNER BEAD FASTENED TO
METAL LATH: LATH TO BE — SHEATHING @ 1' O.C. MAX.
PER FBC R103.1.1 / ASTM i ` m WRB LAYER #I, 5TUCCOWRAP
C-847-091 MIN. 2.5 LBS. PER (OR APPROVED EQUAL)
50. YARD (UTILITY OR �`WOOD SHEATHING
NOMINAL LATH DOES NOT
MEET SPECIFICATIONS) METAL LATH
WOOD CONSTRUCTION
WEATHER RE615TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER #2
8" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL—)
4" POSITIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(SHOWN FOR CLARIFICATION OF
SEPARATE ACCESSORIES ONLY)
IRA DRIP EDGE INSTALLATION
11 A SCALE, N.T.S.
WRB LAYER 12, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
SCORNER BEAD C FRAME
1 FAH SCALE: N.T.S.
CORNER BEAD
(FASTENER 4 SPACING 6 1" O.C.)
CMU
%' THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
,)CORNER BEAD C BLOCK
1 �+D 5CALE: KT.5.
A R C H IT E C T S
Des
pign
1 oU ITInc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
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E
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s
c
L
SUBDIV. ee LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.040/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT --
STATE OF FLORIDA
NOV 0 5 7018
D TE: 11/5/18
GALE: 1/4' =1'-0"
V V X3D
WOOD SHEATHING WOOD SHEATHING
WRB LAYER 01, 5TUCCOWRAP WRB LAYER 11, 5TUCCOWRAP
(OR APPROVED EQUAL) (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT
WRB LAYER 02, FORTIF15ER WRB LAYER #1, 5TUCCOWRAP WRB LAYER #2, FORTIFIBER WOOD SHEATHING PLASTER
BUILDING PAPER r, CASING
EA
BUILDING PAPER (OR (OR APPROVED EQUAL) IX TRIM MEMBER STUCCO GASH BEAD METAL LATH
APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP TO SIDING TRANSITION WRB LAYER #2, FORTIF15ER
METAL LATH ` WRB LAYER #2, FORTIF15EIR METAL LATH (OR APPROVED EQUAL)
$" THICK, 3 COAT BUILDING PAPER (OR 8" THICK, 3 COAT CEMENT WRB LAYER 12, FORTIF15ER SIDING BUILDING PAPER
CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER (OR APPROVED EQUAL)
WOOD 5HEAT14ING
°SELF -ADHERING METAL LATH VINYL (OR APPROVED EQUAL) I` (OR APPROVED EQUAL) 6
FLASHING �" THICK, 3 COAT ANGLED CASING BEAD METAL LATH
(EXPLODED 8 (EXPLODED 711
DRIP GAP VIEW FOR CEMENT PLASTER 6 SELF -ADHERING FLASHING viEw FOR $THICK, 3 COAT
CLARITY) \ DRIP CAP CLARITY) CEMENT PLASTER
WINDOW FLANGE WINDOW FLANGE
WRB LAYER #1, 5TUCCOWRAP # WRB LAYER #I, 5TUCCOWRAP
WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL)
(OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER # 1, 5TUCCOWRAP
WRB LAYER #2, FORTIF15ER BUILDING .X: (OR APPROVED EQUAL) CASING BEAD
PAPER (OR APPROVED EQUAL) WRB LAYER 02, 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
(o" SELF -ADHERING CEMENT PLASTER 1� BGALE:ritS. "Ross-sECtoN)
FLASHING / 6"SELF-ADHERING ---
DRIP CAP/ FLASHING WOOD SHEATHING
WINDOW FLANGE DRIP CAP
CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH
(1 A1
scALE: rite. FRAME, NO BAND\ FRAME, W BAND
WRB LAYER #I, 5TUCCOWRAP WOOD SHEATHING
1 J1i 1 JD sc�E: nits.
(OR APPROVED EQUAL)
LEGEND WRB LAYER 12, FORTIF15ER BUILDING WRB LAYER 01, 5TUCCOWRAP
DRAINAGE PLANE PAPER (OR APPROVED EQUAL) OR APPROVED EQUAL)
RB LAYER #2 FORTIF15ER FO R F BER
-ITHICK 3 COAT LAYER 01 STUCCOW AP
BUILDING PAPER
OR APPROVED EQUAL) CEMENT PLASTER' (OR APPROVED EQUAL)
WRB LAYER #2 VINYL (OR APPROVED EQUAL) 1 METAL LATH
(FORTIF15ER BUILDING PAPER ANGLED CASING BEAD 7"
s THICK, 3 COAT CEMENT
OR APPROVED EQUAL) (EXPLODED PLASTER
METAL LATH X X X X VINYL (OR APPROVED EQUAL) CVIELU
L,41 FoR
STUCCO a a a a Qa CA51NG BEAD L�RiTY�
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING CASING BEAD @ RAISED
BAND FRAME
1 J ,,qi-E: rite.
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-641-091 MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
$" THICK, 3 COAT 8" THICK3 COAT CEMENT
CEMENT PLASTER ,
PLASTER
SEALANT y: GAP rrP METAL LATH SEALANT METAL LATH
CASING BEAD
i0 WINDOW
WRB LAYER #2, FORTIF15ER BUILDING
WINDOW FRAME PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WINDOW FRAME / WRB LAYER #2, FORTIF15ER
BUILDING PAPER
44 (OR APPROVED EQUAL)
WRB LAYER 01, 5TUCCOWRAP E-Z BEAD VINYL (OR
(OR APPROVED EQUAL) APPROVED EQUAL) CASING
6" WIDE PEEL 4 5TICK \ j (W/Y$" FLEXIBLE PVC BACKER
WINDOW FLANGE
OVER FLANGE ROD INCLUDED)
2X FRAMING MEMBER E-Z BEAD VINYL WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL) CASING 2X FRAMING (OR APPROVED EQUAL),
BUILDING WRAP (W/%s" FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING
INCLUDED) MEMBER /
#APPLY FULL BED OF (o" SELF ADHERING FLASHING
SEALANT BETWEEN
WOOD SHEATHING
FLANGE d BUILDING WRAP DETAIL EXPLODED FOR
CLARITY
\1
ry Z BEAD WINDOW CASING
!\9CAl.E: N.TS.
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�mmm
�eamommomo�
sUBDIV. 8e LOT:
OAKLAND LAKE
(Lot 40)
MODEL:
1452
moo-o1
PROJECT#:
R5025.040/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
NOV 0
11/5/18
S�CALE: 1/4"=1'-0" 1
SHEET
W
CUT HOU5EWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOU5EWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER 5HEATHING OVER WE)
STUD WALL
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
(FULL WRAP)
1" �":"L1� (FRAME)
APPLY 061 H2U (OR
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHING (LANCO
WHITE -SEAL RC-865
OR EQUAL).
SLOPE SILL
TO EXTERIOR
TEMPORARILY t^I „ -I'm
SECURE HOU:
'.P UNDE
FOLD
IN AT Jr
5LOPE
INSTALL 6" SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAM55
EXTEND FLASHING MIN I"
BELOW 51LL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
ALIGN FLEXIBLE
5ELF-ADHERING
45HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FA5TEN FANNED
EDGE5. (CAP NAILS,
5TAPLE5)
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING A5 THE
FLASHING AT THE SILL
NOTE:
1. IT 15 THE CONTACTORS RE5PON515ILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOU5EWRAP,
5EALANT5 8 5ELF-ADHERING FLASHING
MATERIALS U5ED DURING
CON5TRUCTION,
6" SELF -ADHERING
I OVER VINYL HEAD
IG (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING I" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3is" NOM. CONTINUOUS
BEAD OF SEALANT AT JAMBS
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W/ PRE -PUNCHED HOLE5
OR 5LOT5.
SUPER 5TRETCH
BUTYL FLASHING
STEP 3 L—a" VERT. END
DAMS REQ'D. AT
EACH END OF SILL
0 1 r,r I
" MIN. TEXTURED
:EMENTITIOUS COATING
)VER BLOCK
J5EWRAP DOWN 8
DIAGONAL CUT 8
DEAD OF WINDOW
" MIN. TEXTURED
:EMENTITIOU5 COATING
)VER BLOCK
STEP 4
I!) 5"�lj
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING 5TRETCHA5LE
FLASHING 4 APPLY 5EALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PILL
LEVEL AND SQUARE f
MANUFACTURER5 WRI1
IN5TRUCTI
APPLY MEMBRANE
FLASHING OVER JOINT
(0" WIDE ADHESIVE
:LEXIBLE FLASHING
:R DRIP CAP JOINT
:TO -WRAP 5T-20XL
%PPROVED EQUAL)
" MIN. TEXTURED
:EMENTITIOU5 COATING
)VER FRAME
2. INSTALL ALL MATERIALS PER
MANUFACTURER5 WRITTEN
STUCCO OVER BLOCK
STUCCO OVER BLOCK
STUCCO OVER FRAME
5PECIFICATION5 4 WARRANTY
(MIN. THICKNESS a")
(MIN. THICKNESS e")
(MIN. THICKNESS 8")
REQUIREMENT5.
SIDING LOOK
ORLANDO/TAMPA
ORLANDO/TAMPA
WARNING: SEALANTS AND SELF ADHERED
S. FLORIDA
S. FLORIDA
S. FLORIDA
FLASHING MAY REACT ADVER5ELY IF NOT
COMPATIBLE.
NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH SEALANT
MINIMUM STUCCO THICKNESS
STEP 5
N•�Ji v
3" MIN. TEXTURED
�EMENTITIOU5 COATING
�)VERFRAME
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SIDING LOOK
S. FLORIDA
A R C H IT E C T S
Des
pign
1 oU Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-7746078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SVBDIV. 7LAKE
OT:OAKLAND(Lot 4
MODEL:
1452
XXX00-01
PROJECT#:
R5025.040/00001
PAGE:
WALL
ASSEMBLY
DETAILS
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ARCHrrECT-
STATE OF FLORIDA
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DATE: 11 /5 /18
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19 —4
APPROVED TRUSS ANCHOR BY BUILDER
TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS
PLUMB CUT OVERHANG
4 1/16" HEEL HEIGHT
ALL CEILINGS ARE FLAT AT BEARING HEIGHT
HANGERS TO BE USED
(Simpson) or (Us )
QA HUS26 ® HUS26
Q HGUS26-2 Q THDH26-2
Q HGUS26-3 Q THDH26-3
QD QD RT16A
QB CONNECTION BY BUILDER
REVIEWED ❑ REVIEWED AS NOTED
REVISE & RESUBMIT ❑ REJECTED! RESUBMIT
❑ NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and general compliance with the Contract Documents only.
Notations Do Not Authorise Changes to Contract Sum.
Reviews. Comments and/or cmrechons does not relieve the
Contractor from compliance with the Contract Documents. The
Contractor Is responsible for confirming and correlating all
Quantities, dimensions, tolerances, clearances. fabrication
processes, techniques and sequences of construction,
compatibility of materials and materials coordination of their
work with other trades and subcontractors performance of
work in a site and satisfactory manner 80far full Compliance
with the Contras Documents i^.j //
A. ".SIGN GROUP
8"
BRG.
TYPICAL TRUSS END DETAIL
NOTE:
YOUR SIGNATURE WiLL ACKNOWLEDGE:
i) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
STRICT ACCORDANCE WITH THIS PLACEMENT PLAN.
3) RECEIPT AND USE OF "HIS-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING,
INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES" (TPI).
4) NO BACK CHARGES OR CRANE CHARGES OF ANY .
KIND WiLL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
TITLE
DATE
All spacing is 24" O.C., except as noted.
All walls shown are bearing, except as noted.
All valleys calculated with sheathing under.
Number of girder plies to be determined by engineering.
DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE.
Labeling trusses Is a service, not a requirement. Engineered
drawings supercede labeling of trusses. It Is the responsibility
of the builder to utilize engineered drawings when erecting trusses.
WARNING
ERECTION BRACING IS NOT THE RESPCNSIBMY OF TRUSS DESIGNER, PLATE MANUFACTURER,
NOR TRUSS FABRICATOR. PERSONS EREC71NG TRUSSES ARE CAUTIONED TO SEEK
PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO
PREVENT TOPPLING AND DOMINOING WRING ERECTION; AND PERMANENT BRACING WHICH
MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'BCSI—B1 Summary Sheet COMMENTARY
and RECOMMENDA11ONS fa HANWNG, INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND
PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY
SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN.
TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING ERECTION TO PREVENT
DAMAGE
TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS.
E—I TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE
O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL
REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO
Zr HANGER IS SUPPLIED.
CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS.
MWFRS(low—rise)/C—C hybrid Mind ASCE 7-10
Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH
Imp. Factor ; 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15—ft
Trusses shown on this layout are a component part N
of the building and show truss location. S
Proper erection, temporary and permanent bracing design S0UTjF
NUMSMS (7721 4g4-4180
are the responsibility of the building designer or his engineer. AMc
Lateral bracing shown on the Individual truss drawings INC"
must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951
ROOF PLAN JOB VIE CUSTOMER:
SCALE: 3/16 = 1'-0' ELEVATION "A" LOT:-- Q BL . RYAN HOMES
DESCRIPTION:
ADDRESS: Plan —1452 Elev, A w Covered Lanai
SCALE I DAM 1 DRAWN Iw DRAM, NUMBER: I
SUBDIVISION: Oakland Lake 31Ts•_1'-0" 2 1s dhe 1452-A-d
C