HomeMy WebLinkAboutPLANSINDEX OF DRAWINGS
SHEET NO. DESCRIPTION
CS 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
XXXO 0 — 01 4 FLOOR PLAN
5 ELEVATIONS
6 TRUSS PLAN - ROOF
7 ELECTRICAL PLAN
FORM 8 PRODUCT APPROVAL
D1 FOUNDATION DETAILS
D2-D4 ARCHITECTURAL DETAILS
WAl-W5 WALL ASSEMBLY DETAILS
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ryanhomes.com TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN _ SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN
-- FLOOD
SNOW Speed Topographic DESIGN . Frost line DESIGN INDERLAYMENT ' FREEZING ANNUAL
LOAD (mph) effects" CATEGORY' Weathering depth' Termite` TEMP' REQUIRED HAZARDS INDEX' TEMP'
N/A 160-C N/A Negligible N/A Very 45 N/A N/A N/A N/A
Heavy
DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE
01-01-18
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS
6TH EDITION(2017)
*ALL LOCAL AND STATE CODES DATE DESCRIPTION
• OCCUPANCY — RESIDENTIAL, GROUP R3
.CONSTRUCTION TYPE — VB
• MIN. INTERIOR FINISH — CLASS C IST FLR. LIVING 1,452 SQ. FT.
• BASIC WIND SPEED — VULT = 160 MPH
— VASD = 124 MPH TOTAL LIVING 1,452 SQ. FT.
RISK CATEGORY II
•EXPOSURE CATEGORY — EXPOSURE C ENTRY 15 SQ.FT.
• 1—STORY RESIDENCE — LANAI 60 SQ. FT.
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES GARAGE 393 SQ. FT.
• STATE OF FLORIDA TOTAL 1,S44 SQ. FT,
CERTIFIED BUILDING CONTRACTOR: CUBIC VOLUME LIVINGS 12,632 SQ. FT.
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA (ELEVATION A) W/ LANAI 40'-0" 55'-4"
PROFESSIONAL ARCHITECT:
JAMES CANTWELL
AR NO. 12079
A.B. DESIGN GROUP, INC.
1441, NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Fax: (407) 774-4078
Tel: (407) 774-6078
DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER -
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE SCAN
IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
Ql9
CLARIFICATION. ST, Lucte County, Permittin
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. LZZ 7-9
A R C H I T E C T S
Design
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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COVER
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STATE OF FLORIDA
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GENERAL NOTES CONCRETE I r A R C H I T E C T S
3.
4,
5,
6.
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 IPSFI
Al SLEEPING ROOMS 30
Al ATTICS W/ STORAGE 20
A.3. ATTICS W/OUT STORAGE 10
A.4. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
Al. STAIRS 40
A.B. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS - IPSFI
B.I. ALL AREAS 10
C. ROOF LIVE LOADS
-
Cl, "* MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R3013 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD IPSF)
DA. FIBERGLASS SHINGLES 17
D.2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
E.1. 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
EA. ENCLOSED BUILDINGS 1-0.18.
F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF)
Rl. GUARDRAILS AND HANDRAILS 200
F.2. GUARDRAILS IN -FILL COMPONENTS 50
GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION.
DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES
AREFOUND
THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL
BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT
DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW
BY BUILDER' NOTE ON COVER SHEET (CS).
THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES,
THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY
AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED.
DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS.
THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
INSTALLATION OF. STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING
CODE RESIDENTIAL, 6TH EDITION (2017).
ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED.
OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONSR312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROORCEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE AFLAME 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 R102.4,1 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.
S. 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 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE.
AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN -INCH GYPSUM BOARD
APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR
EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR
EQUIVALENT.
SITE WORK
9
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, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL
BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION, AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
WITH ASTM D-1557.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y. 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 01557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED,
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE.
THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS.
THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED
SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES.
SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS.
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 W.
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 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION,
9, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 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. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y.INCH AND NOT MORE
THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES.
6. GROUT SHALL BE IN. ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING.
8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN.
REINFORCING STEEL
1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE
STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO).
3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO66 MM) IN LENGTH.
DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.781gIm') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM Cl 116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"
WHEREVER POSSIBLE.
6. CLEARANCES OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B.1. #5, W31 OR 031 AND SMALLER
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
C.I. #11 AND SMALLER 3/4"
D. BEAMS & COLUMNS:
D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%,
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, NEC2014 EDITION.
2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH AMANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
5, 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL.
6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL.
7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL.
8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE
INSTALLED FOR EACH MOTOR VEHICLE SPACE,
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B. 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007)
E. APA-THE ENGINEERED WOOD ASSOCIATION:
EA. ENGINEERED WOOD CONSTRUCTION GUIDE
F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO,
A. Fb =1,100 PSI Fv=175 PSI E=1,400,000 PSI
B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS.
3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE).
4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED.
5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS.
6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD,
7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017).
8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 172' COX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS
GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE-1 OR 5/8' COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING,
10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESNES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD OR 15/37 APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS.
12.
13.
14.
15
a
MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2
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 AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY 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.
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.
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT.
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
DRAFTSTOPPING TO COMPLY WI 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/CEIUNG ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M').
MAXIMUM STUD LOAD CAPACITY (SYP#2)
FRAME WALL HEIGHT @ 8'-8"
WIN DSPEED/ EXPOSURE
160MPH/B
160MPH/C
16OMPH/D
2x6STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION.
PLUMBING
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL,
2. WATER SUPPLY LINES SHALL BE:
2.1. CPVC.OR
2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017)
* PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4
' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
" PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10*F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED.
* PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2606.1 OF THE FBCR, 6TH EDITION (2017)
* CONDENSATION LINES SHALL BE MINIMUM''%' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM''/4' PVC (SCHEDULE 40), INSULATED WITH W AMIAFLEX. -
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE,
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017),
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR,
6TH EDITION (2017)
FIRE-RESISTANT CONSTRUCTION
1. UNDER STAIR PROTECTION:
A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD,
FBCR, 6TH EDITION (2017) SECTION 302.7
EXTERIOR FINISHES
1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND,
NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE.
2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926
3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO
-- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS
-- 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS
-- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS
WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS
-- CASING BEAD DETAILS - DRIP EDGE DETAILS
-- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS
WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS
WINDOW FLASHING DETAILS
SHALL BE INSTALLED PER ASTM-C1063 - I IA AND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7:102.1 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
Design
Grou INC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
L■�00�mp09J
STJBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00- Ol
PROJECT#:
R5025.058/00001
PAGE:
GENERAL
NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
EEC^
JAME0 0AM1-Vk'EELL
A 0 '9
DA 5/19
sC
:1/4"=1'-0"
EET
G NOF 8
-�-
A R C H I T E C T S
SECURE STRAP
TO GONG. W/ (2)
3/16'4' TAPCONS
I
SIMPSON WS ROLL
STRAP OR EQUAL
GONG. SLAB SECURE STRAP
TO UNIT W/ (2) Maxi
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
I/4'x3'x36' STL.
POLE ON 1/4'x&'
CIA. BASE
(2) 1/2'x6' A.B.
G
1�
BOLLARD
DETAIL
2 'VTR }
2 "-z,
PLUMBING ISOMETRIC (SEWER
MODEL 1462 RYAN HOMES
<Y
3 1/2, CONG. SLAB
`COND. i
40' - 0"
30'-0" vAv-611 9'-0I
2S'-3" 10'-9"
O'-V FIN. ELEV.
FIN. GONG. SLAB
'r
0 31/2' CONC REINFORCED
W/ b'xb'-WI.4 x WIA
ON b-MIL POLY ETHYLENE
VAPOR BARRIER ON TERMITE ^
C TREATED WELL -COMPACTED
CLEAN FILL
I �
9' 6"
i i
\� i
5'-il"
S'-1'
I
I
I I/
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3/4'
LL J
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COVER (2-TYP)
I
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81
3'-4" Q 24'x24'xl2'
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3' COVER
HB. I PAVER O I (2-TYP)
LINE
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4
I
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■■■ ■■■
8' 6' 0° I.-8' 4'1 _�114°
40'-0.I
SCALE: 1/4 = 1'-0" ELEVATION 'A'
Design
Grou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�"IIIIII'I
L\0�000000�J
E
8
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O
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STJBDIV. 8e LOT
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.058/0000
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DAT /5/19
SC LE:1/4"=1'-O'
SHEET
Or
24'-8"
■ ■ ■
■
■
■
■ ■ ■ ■
■ ■
2V-(o
30' -4'
II ■
III
■
■
■
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v
61 •
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4'-4"
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N
■
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■ N
@
e
N
i
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m
LOL
10
3' 4"
10'-0"
D
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PLAN
SCALE: 1/4 = 1'-0'
ELEVATION 'A"
A R C H I T E _CT
S
Design
Grou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�I"IIIIIII
�mo000vom�
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SvsDIV. 8e LOT:
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(LOT 58)
MODEL:
1452
xxxoo-oi
PROJECT*:
R5025.058 0000]
PAGE:
DOWEL PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
FF/OM112t079
JAMEWELL
AR
DA 2/5/19
s .ALE:1/4"=1'-0"
SHEET
2 OF
WALL LECsEND
S'-S' E5LK BRCS.
SHEAR WALL SECsMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL a
16' O.C„ UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS, REFER TO
TABLE N/53 FOR MINIMUM
REQUIREMENTS
INTERIOR NON -BEARING
FURRING AT MASONRY'
WOOD FRAME WALL: 2x4 e
a 24' O.G. OVER FOIL
24' O.C. MAXIMUM, UN.O
LOTTS
CONCRETE
P,O, BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
I ENGTH
TYPE
COMMENTS
L-I
11'-4'
8/28-5-(IX OL
FSESTFESSED
L-2
4'-5'
8/22-S-(UU/(0l
RECESBED
L-3
5'-10'
SA6-6-(UU/(0)L
L-4
4'-6'
8/24-5-(UU/(0A-
L-5
8/24-5-(UU/(0)-
L-6
8/24-5-(UU/(I)L
L-6A
V-4'
6/I6-6-0UUM L
L-6E5
11'-4'
8A6-6-MUIML
L-6C
V-4'
SA6-S-(UU/(Ir
L-S
4'-6'
8/24-5-(I)U/101L
L-10
4'-6'
8/24-5-MIJ/(0JL
44ST-411CRE79 LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-1
Il'-4'
OF28-15AT
PRESTKSSED
L-2
4'-6'
8Ff21-05AT
KCESSED
L-3
5'-10'
8FI6-05AT
L-4
4'-6'
M4-05AT
L-5
4'-6'
M4-05/IT
L-6
6'-6'
BF24-I5AT
L-6A
V-4'
SF16-15AT
L-65
11'-4'
8F16-15AT
L-6G
9'-4'
81`16-15AT
L-1
4'-6'
8F24-05AT
L-S
4'-6'
8F24-05AT
L-9
4'-6'
M4-05AT
L-10
4'-6'
M4-05AT
j2
N
el
25-SH L-9
EGRESS
OWNER'S SUITE
8'-8' Cl-G.
L-8
25-SH
W.I.C. -
8'-8'
0. BATH
J ll
%i U �J
L-i
25-SH
GREAT ROOM
W-8' CLG.
L-
LZ
I I
LANAI
I L-6A
I L-6
5068 SGD
DINING
W-8' CLG.
�I�S
II lo,l
KITCHEN
8'-8' CLCx
F , BEDROOM 3
2-CAR GARAGE
8'-V CLG.
L-I
16'-0' X 1'-0' OHGD
FOYER
8'-8' GLU. r --- 7
L-2
LINTEL PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'A'
BEDROOM 2
V-8' Cl-G.
25-SH O
EG�SS L-4
A R C H I T E C T S
Design
GroU INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�mienn
�m00000aoag
O
V
E
O
C
sVBDIV.- T:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-01
PROJECT*:
R5025.058/00001
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
F,E3 q tq!
DAT /5 /19
SHEET
3 OF'
SAFE LOAD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
rl0. /1 -"PT)
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23 >P 4
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mAva4 ``'
°jib" 77
1m34
ble,
0394:r
54a0
lIa_09
6224
3'-7 TO 4'-m' (PRECAST)
19
4605 61
III
5 9l
4'-I'TO 4'-6-(PRECAST)
59' ple9
1349
'S. EI9
3H
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F SF.a 3
107ei
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4249
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II 651
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5
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9'-5' TO 1V-6' (Prs£CA6T1
410
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56 3
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562
777s,
562
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64 2
114
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56
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219
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21'-5' TO 22'-O' (PIREBTREasED)
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2655
3524
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1025
1024
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2'-5- TO 3'-6' (PRECAST)
5 <659 I
L. 2305
5"0
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5263
1.10
EI l00
5 25 3m-9
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592
59
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4'-1- TO W-4' (PRECAST)
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411
740-
1
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5
2 6
56
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99
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39 I 52
4
12
I'-5' TO 0-I0' (PIEECAst)
346
339
1.
5'.II' TO b'-b' (PRECAST)H
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5
1
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121
49m
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591
5•y
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5 0
I-1
14
P4
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50,
4
16 h
Ie
II
Lm
424
534
363
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926
512
230
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204
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260
402
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10'-7 To II'-4' (PREOAST)
90
6 l
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11
1302
15
60
4
40
53
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191
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06
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111
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13'-5' TO H'-0' (PRECAST)
201
293
100
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194
64
Il'-9' TO It -4- (PRESTRESED)
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52
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142 204
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56
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21'-5' TO 22'-0' (PRESTRESSED)
31 y
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223
=
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NR
116
40.
22 -1- To 24'-0•rPRe6TREasEQJ
202
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ASTMET41f LINTEL SCHEDULE
MHTEF,i AL. -A
I. Pc 8" precast lintel = 4000 psi
2, rb prestressed lintel • 6000 psi
3. Grout per 45TM C476 F'g. - 3000 psi w/
maximum 3/5 Inch aggregate 4 e to ll Inch
slump
4. Concrete Masonry Units (CMU) per ASTM
C90 w/minimum net area compressive
strength = 1900 pal
5. Rader per ASTM A615 grads 60
6. Prestressing strand per ASTM A416 grade
270 low relaxation
1. Mortar per ASTM C210 type M or 5
CxENERAL NOTES
1. Provide full mortar bed and head jolnte.
2, ,hors filled lintels as required.
3. Installation or lintel must comply with the
architectural and/or structural documents.
4. U-Lintels are manufactured with 5 I/V long
notches at the ends to accommodate vertical
cell reinforcing and grouting.
5. Reference the CAST-CRETE Load Deflection
Graph brochure for lintel deflection Information.
6. Bottom field added rebar to be located athe
bottom of the lintel cavity.
7. 1/32" diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
S. Cast -In -place concrete may be provided In
composite lintel in lieu of concrete masonry Units.
e, Bare load rating based on ratlon41 design
analysis per ACI 3115 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 A5TM C-296 or other approved coating.
11, Lintels loaded simultaneously with vertical
(gravity or upllfU and horizontal (lateral)
loads should be checked For the combined
Odin with the Followi
ng a uatton:
loading 9 q
Appil d vertical loads Anbll d 112=2ntal 129d 5 1.0
Se Fe vertical load Safe horizontal load
12. Additional lateral load capacity can be
obtained by the designer by providing
additional reinforced concrete masonry above
the lintel. 590 dstan at right:
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
REINFORCED CMU FULL
COURSE
1/2' CLR TYP
(2) 9 REBAR
GR40 or GR60
5AFE LOAD TABLE
NOTE5
I. All values based on minlmum-4 inch 1.
For composite lintel hen ghte not shown, use Se Fe
nominal bearing. Exception: Safe loads ror unrllled
load from next lower height shown.
lintels must be reduced by 2014 if bearing length Is 5.
For lintels lengths not shown, use safe load from
less than 6 1/2 inahea.
2. N.R. = Not Rated S.
next preset length shown
All safe 10468 in units or pounds per linear foot
3. Safe loads are superimposed allowable loads. 10.
All $are loads based on simply supported
4. Safe loads based on Grade 40 or grade 60 field
span.
rebar. 11.
The number in the the parenthesis indlcate0 the
5. Ono r rebar may be substituted For two 5 rebars
percent reduction for grade 40 Field added
in 5' Ilntele only
rebar. Example 7-6' lintel type 8F32-115 safe
6. The designer may evaluate concentrated loads
gravity load • 6412,v w/ 15% reduction 6412
From the Safe iced tab'es oy calculating the
($5) = 5501 plf
maximum reaisting moment and ahearlI,at d-4w4y from
face or support.
TYPE I)E51GN14TION
�F = FILLED WITH GROUT / U e UNFILLED
rmQUAI�TITY OF •5 REBAR AT
50T CM OF LINTEL CAVITY
QUANTITY OF 05
REBAR AT TOP
LOMINAL HEIGHT
NOMINAL WIDTH.
e5 REBAR AT TOP
MIN. (U REQ'D
'4'
I-I/2° CLEAR
J �
Q
3
13 =
J
a
GM.U.
GROUT
O
- z
�p
• •
"5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
1-5/6'ACTUAL
PROVIDED IN LINTEL
( VARIES)
8"
NOMINAL WIDTH.
SAFE WORKING LATERAL LOADS (PLF)
8" x 8" LINTELS
LINTEL
SAFE LATERAL
(PLF)
LOADS
LINTEL
Total Leal
Till
Total
Length
T p0
V'a'
RAIN
V.S.
SOLID
2'-l0'
Recast
1990
3%4
3'-8'
Precdet
3'-6'
ReaBt
IBB
235.
4'-0'
Recent
4'-V
Reset
N4
16U
4'-2'
Retest
1.4.
Reuel
650
I266
4'-4-
Rena
4-V
Recur!
Sell
IB3
4'-6'
Rraet
W-a'
Pr"A
b6b
leas
5'-B'
React!
VFV
Reset
543
110E
6'-e'
Raaet
6'-4-
Recast
634
El
14B'
Freceal
R."t
bl2
12M
8'-8'
Reuel
Rust
Sit
nn
e' e'
Prxeat
T'-6'
Reset
446
938
T.W.
Preset
4]5
M4
5'-0'
PI
Sol
BH
B'-4'
Reset
354
145
V 4'
Reese
211
6B3
1'-6'
PsP4A
SO
453
T-4'
P '.tENA
620
R'-f
Recnt549
A'-6'
Recast604
13`4
Precast404
H'-0'
Rreet391
H.S.
F,stree141
W-4'
Reeveeeetl302
I'-4'
ReBVaeeed
NA
M
B'-4'
Fe4eHed
NA.
n6
W.-f
PraUeeeed
NA
59
11'4'
R."..ed
NA
131
22'-4'
P.1"eeed
NA
Ew
24'-V
Reetr .sd
NA
93
NR ° Not
Roumseded
BA4 LATERAL LOADS
(PLF)
5' DOOR 8' DOCR
HEADER HEAPER
PLAIN SOLID
n} 2011
Be 1611
MI 1521
10 Bab
6" Isle
650 I
So W4
151
56 664
86 a*
LOTT 1
S
CONCRETE
P,O, BOX 771255
WINTER
GARDEN,
FL
34777
PH._(407) 656
2112
Bale
r
r�
NOMINAL WIDTH/HEIGHT OF LINTEL
i- PLAIN OR SOLID LINTEL
18/16-P-#U / #L1
No. OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY F
GENERAL NOTES:
I. CODES
I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R402.2 4 RI
1.2. FDC14I BUILDING CODE RESIDENTIAL, 6TH EDITION (20N, SECTIONS 1S017 4 2101.
I.B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 315-05).
1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-101
2, CONCRETE:
2.1, CONCRETE COMPRESSIVE STRENGTH AT 20 OATS:
2.11 pills ST WATANDARD REIFPORGEMENT-4000 PSI
2.1.2. PRE -CAST W/PRESTRE55 REINFORCEMENT-6000 1-51
2J3. GROUT PER ASTM C416 -. 30M 1-61 W/ MAX. 3/21 AGGREGATE, 8' TO II' SLUMP.
2.2. RENFORCING BARS:
22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60)
222. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TM 4615 (GRADE 40).
23, PRE -STRESSED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 KSI
24 AI REINFORCEMENT IN ACCORDANCE WITH ACI 315
TABLE NO. 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x S" LINTELS
LM1EL
LENGTH
CLEAR
SPAY
LMEL TYPE
LINTEL STEEL
WPiLLED
GRAVItt
CAPACItt
fI iL(OnU
GRAVITY
CAPACITY
(IAL(IAU
UPLIFT
CAPACITY
f1ML (IJNI
UPur
CAPADTY
21ML'l1nU
BOrtCm EAR
TOP BAR
GRAVITY
OAPACFY
PRECAST
(2)n
(2)n
424E
iwa
lam
O'S
woos
PRECAST
(2)n
(2)n
2415
301
3B31
4BB
485
PRECAST
(2)n
G)n
1153
21-1
2111
less
Sett
Fill
(2)n
(2)n
1343
216E
2165
26"
26"
PRECAST
(2) n
D) n
1232
2011
20n
2471
2421
B 4
4.V
PRECAST
(2)5
(2)n
loft
1651
sail
to
(Sal
5.10
4-6'
PRECAST
(113
(IDn
P60
1423
1423
141E
b09
s 4
5 0
PRECAST
G)NI
(2)n
140
1253
1263
11W
P05
11.11
5d'
PRECAST
(214
(2)n
10
1232
123]
1140
13A8
S-4
PRECAST
(214
(21n
Sal
1184
1184
MI
12=b
6-2
PRECAST
014
fDn
510
Sal
991
We
PRECAST
M
fDn
551
me
e3
184
1041
PRECAST
M-4
(2)n
5I6
5502
W2
111
9B4
1.V
PRECAST
(2)4
(Dn
4B8
a
$51
643
SO
V-V
OAST
W4
fDn
416
126
T26
499
tSO
a-2
PRECAST
G)•4
(2)n
354
6B
61B
3W
bl3
b 0'
PRECAST
WS
(2)9
A
SO
561
3n01'0-
P,ffC. ST
M'S
WS
2W
525
525
"I
5II-2'
PRECAST
MS
(2)9
➢11
49B
45
251
512
12-0
FRBCA5T
(D5
e2)9
255
60
455
214
42
H 0'
@-0
PRECAST
(2)5
(219
139
430
430
190
39a
14 B'
13.4'
PREBTa Fll
G)e4
M
NR
418
410
230
446
15 4'
14.0'
PRESTIRSSED
(2)14
(Dn
NR
Ye
all
210
401
11 4
16 0•
PRESTRE89ED
(2)•4
(Dn
NR
255
280
163
311
19 4'
IB V
FREBTRESSED
(2)5
fD9
NR
224
224
131
154
20.0
Is 4'
FR56TREBSED
12)5
fDn
NR
201
20t
'22
23l
21.4'
20' V
PEBTRE89ED
(D5
f2)5
NR
nt
Itt
Ifl
20B
22 0
20 8
FREbiiEeBED
fD5
f213
NR
54
B4
I00
195
1 24 0'
21-B'
FRE67MOOED
lD 5
f2) 9
NR
IN
02
84
163
TABLE N0. 3
REINFORCING SCHEDULE &. LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
e" X 20" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LNTELTYPE
LINTEL STEEL
GRAVItt
CAPACITY
(OnLWEU
GRAVITY
caPAcm'
(IML(IY5U
UPLIFT
caPAC 7y
lnLOI
URIFf
CAPACITY
0nl(1n11
BOTTOM
BAR
TOP
BAR
ndew
save
I 700l
3'-6'
2':-r
PRECAST
( 1 n
()n
1646
10000
ImmOm
Im0m9
-V
]-B'
PRECAST
(2)n
a)n
Siva
1000m
'wool
10m00
4 6
3 V
PRECAST
(Dn
111n
a143
10000
8541
100m0
4-B
3 4•
PRECAST
(2)n
fDn
3198
10�0
lees
10000
5.4
4.0
RECAST
lD9
(Dn
6239
100ID0
5138
0000
540
44.
.RECAST
a 3
a)n
5016
8109
ISO
NIP
6 4•
5.0'
AF
W•p
1)
6152
6t52
3e61
1142
b 6'
S3
PRECAST
fD •4
fDn
675 0
6 250
%45
65'.a
6 0'
-4'
PRECAST
(2)•4
fDn
Sea
Nb
3441
6rs4
16
-1
e41
PRECAST
W-4
4311
4312
26
45M
11.1.6
4'
PRECAST
W-4
4099
4099
25"
4282
8-0
6 B'
PRECAST
(C-4
(2)n
3130
3130
27M
X89
B-4'
1-0•
PRECAST
!D•4
3420
3420
]fl8
3561
9'-4'
8'4'
PRECAST
(D•4
2134
2134
1610
26M
If-6'
9'-P
RECAST
()-4
(2)n
2211
2211
1233
2289
II'.4-
1V-V
PRE Ali
(2)5
O
1954
fall
1031
20M
&4'
0'-8'
CAST
(05
(213
1119
1 9
Be
We
12'-6'
II'-2'
CAST
IDS
fD3
661
W61
me
1101
13'-4'
11.1.
PfI OT
(2)3
W5
B01
Bon
15
414
a 0
I2-e'
PRECAO T
W3
(2)3
all
Be%
636
D23
13.4'
PREBTR55ED
fDn
1093
IB93
5Bl
IBM
15 d'
14.0'
PREBTRE
e2)4
W 4
(2) n
It24
n24
36
w
11 4'
Ib 0'
F'REBTFE99ED
fDn
1
3l
4
IB'-0'
STRESSED
M s
(L5
(2/3
Ime
el
134
334
6
6B
2r.w
W5
(D9
919
919
SO
313
21-4
20.0'
20-
FRaTRE5EED
P18B1,GESSEO
(D5
852
A2
3
EA
210'
)0-B`
FFE5TRE59Ep
f213
Tee
1a1
251
Sol
]4 0
22'-e'
FREBiTE D
MS
(D5
659
669
15
425
425
TABLE No_4
REINFORCING SCHEDULE Sc LOAD CAPACITIES
SAFE WORKING LOADS (PLF).
8" X 24" COMPOSITE .LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LNTEL TYPE
LINTEL STEEL
GRANTT
CAPACITY
(0r5L et0SU
GRAVITY
CAPACITY
nAIL (nu
UPLIFT
CAPACITY
fl L em
UPLFT
CAPACITY
fll (gnu
BOTTOM BAR
TCP BAR
-I
-6
PRECAST
(
00e0
00
10o9@
low
11.1.2'-V
FREC T
fDn
Fill
9361
loom
10000
IVAN
4.0
]-V
PESCAST
(Dn
do
bl3e
)WOO
10000
low
44
11.1.PRECAST
(2)n
1 PNn
Sell
1=0
10000
IONIC
11.1.3."PRECAST
fDn
n
403
10000
9619
10009
5-4•
4.V
PRECAST
(2)9
n
16M
%moo
1051
s000
S-10•
4.6
PRECAST
f2)3
6231
lome
ales
am
64
5 V
RECAST
/2Y4
n
Sir
=0
4154
1450
6.6
5-T
PRECAST
(D•d
n
am
)Oafs
wa(
Sea
s -F
5 -4'
FRE046T
M •4
6114
948T
4231
8420
1 6
6 '
PRELACY
(2) 4
) n
613E
6416
924]
6411
1 0
6 W
PRECAST
e2)•4
)n
Sees
6034
1 30%
6163
14.6-6'
PRECAST
f31.4
5361
636)
1 =3
Sale
B'-4'
T- •
PRECAST
(7
4531
037
201
5030
9'-Y
8'-1.
PRECAST
(D 4
n
3126
3126
TSB]
3658
0'-1.
9'-P
PRECAST
W-4
do
2931
2531
1520
M25
11'-4'
If-0'
PRECAST
G)5
5
2553
2553
1219
26N
I2.0'
10'-6'
PRECAST
G) 5
) 9
2905
230E
1123
2251
121-b'
I1-2'
FRELAST
(2)5FITS-
2141
]I41
IO2
2099
IS-4'
11.11
PRECAST
(2)5
5
Mb
We.
831
1Wl
I4 0
12-0'
PRECAST
WS
3
mb
Ile
181
1635
14-e
5-4'
F1EBTfE9SED
f214
d.
2345
2345
Sea
n83
(D4
n
206
256
S96
ills
Il-4
-0'
PREP
W4
B50
550
464
518
1I
IB 0'
F'RESiPE68ED
Ms
as
Do
39
135
10-f
IB-B'
B ED
PREIRS6
(D5
13
@B
eat
e b
21.4•
20 -o
PRESTRESSED
G)s
flp 5
1062
1062
'A4
burl
22 0'
20 r8
PRESiREO5E0
(2)5
)5
E54
999
2se
565
24 f
]2-0'
RIF9TRF89ED
l215
)9
624
824
.39
1 413
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
fOnL (Al
GRAVITY
cAPACitt
(V5L(IT5U
UPLIFT
LAPAGtt
(115L(I.
UPLIFT
LAPKITY
fIAL (2MU
BOrtO18AR
RCP BAR
-6
C
(2) 1
(2)n
dead
WOOD
loono
Coda
3 W
21.2.PRECAST
(2)t
(>
10DID0
10000
10001
100me
4-V
3-B
PRECAST
(Dn
(Dn
1916
10000
WOOD
ImmeO
4'-b•
3.2
PRECAST
(2)n I
(Dn
6001
boll
'w00m
10009
4'-'.3.4
FlRECAST
(Dn
(2)n
550)
100o1
of
dodo
5-4'
4-V
PRECAST
fD9
(2)n
9Wl
10000
636E
loses
5
4-1
PRECAST
(D3
(2)n
Feel
Al
sees
10020
6 4
5-V
PRECAST
f2)•4
(2)n
WON
bflw
SKI
10098
b 6
5-'
PRECAST
W-4
(])n
IlIDmm
'woos
Sea
10000
6-B
54'
PfECAOT
0)14
U)e
9636
ease
Sao
al
7-6'
6-1.PRECAST
(2) %
(D n
1408
9961
Sole
)693
T-W
6-4
RECAST
(D4
f)n
1054
916E
M62
i326
B-0
6 8
RECAST
0).4
(Dn
64M
1091
3328
6661
laur
1.0'
FTECA5T
(2)°4
(2)n
5064
6133
MIT
6091
9-F
8. f
PRECAST
CV-4
G)
4561
Sobs
2355
414E
10 6'
9.2
FRECW
(2)•4
fDn
3526
3844
Oft
3663
II-4
10.0'
FFECAST
(D5
(2)
3290
329E
S21
3m99
12-0
IID-B
PRECAST
We
M5
390E
2536
aft
1 2133
I2-B
T.2.PRECAST
WS
WD
211E
2115
1I
W.V
PRECAST
(D5
G)5
2416
2416
14-
F248
PRECAST
(D5
W5
2216
2216
14 V
U-4
PRESTRESSED
G)14
)
2811
2611
514.
14'-0'
STRESSED
(1)4
2)n
2616
26B
Il 4
16'-0'
PRESTRESSED
(D4
On
2023
1W9
it
IB-0'101
Bon
IB-B'
PI@BiREbeEO
fD5
f2)5
H96
14%
124V
204'
9 65E0
f2)9
(219
130E
930'-e'
REB1RE55EI)
(D5
(
22
n 2
]2-e'
RE61FE`.aED
(D5
(1)5
bl4
1014
l
TABLE NO 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LNEL.
LENIN
CLEAR
8PAK
LINTEL TTPE
LNTEL STEEL
PLAIN
G Yrrr
LAPACIFY
GRAVTY
CAPACITY
mnL(IAu
GRAVITY
LAP4CIY
(IAL(11ri11
6RPT
CAPACITY
flnLnM1
UPLIFT
CAPACITY
fI lLGM
BfliQ18AR
TOP BAR
O
3
E.I.
33'
PRECAST
)
2)n
1513
R65
B65
2480
I480
40
2-1'.
FfELAST
(n
(2)n
IN
W5
H25
I
U63
4 6
3.2'
PRECAST
(
)
Big
IBI
III
H89
H59
4 B
3.4'
AST
(31n
fDn
sled
M
as
less
5%
6 4
4-d
CAST
(D5
)n
659
930
el'
1114
IH
5 w
4-0
PRECAST
W5
Wn
511
B99
Sea
led
S66 -�
64'
9'-V
FR T
W
fDn
494
141
141
115
05i
G'-b'
PRECA81
4Vr
13
1B
130
Be2
6 8
5 4
PRECAST
(2
458
693
693
He
19e
6 2'
FRECLST
)n
3m
5M
SBb
as
661
UB'
ST
fD4
(t)n
315
568
568
d99
641AST
(D•4
fDn
Sea
536
636
452
60984•
AST
W-4
()n
334
50l
San
4P
5MAST
()•4
(3)n
e6
435
4%
35
4
b'W
44PRI�IT
AST
M-4
fDn
245
311
3T1
235
423AST 1
R)5
MD
25
345
345
SeaT.V
AST
ev
(2)9
We
282
262
I3
2159iB1238U'-4'
n-ASi
3
BI
B1
I�
1,
as
4'-0'
U-B
PREUBT
(D5
Q6
0
51
109
51
TABLE No. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS ODOR HEADER
LINTEL
LENGTH
CLEAR
SPAN
LINIELTYPE
LMTFl 57EL
INFILLED
GRAVITY
CAPAd ",
GRAVID'
CAPACITY
(IAL (0MU
GRAVITY
CAPACITY
(1Mt (IMl
IIPLFT
CAPACITY
(IPA (IMU
PLFT
CAPACITY
(95L (2)SU
BOTTOM BAR
1GP BAR
-B
C4 i
360
651
MI32N
Wu-
4 -V
2'4
PRECAST
(D7
fDn
131
1426
His
1
1303
4'-2'
TIix
RECAST
(Dn
n)n
1041
020
820
ITS
ITS
4'.4'
N-e
PRECAIT
n1n
(D
963
I30
am
B96
Ball
4-B'
3'4'
PRECAST
!Dn
re)n
BAR
1091
Ios1
DW
2%
-4' -4'
CAST
(2)9
V2,
Bob
046
'Lw3
01
455
bee
sea
SIR
Few
T'-B'
V4
RECAST
(2)4
3t5
568
%8
499
"I
1-1.
7,-4.
PREDABT
(Dµ
316
480
480
375
546'
B'-4'
PRECAST
W4
2
213
45
TV
412
DET L
21l CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3. MASONRY:'
3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF TIIIE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08.
3.2, MINIMUM MASONRY UNIT STRENGTH: PM SOO PSI.
3.4-, MORTAR SHALL BE TYPE 5.
4. STRUCTURAL: j
4.1, SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING CP e" (WITH A MINIMUM ACCEPTABLE BEARNG OF 4' PER FLORIDA BUILDING C9@E RESIDENTIAL, 67H EDITION 12017F SECTION R606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (20141,, SECTION 2104.1E
1) 'i CONTINUOUS
3 6 8"X16" KNOCKOUT E ACI(
• •. .
;1" 3000 PSI GROUT
-
.4
(PLACED IN FIELD)
!4
TOP BARS
:y.SEE SCHEDULE
1
6 •
(1) #5 CONTINUOUS
`` �'
7 /32" STIRRUPS AT 4'-0" oc
•yin (11ED OR WOLDED)
BOTTOM BAR
SEE SCHEDULE (PRECAST)
8/16-S-(T) #5/(1) #5
PRECAST
(1) #5 CONTINUOUS
I3
313.
B"X16" KNOCKOUT BLOCK
�"' 4 ' •%
j000 PSI GROUT
,P
(PLACED IN FIELD)
r
TOP BARS:
SEE SCHEDULE
(1) #6 CONTINUOUS
RRUPS T 4-0" x
(71E3D"OR¶NELDED)
�.2) STRANDS 7/16"--
WRE STRESS RELIEVED,
270ksl PRESTRESSED
CABLE
8/16-S-(1) #5/(1) #52
PRESTRESSED
3[a'
16
•
:I
N11N
•
••4.
r
TABLE No, 8
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LNTEL
114
CLEAR
SPAN..
LINTEL TYPE
LNTEL STEEL
GRAVITY
CAPACITY
(0ML(MJ
GRAVITY
CAPACITY
(IML(IMU
UPLIFT
CAPACITY
(IML(IMu
UPLIFT
CAPACITY
nM (2MU
BOTTOM BAR
TOP BAR
790-
-6
LAST
] n
n
al
50T4
Im0m9
Rallm
I0m0
3'-6-
2'T
PRECAST
fDn
2 V
RECAST
(Dn
Wm
MI
ADDS
1440
CM
4.6'
3-Y
RECAST
(2)n
DM
2141
TWO
Ilia
U26
4 8'
3-4
PRECAST
(2)n
D)
2515
6231
3160
716
5.4'
4.0'
PRECAST
(2j5
(2)n
(Dn
(yn
(2)n
(2)n
API
3344
3m38
20
27M
2B3
44n
3564
SODS
2881
2138
I 219S
3169
306E
1539
23n
]259
n29
4030
SON
3219
SOPS
2055
2309
510'
4.6'
PRECAST
(2)3
S-V
FIECMT
!2)e4
5'-T
RECAST
M4
6'-B'
S'4'
RECAST
(D ea
PRECAST
I 1114
l-B'
6'4'
PRECIei
W4
E
l
1645
1494
2M
20as
B-0-
&b
FREC40T
(1)4
B-4'
1'-0'
PRECAST
W4
5
)363
51BRECAST
M4
f2)n
IRECAST
(D4
(2)n
511'-4'
VwO1
RECAST
M'S
B.
ffila25W5
61B
AI12'-0'
I0'-8'
PRECAST
MS
(2)9
1
594
6,e112'-6'
R.D.
PRECAST
W'S
B
541
ee613-4'
rs'-0'
CAST
W5
0)3
2
46SH'-1'1.4.FRECAST
W5
fD9
2
414
Bye
TABLE No. 10
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" RECESS DOOR HEADER
LINTEL
1241H
CLEAR
SPAN
LINTEL TYPE
LMEL STEEL
GRAVITY
CAPACITY
(0ML(V6U
GRA4Tr
CAPACKIT
(InL(Ift
UFLRT
(Il ((CAB
IIPLFT
(IAL(2nU
�romel
TOPSAR
3.8
-4'
PRBX5T
9
WTV
Tur
PRECAST
(Dn
(2)1
3651
10000
1"0
10000
4'-2'
21-V
PRECAST
C', -1
(2)n
3306
Was
6143
10000
4'4'
3'-0'
PRELF5T
Mn
:(2A
3008
Sol
6135
9566
4'-'
3'4
RECAST
Wn
fLn
25H
6231
5160
1216
le-S'
4-4
PRECAST!D9
B14
Sale
3M
1042
6'-8'
544
RECAST
f21%
213E
2150
225a
2855
T-B'
W 4'
PRao4V
W 4
1
206
208
164E
2219
8'-9'
1-4'
RECAsi
re)4
n
899
TO
1241
17W
9'-8•
B'-4'
PRECAST
CI
(2
Bb
1436
914
Sea,
34°
8/16-S-0) #5/(1) #5 8/14-S-(1) #5/(1) #5
3R"
3a'
aflHOl-
A R C H I T E C T S
Design
Grou INC
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�IIIIII"
��YOC.000P�
SVBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.058/00001
PAGE:
LINTEL
LOADS &
DETAILS
160 MPH EXP. C
ARCHrrECT--
STATE OF FLORIDA
/5/19
�4"=1'-0"
lop
SQ.FT.
CALC.'S
IST FLR. LIVING
1,452
SQ, FT.
TOTAL LIVING
ENTRY
LANAI
GARAGE
1,452
19
SO
393
SQ. FT.
SQ. FT.
SQ. FT.
SQ, FT.
TOTAL
1,944
SQ. FT.
CUBIC VOLUME
LIVING 12032
SQ. FT.
EXTERIOR MASONRY
WALL BRG. HEIGHTS
8'-8' BRG.
LOAD BRG. WALL
NON-BRG.WALL
COMPONENT AND CLADDING NAND LOADS BASIC WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL •
SOUARE
WWDR
ZONE
160 MPH WIND
FOOTAGE
DESIGNATION
�TM'/��
1
112
161-01 1-0'
1132'
84'
5
26.09/ -44.03
ONX
2
20
3068 DR.
36
80'
4
30.64/ -30,64
3
11
25-SH
38,
(03'
4
3231/ -42.62
EGRESS
4
11
E05
36,
(03,
4
3231/ -42b2
5
42
5066 SGD
14'
SON
5
28.14/ -51.09
6
Il
25 SH
3'
4
3231/ -42 62
1
11
25-SH
T38-b
3,
4
32.31/ -42.62
8
it
25-SH
3'
5
30.64/ -51.18
EGRESS
9
11
25-SH
3.
5
30fo4/ -51.18
EGRESS
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VULT=160 / VASD=124 MPH
B. INTERNAL PRESSURE COEFFICENT=+ .18
C. RISK CATEGsORY=TYPE It
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE Vult DESIGN WIND SPEED. FEICK 6TH ED. (2011) ALLOWS THESE
PRESSURES TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWABLE
OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS.
N �
DBL. TOP
PLATE Q
v m
m
CABINET
\-2x6 WOE REAMED
• *' O.C.
SECTION
oe,. '-,_
BM
►r11MIM
301-011 101-0"
11-011
Q
i
LANAI I
5'-o'x1o'-o'
s'-a' CLG.
co
3' 1"v 14'-2" 8' 10" 1 _8
I 5 _g
I
25-6H
O
O
O HB
I O
I
EGRESS
25-SH
25-SW]
5068 SGD
N Lu
V
CIR/7
GREAT ROOM
I
9
O
14'-Vx1S'-4'
I DINING
■
8'-8' CLG. =
I 10-0'x9'-0'
•
OWNER'S SUITE
o,
I
14'-0"x13'-4'
I
1/c -2"
I el-oll
i
SHOWER HEAD
010
S
rl o
Nj
e�
f
I
A I
II
■
"
R/7
;
ry53
2�
zd
4'-4"
3' 6" 4'-8"
5'-10°
1
3'-2" 2'-8"
1' 10"
d)
0. BATH
ro
Q
PAD OUT WALL
KIT
HEN
r
a -a' CLG.
e
v
m
s 12' AFF. C
R/T a'-e'
CLG.
a ;
v
LL
0 o II
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I iiTG
totIti
REF. i
------
SHELF
A/C
-
2x8
r
N
I
v
„
Q
W.I.C.
a'-s' CLG
15::F; i 1 e
I"' iw� ) i I m
1 A 1
HOWER HEAD
■
v
"�
m
■
m
— — — — —
J ��
TUB
mx
WDE--
BEDROOM 3
10'-O'xll'-O'
r 1
[50LLAIRD
36'z22'
I ACCCESS
c0
8'•8' GLG
�qt0
■
��
L---U
4
FOYER
R/T ro i
3-0 BF.
4,
s-e'cL�
I iRACs
�1 u
I L--- J 2-6 — —
2—CAR GARAGE��
IR ISH
NK
Q
18'-O'x2O'-O'
r
r —_ ■ r o •
8'-s' GLG.
\ M.T.
C
ECTRICAL v
'
m
ENTRY
_
PANEL
6'-6' GLG
— — —
r
FAD -OUT
—
2'-IO° 3'-2"
HB
I ■
N
-'
TRUCK BLOCK
= I m BEDROOM 2
01
s GARAGE WALL
I `r 12'-O'xi0'-0'
I r 8'-8' CLG.
�
I
O 16'-0' x 1'-0' 01-w
r ■------ •—r -■
25-SH
■■
■■■
-------------
3
EGRESS O
2'-4" 2'_4" 81_01,
zi
40' -V
FLOOR 1P ]L N
SCALE: 1/4 = 1'-0' ELEVATION "A'
A R C H I T E C T S
Design
Grou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
E
8
E
0
L
cc
I�
SUBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL
1452
moo-01
PROJECT#:
R5025.058/00001
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DAT 2/5/19
sc 1'—O"
S EET
4 OF
A R C H I T E C T S
5HINGLE5
(TYP)
SCORED LINE
(TYP)
8'-8" BRCx. HCsT.h -
-
6'-8"_--
TEXTURED CEMENTIOUS
COATINCs PER IASTM
C92(o) (TYP)
0'-0" FIN. FL
1'-Cu
t%' 8" HDR, HCsT,
6' W. SCORED LINE
0 0
(TYP)
TEXTURED CEMENTIOUS
COATING PER (ASTM
®
C926)(TYP)
----T--- T--
�0'0" FIN. FLR,
FR NT FELE"NATION
SCALE: 1/4 = I'-0' ELEVATION "A'
8'-8" BRCx. HCxT.
11 _ � II ••
6'-8" NPR. HCxT.h --__--
�)'-O' FIN. FLR.
M
HGT
6'-8' HDR. HGT.h -
0'-0" FIN. FLR.h _
't—L—
:"��
OFF-RIDCsE VENT
OFF-RIDCsE VENT
8'-S" BRCi. HGT
ATTIC VENT CALCS
AREA OF ATTIC
1864 SQ.FT.
NET FREE VENTILATION AREA REQUIRED (1/300)
6.21 SQ.FZ
REQUIRED VENTILATION AREA (6.21 x 144)
894.7 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 894.7)
447.4 SQ.IN.
OFF RIDGE VENTILATION AREA
115 SQ.IN./VW
SOFFIT VENT VENTILATION PER IF
11.74 SQ.IN./LF
TOTAL # OF VENTS REQUIRED
3.89
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP OF ROOF
447
SQ.IN.
REQUIRED IF OF SOFFIT VENTILATION
39
IF
PROVIDED LF OF SOFFIT VENTILATION
187
LF
z �-
C'-8"
TEXTURED CEMENTIOUS
COATING PER (AM
C92(o) (TYP)_/
--------------------------
01
HCxT.
- 0' 0" FIR.
r
_
0'-0" FIN. FLR,h
_
12
5
-------------------------
TEXTURED CEMENTIOUS
�COATINCs PER (ASTM
C926) (TYP)
N
12
5J—
RIGHT ELEVATION
SCALE: 1/4 = I'-0' ELEVATION 'A'
5
OFF-RIDCsE VENT
OFF-RIDCsE VENT
RE ARD E L E V A TIN
SCALE: 1/4 = 1'-0' ELEVATION 'A'
OPEN ?
8'-8" BRCS, HGT.
(o'-8" HDR. HGT.
0'-0" FIN, FOR.
8'-Vl BRCS. HCxT.
1'-V
,i6'-8" HDR HCxT.
2'-0°
TEXTURED CEMENTIOUS
COATING PER (A5TM
C926)(TYP)
0'-0" FIN. FLR.
LEFT ELEVATION
SCALE: 1/4 = 1'-0' ELEVATION 'A'
Design
Gro u .NC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
i�"'lllll'I
I
E
8
E
�L
C
SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.058/00001
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
DA E.
2/5/19
S ALE:1/4"=1'-0"
SHEET
5
OF
A R C H IT E C T S
NRLCT{ S CILL
CONNECTOR
CONTROL DATE: - -
1 U L E
SIMPSON
ASP
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
(U Imd x 1 1/T' -PLY, (6) 166 2-PLY, (USP; (ID) Imd X 1 I/2" - NO 16d OPTION)
145o
HTA 16-IB
14m0
FUPLIFT
BBB
(10) Imd x I I/2' I -PLY, (USP: (10) 11
!14) 16d 2-PLY N6P: NO 16d OPTION)
810
16 5j
Ib15.(9)
(9) Imd x I IQ° 6PLY, (5) lad 2-PLY USP: (10) Imd x I In', NO lad OPTION1510
Imd x I I/2' -PLY, (B) Ibd 2-PLY USP: (10) IOd x I In', NO Ibd OPTION
2035
a162�2B0OBm0
31T0
(10) Imd x IR' I -PLY U6P: 00W Imd x I V2'
(IV 16d 2-PLY (USP; NO 16d OPTION)
2500
Z
LGT-2
211
1916.(n
(U - I/4' x 2 I/4' TITEN, 2 PLY (U6P: ELK (5) 11 WE, WOOD (16) Imd
O
Q
DETAL-2m
2460
FOR SIMP81
- I0d x IR, PLY
(V 5/e' A.T.R IN HIGH 67RENGTH EPDXY (MIN. 12' EMBED), (22) 106 TO WOOD W5P: (25) Imd TO WOOD)
MST
3965
MUST
40021
(2) 3/4' A.TR. IN. HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) i@d TO WOOD (45P: WOOD (BJ 10d)
HGT4
1e980
HUGT-2
9365
(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WDOD l8) 10dJ
HGi-3
1053@
HW'T-3
9365
(12) SOS I/4°x2 I/2' TO GIRDER (4/3/e' x 5' TITEN ND TO WALL NSP: GONG (4) 3/8' k 5' WEDGE BOLT, WOOD (12) W525)
LGT3-SD62S
3285
LUST-3
5330
LTA2
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
LPTA
1555
00) IOd x I-I/2' (USP: (10) 10d x In'
VGT
VG
WALL
4940
NO USP CONVERSION
FOR SIMPSON
VGT
(1)5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED; (16)-SDS I14'X3° TO WOOD
VGT
MT5-12
lies
1000
NO USP CONVERSION
MTW 12
FOR SIMPSON
1595
12) VGT)
(2) 5/8- A.TR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (32)-SD3 1/4°X3' / 2 PLY
(14) 106 x 1 In' (USP (14) 10d x I In, 04) 106)
HTS-16
HT5-20
1150
1450
HTW I6
HTW 20
Ibbm
1 2045
(16) Imd x 11/Y CUSP: (16) 10d x/2', (16110d)
(24) 106 x IVY (USP: (24) Imd x I [a , (20) 1Od)
HT5-24
1450
HTW 24
2045
(24) Imd x 1 la' (U5P: (24) Imd a I)aY, (2m) 106)
LSTA-12 +
925
LSTA 12
9lm
OV 106 USP. (10) Imd
LSTA-15 ++
1235
LSTA 15
136@
(14) 1Od U6P: (14) Imd
MSTA-IB ••
1315
- M67A-18
1315
ll4J I@d USP: (14) 10d
M57A-24 ++
1640
M67A.24
I150
) I
(IB) Imd USP: (md
N
d
M67A-3e ++
2050
MSTA-3@
2140
(z2)1md usP: r22) Imd
Q
M5TA-36 +
2050
MSTA-36
2525
/26)IOd USP: (26)10d
F-
(n
MSTI-36
M5TI-45
H6
SPA
A34
HCP2
LIDA
VGT l HDU4
3800
5065
950
555
395
645
1340
4565
K51I 236
KT51 248
LFTA 6
SIFT 4
MP 34
HHCP 2
RT 16A
PLO 4A
3090
4250
1595
Z45
410
1070
2lsm
4535
136) IOC x 1 I2' USP: (36)10d x In.
(41W IOd x 1 1/2' Lap; (48) 106 x IR'
(S) ed TO PLATES, (6) 8d TO STUDS (USP (16) ad x I /T, (16) 5d)
(6) lOd x I I TO STUDS USP: (6) 106 x I In' TO STUDS
(4) ad x 1 1/2' TO BEAM, (A) ad x I n' TO POST. USP: (4) 56 x 1 IR' TO BEAM, (4) Bd x I la' TO POST.
(12) Imd x I/y USP, (10) IOd x I In- TO TRUSS, (10) I011 X 1 la. TO PLATE
(18) Imd x IR' USP: (9) 1Od x I In' TO TRUSS, (5) IOd X I In' TO PLATE
(I6)-SDS I/4 x3' TO WOOD, (10)-6DS 114-4 In' W/ THREADED ROD, (2) NUTS/WA6HER/2 PLY
USP. 5/5' ATR MIN. l EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD 9CREW5
VGT e HD'8
4940
TDX I@
511e
(Ib)-6DS I/4'x3 TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NU7SALAoHBR/2PLY
U6P. '1/8 ATR MIN l" EMBED SET IN HIGH STRENGTH EPDXY (4) V8' THRU-BOLTS
V%1340
0loco
2200
2300
66b5
1200m
PAU 44
PA4 66
LTs 19
LT5 205
2535
2535
1205
1105
6115
I9815
(V 5/B ATR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN GONG, (12) 16d TO LOCO USP: SAME As SIMPSON
(V 5/B AT.R IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN DONG„ 02Abd TO WOOD USP: SAME A6 SIMPSON
(U 3/4'AM IN HIGH STRENGTH EPDXY, (MIN. V EMBED) IN CONIC, (8AOd TO WOOD USP: SAME AS SIMPSON
(U in' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONIC, 110AI TO WOOD
USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 104 x I In', 2-I/2'
04455
PHTT4
HTT45
4465
(Ub/B' AT.R IN HIGH STRENGTH EPDXY (MIN. V EMBED,) IN GONG, (IB) SD-O X I IR' (USP;. (20) lad X.2-IR7
USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-U2', (20) lad x 2 In'
Z
Q5090
HTT45
5430
(U 5/e' A.TR IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONC., /26)16d X 2 IR' (USP: (20) Ibd X 2-1/2'l
USP HAS MORE NAIL OPTIONS: (28) Imd, (28) Imd x -IA', (20) Ibd x 2 IA'
HDTB
MBHA 356/1115
11,510
6645
3415
5330
4PHD II
TOX 10
NFM35XI2U
12090
5110
3169
1I30
(U I' A.T.R IN HIGH STRENGTH EPDXT, (MIN 10- EMBED) IN CONC., (24) 3D5➢o x 2V WOOD SCREWS IL f24) WS3 WOOD SCREWS)
(1)1/& AB. IN HIGH STRENGTH EPDXY, (MN.'P EMBED.) IN CONIC. (3) 3/4' STUD BOLTS TO WOOD CUSP! (417/8' BOLTSI
SIMPSON: (V 3/4' A7.9 IN HIGH STRENGTH EPDXY, (MIN. 6.T5' EMBEDMENT) IN CM1. TOP, (U 3/4'
A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6,15' EMBEDMENT) IN CM. FACE, (IB)IOd TO BEAM
RMHad,
9ET'/112EDHEAD DYNA BOLT SLEEVE ANCHOR OR ER. Wil MIN. 5- SPEED DEPTH INSTALLED IN THE FACE.
n
W
(D
Z
<
HU80412 (WOOD)
HUC410 (CMW
HUO21@-2 (CMUJ
HUC21O-3 (CMU)
LGUM26--<-SDS
3635
1810
isle
1510
1 1430
2660 (FLR)
HU5412P
HD410 IF
ND210-21F
HD210-315
NO'JSP CONVER510N
3060
1905
1905
IS05
FOR 51MP5ON
2530 (FLR)
(10) laid To HEADER (10) 166 TO WOOD USP: SAME A9 SIMPSON
(1 I/4' .2-3/4' TITEN (9 PER FLANGE) TO CMU, 60) IOd TO WOOD: (USP: (18) I/4' x 3' W53 SCREWS, (10) 10d TO WOOD.
(IB) I/4' x 2-3/4° TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: CUSP: 618) 1/4' x 3- US3 SOREW6, (10) IOd TO WOOD
(18) 114' x 2-3/4° TITEN (9 PER FLANGE) TO CNN, (le) Imd TO WOOD: CUSP: (18) I/4' z 3' W63 SCREWS, NIIOd TO WOOD
I (4) 3/8' x 4TITEN HD ANCHORS 0 PER FLANGE) TO CHU, (4) 1/4' X 2 1/2' 8D5 SCREWS TO WOOD
3265 (ROOF)
5m85
SOBS
4000
55W
3225 (ROOF)
3175
31T5
3175
LGLL I26-2-5D
HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY-TE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN l' DEEP, THE VERTICAL CELL IN C.MU, WALL MUST Ew FILLED SOLID W/ GROUT.
++ Imd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 In' NAILS IN CONJUNCTION WITH A 239 REDu IGN IN THE ALLOIOAELE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
++ MINIMUM EMBEDMENT INTO THE TOP OF A Em D5EAM WILL BE 5%-NIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T
'
(n
w
F-
A.TR = A-301 ALL THREAD ROD (51ZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
O
BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIOk5 THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR RAKING SGRE THAT THE PROPER CORROSION PROTECTION
5 USED.
WHEN USING 5-AIN'_E55 STEEL CONNECTORS, USE 5TAINLE55 5TEE'_ FASTENERS. WREN USINS ZMAX / HDG GALVANIZED CgNNECTORS, USE FASTENERS SALVANIZED PER ASTM-A!53
u5SE OF EXPANSION ANCHORS ILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPR-_I_ AROM THE ARCHITECT/ENGINEER GF RECORD PRIOR TO USE.
ALL CONNECTOR 1ALUE5 BASED ON 61MPSON "WOOD CON57RUCTION CONNECTORS OQm13' , 'HIGH WINO-R c ST-� CONSTRICTION G-'�2-. 4NO ANCHORING a FASTENING SYSTEMS FOR CONCRETE 1 MASONRY CATALOG
O-SA5-2m12,
2x12
(42 SYP)
l/I6' OSB
(TYPJ
NAIL (3) 12d • &'-S' O.G.
TYp 2x12 BM_/HDR.
0 ENTRY
MINIMUM WALL
REQUIREMENTSDER
MAXIMUM HEADER SPAN (ft.)
UP TO
SILO' TO
8'-0.
U.N.O.
4'-II 1/2'
-II I/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 ROOF/FLOOR TRUSSES,
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD. U.N.O. ON FRAMING PLAN.
6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE
EXTERIOR MASONRY
WALL SRC,. HEIGHTS
LOAD®
NON-BRCs. WALL
(2) META-16
BI
152
53
54Cs
J4
J2
I I I I
I
-14, -
I II
--�-IF: IF
I
=
I I I
7.� I � — I_
E
L
IS
li If
di
dl
r
r
r
r
r
r
r
r
r
r
r
r
II
a
_ - S-Ti- ----
41 011 / I-011 /_, II / I-011
=�3
I
c�AC
—
Ix4 5TiM. CHORD 5RACINCs
l2' OL. MAX, SECURED W/
(2)10d COMMON NAILS
'EACH CHORD INTERSECTION
Z==
_
If 11 n u
ROOF FRAMING PLAN.
SCALE: 1/4 = P-m' ELEVATION 'A'
Ai
�U
44 0
0
I
43 O
IL
lie
A2 _j Z
z�
Al w
Q
Q
A2
CI
C1
C2
C33
J4
J2
(2) META-16
Design
,GroulTINC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.a bdesigngroup.com
AA #: 0003325
�II""IIII
��omoom�moOJ
EA[
8
O
STJBDIV. 8e LOT
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.058/0000
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
DA - —/5/19
sC /4"=1'-O"
SHEET
6 OF
A R C H I T E C T S
S
ELECTRICAL LEGEND
5YM50L
DEFINITION
NOTE5
110v DUPLEX
RECEPTACLE
110v FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
IIOV SWITCHED
BOTTOM HALF SWITCHED
DUPLEX RECEPTACLE
IIOv GFI DUPLEX
EQUIPPED W/ GROUND FAULT
INTERUF'TER (TAMPER RE616TF1NT
c-jFI
RECEPTACLE
TYPE)
®
220V RECEPTACLE
4 WIRE CONNECTION
JA
110V DUPLEX
EQUIPPED W/ GROW FAULT
(Iwn, 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-
K
KEYLESS
�(
5RC
LIGHT FIXTURE-
VAPOR PROOF
V.P.
k,(
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UC
UNDER CABINET
—
LOW VOLTAGE
PANEL
PANEL
din
METER
SMOKE
BAIT. BACK-UP W/ HARDWIRE
$D
DETECTOR
INTERCONNECTED
CARBON MONOXIDE
BATT. BACK.uP w/ HARDwim
DETECTOR
INTERCONNECTED
CEILING: BOX REQUIRED TO BE
O
J BOX
SUPPORMD IN ACCOWANCE W/
BOX MARKED A9 6UCH FOR
INSPECTION
FLOOD LIGHT
DC
DOOR CHIMES
Ty
TELEVISION JACK
TELEPHONE
JACK
4
GAS OUTLET
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE
PLAN:
1452
LOAD INFORMATION
VA
1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
4,356
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA
3000
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
45,602
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD 0 407= 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 HEATI
10,460
TOTAL LOADI
34,691
CALCULATED LOAD FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
(3) 01 THHN/THWN COPPER CONDUCTORS,
(U " 6 TIHIHN/TWU.N COPPER GROUND IN 2" CONDUIT.
TRANSFORMER BANK: 50kVA
VOLTAGE: 1620/13200-240/480V NEMA 3R 200 AMP
SERVICE: SINGLE PHASE 120/240
TYPE: UNDERGROUND COMBO VOLT 42
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS
AT SECONDARY SIDEt (120/240 VOLTS) M AND METER MLO
MAXIMUM FAULT CURRENT: IS3W amps CAN
POWER COMPANY 200
TRANSFORMER AMP. PHONE /DATA
WEATHER
PROOF BOX
SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL
AT LOW VOLTAGE CONNECTIONS
GRADE LINE
200 ,4M� ELECTR)CAL RISER PROVIDEEN/THWNCOPPERCONNECTED
TO CONCRETE ENCASED FDOTER STEEL AND
NOTE: COLD WATER PIPE.
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC 18 USED THERE IS NO
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL 5OND/GROUND TO COLD WATER PIPE.
CODES, AND THE LOCAL POWER CO,
CABLE / Tv
WEATHER
PROOF BOX
WP GFI
I'
SPRINKLER
CONTROL
�(L
OWNER'S SUITE
IIY MIIIV /
2-CAR GARAGE
COACH
LIGHT
GREAT ROOM �
SCALE: 1/4 = 1'-0' ELEVATION 'A'
BEDROOM 3
BEDROOM 2
P.N.
JACK
101 111
QED. 20 AMP
OUTLET FOR
a M. WAVE
Design
ro up INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�umaui
,�raaoemomm�
sysDIV. ea LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-Ol
PROJECT#:
R5025.058/00001
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DA : 2y5/19
SC' :1/4"-1'-0"
SHEET
7 OF
A R C H I T E C T S
Building Permit M
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name: NVR Inc DBA Ryan Homes Applicant; NVR Inc DBA Ryan Homes
NVR - Business Use Only
Product
Opening
Rated
Product
Design
Design
Approval
Product
Pressures
Pressure
Manufacturer
Model If
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
+/-75 DP
Ply Gem
Series 4700 Flange
FL 15264.2
N/A
Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 W minimum edge distance
Fixed Glass
+29.65/-38.87
+/-SS DP
Ply Gem
ISeries 4701 Flange
FL 14434.1
non -impact
# 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb 13)
Sliding Glass Doors
+28.74/-42.62
+/-50 DP
Ply Gem
Series 4780
FL 146341
non -impact
3/16" Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/Sill (6), lamb (5)
ITW Tapcon %", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO
Iclopay
Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1', Min Clearance to adjacent anchor 4'. Anchor
Swing Type Doors
+30.64/-30.64
+67.0/-67.0
Therma Tru
3'0"x8'O"
FL 5891.5
N/A
Spacing Max 185' O.0
Jamb to block on vertical jamb 1 4" x 1 1 4" min embedded Tapcon. Max spacing of 71 " and 1 OD steel washer
Garage Doors
+25.91/-3139
+36/-42
160 model 73W6
FL 16546.4
N/A
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
1FL 18355.1
N/A
Soffits (Panel Walls)
N/A
N/A
Ply Gem
Mastic Soffits
1FL 23352.1
N/A
Structural Component
N/A
N/A
Huber Eng.
ZIP System
IFL 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 code provisions.
Name: James Joseph Cantwell Signature:
Design Prof: Architect Cert. No. AR0012079
Date:
seal
4Design
Grou INC.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
S UBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL :
1452
xXX00-01
PROJECT#:
R5025.058/00001
PAGE:
PRODUCT
APPROVAL
160 MPH EXP. C
IrARCHITECT.
STATE OF FLORIDA
DA',r : 2/5/19
s AT :1/4"=1'-0»
1 �1 M I�i
(V 5 MBAR VERTICALLY
POURED CELL
(I) 5 REBAR VERTICALLY W/ CONC.
(2 8' MIN LAP)
- POURED CELL (28' MIN LAP)
_
MBUL. MIN.
�R-4.1
7EXiURED CEMENTIOU9 COATING
Z
L a w 8' CM
z w - PER (ASTM CMW (TYPJ
cl
a- Cmu
r E GYP. WL. BD.
.9 _ CURB HEIGHT VARIES
0
WO
WOOD BABE
W
>z
z
3 1/2' 0014 , FEW, W/ 6'x6'
ro WU P OR FIBERMESH ON
'z
ro° � - 3 IR' CONC. REINP. W/ 6'x6'WIAxIUIA
6-MIL POLY ETHYLENE VAPOR
_IUL4xW1.4 ULF OR FIBERMESH
6-MIL POLY ETHYLENE
BARRIER ON IIEiLL-COMPACTEDON
CLEAN TERMITE TREATED FILLVAPOR
F4'I
BARRIER ON
W WELL -COMPACTED CLEANL
TERMITE TREATED FILL
ECESS
4' 4' 4'
P-0. (2) 5 REBAR ON CHAIRS
REBAR ON CHAIRS
1-STORY FOOTING
1-STORY FOOTING
WALL
�1_AT GARAGE
VLBLOCK
WALL BEYOND
WALL BEYOND
3/4' RECESS FOR
PAVERS GARAGE DOOR
3 U2' CONC, RF.IIY
z U1.4 WIF OO R FEE%ON
W.4�d1W
L 6-ML POLY I!Wr BE VAPOR
v
—
-
w '�, BCRFIER O UELL-COMPACTED
° a n .. �
Q r CLENI TER117E TREATED FILL
�
P
3 14' CONC., RER�. W/ 6'x6'
a
WIAxWl.4 WUP OR FIBERMEBH ON
PAVER POLY VAPOR
a - WI.4xWIA WWF OR FIBERMEBH ON
BAR UELL-BVE
BAD BARRIER ON WE
FILL
. r 6-MIL POLY ETHYLENE VAPOR
BARRIER N LLB -COMPACTED
5 REBAR ON
TREATED
FOOTING CLEAN TERMITE TREATED FILL
CLEAN TEF UE ATED FILL
zW'
4' 4' CHAIRS
BEYOND
CU 5 REBAR ON CHAIRS
4'
L 4' 4' 4' 6' RECESS FOR PAVERS
EXTEND POOTR4G
i'-m
GARAGE STEP-UP
UNDER PAVERS
(2) 5 REBAR ON CHAIRS
NON -BEARING
'7 eALE: a••'-0'
Q GARAGE DOOR FOOTING
v eSeALE,1�',r-m.
PAVER RECESS
9A ENTRY DOOR
SEE MANUF. PRODUCT DETAILS
FOR REQUIRED SIZE AND DEPTI
z
OF RECESS FOR SAD. TRACK
L
m VARIES
W FMew FLOOR
(U 5 REBAR BET IN SIMPSON HIGH
`°'
e
Z STRENGTH EPDXY 6' EMBED. MIN.
(2) 5 REBAR • I -STORY
w >
(3) 5 REBAR • 2-STORY
OUTSIDE MBAR TO BE
a°
CONTINUOUS
3 1/2, CCNC. REINP. UI/ 6'x6'
a n
°-
WIAxW1.4 UAIF OR FIBERMESH ON
41
° �,. 6-MIL POLY ETHYLENE VAPOR
°e .. Q
BARRIER ON WELL -COMPACTED
CLEAN TERMITE TREATED FILL
2'-I' MIN. LAP
SLAB AT S.G.D.
TYP, RETROFIT FOR
11 SCALE:1'.1'-m'
A OMITTED DOWELS
REBAR LAP AT FOOTING
: /2.1'.0'
TIE VERTICAL REBAR
t0 HORZATIONAL
REBAR W/ 10' HOOK
GROUTED BOND BEAM
c VARIES PER ELEV.
z
a,
C
— I i
,G
CLEANOUT REQUIRED
Q FOR INSPECTION
i
0'-0' FIN. FLR.
p - ° TIE VERTICAL MBAR
`a
W DOWEL
(0 5 VIELAPPED
LAPPED W/ BOND BEAM
(0 5 REBAR AT CORERS
.e
- ^ - 4 TO HORIZATIONAL
REBAR W/ 10' HOOK
W/ 25' LAP MIN.
4.o'
TYP. REBAR LAP
HORIZONTAL/ VERTICAL
c AT LINTEL CORNERS
F REINFORCING
A R C H IT EC T S
Design
rou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
'�III'llll
I
Lp�Oom�vv��
SUBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00-Ol
PROJECT#:
R5025.058/00001
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DA /5/19
S /ALE:1/4"=1'-0"
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 J' DRYWALL WINDOW/DOOR JAMB
P.T. lx4 or'x4' MIN. lx4 or Ix2 P.T. NAILER P.T. Ix4 or J'x4' MIN.
(SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING lx4 or Ix2 P.T. NAILER BLOCKING FASTENER
FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE
POOR CASING
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING mm
EACH END and a 18' O.C. MAX P.T. Ix4 or'x4' MIN:
PER MFR'S SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
(1) �&' TAPGON (MIN. EMBEDMENT I J')
WINDOW TO BLOCK (+4" or +%4") WINDOW TO BLOCK (+3") 8' FROM EACH END and IS' O.C. MAX
or
DOOR JAMB TO BLOCK (A4" or + 4 DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH ENE) and
15' O.C. MAX
4A SALE: I'=1.0. 4E scALE: I'°I' m' MIN. SHANK 51ZE .145
MIN. HEAD 51ZE 300
MIN. EMBEDMENT 1'
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CEO
TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)TAPGON
❑ DO NOT EXCEED " ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I J') 6' FROM EACH
8' CMU BLOCK ENE) and 6 18' O.C. MAX
8' CMU BLOCKor
' DRYWALL 'DRYWALL (1)DRIVE PIN, 6' 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 9 18' O.C. MAX
(SEE WINDOW/DOOR JAMB BLOCKING " 055 (4' WIDE MIN.) MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT
POOR CASING FASTENER SCHEDULE FOR ATTACHMENT r
DOOR CASING MIN. HEAP SIZE 300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL
SHINGLES OR TILE (PER COMMUNITY SPECS) MIN. EMBEDMENT I j"
8' (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS FROM OOR JAMB / WINDOW
PER MFR'5 SPECIFICATIONS EACH ENE) and a 18' O.G. MAX (ATTACHED TO BLOCKING
PER MFR'5 SPECIFICATIONS) P.T. 2x6: C�RKI
OVER 030 FELT PAPER (OR APPROVED EQUAL) SECURE TO BLOCK w/ (2) ' TAPGONS
INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 %") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I �') 8' FROM EACH
6TH EDITION (2011)
DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or �' 05B) END and 6 18' O.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4' TAPGON MIN. 1 4" EMBEDMENT INTO BLOCK or
METHOD PER 'NAILING SCHEDULE°�� SCALE: r=r-o' l2) DRIVE PINS, S' FROM EACH END and
RE -ENGINEERED ROOF TRUSS Q IS' O.C. MAX
EMBEDDED STRAP WINDOW TO BLOCK (+3 %6) MIN. SHANK SIZE .145
ATT OR BLOWN -IN INSULATION 7 „ MIN. HEAD SIZE 300
(PER PLAN (R-VALUE PER ENERGY CALC5) NOTE: DOOR JAMB TO BLOCK (+3 l6) MIN. EMBEDMENT 1 j'
\ SHIM AS NEEDED 4F SCALE: I'=I'-0'
TO PLUMB JAMB.
METAL DRIP EDG ' GYPSUM BOARD OR J' HIGH ❑ DO NOT EXCEED' P.T. 2x8:
2x6 SUB -BAN STRENGTH CEILING BOARD
8 CMU BLOCK SECURE TO BLOCK w/ (2) ' tAPCONS
VENTE CONC. FILLED U-BLOCK w/
' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH
ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2xP1 Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and IS' O.G, MAX
ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or
RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' 055 (4' WIDE MIN.)
p0 NOT EXCEED (2) DRIVE PINS, 8' FROM EACH END and
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT
ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW DOOR CASING ❑ 9 IS' O.C. MAX
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK 51ZE .145
PER MFR'5 SPECIFICATIONS' DRYWALL MIN. HEAD SIZE .300
NOTE: P,t. Ix4 or �'x4' MIN. Ix4 or Ix2 P.T. NAILER
MIN. EMBEDMENT I "
(SEE WINDOW/DOOR JAMB BLOCKING P.T. ix (4' WIDE MIN.)
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT
ALL INSULATION THROUGH NON-STRUCTURAL MEMBER Nx or �' 055) DOOR CASING P.T. (2) 2x4:
(R-VALUE PER ENERGY CALLS) SECURE 2nd 2x to STRUCTURAL SECURE TO BLOCK w/ (1) ' T
BE
PRECAST OR POURED IN w/ J' TAPGON MIN. I 4' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMS /WINDOW � APCON
PLACE SILL (PER BLDR) —J' GYPSUM WALL BOARD EACH END and Q 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 8' FROM EACH
' TEXTURED CEMENTITIOUS 1) S REBAR VERTICALLY IN 15 PER MFR'5 SPECIFICATIONS) ENE) and g 18' O.C. MAX
WINDOW TO BLOCK (+1 16) or
COATINED CELL NTE5 (1)
G 216)N. (OVER GM (LOCATION RPER PLAN) DOOR JAMB TO BLOCK (+1 1i60) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED DRIVE PIN, 8' FROM EACH END and
� 18' O.C. MAX
8' cmu P.T. FURRING STRIPS 6 16' O.C. 4C SCALE, I�=r_0, THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145
w/' TAPCON MIN,1 J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300
OOD BASE MIN. EMBEDMENT I'
NOTE: WINDOW TO BLOCK (+3 %6")
SHIM AS
NE
EDED
B. DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2x6:
4G SCALE: r=r-m SECURE TO BLOCK w/ (2)' TAPCONS
" - ONCRETE SLAB ❑ DO NOT EXCEED
(SEE FOUNDATION PLAN FOR 51ZE (MIN. EMBEDMENT 1 A 8' FROM EACH
ANp REINFORCEMENT) 8' CMU BLOCK END and 18' O.C. MAX
XTERIOR WALL FOOTING DRYWALL UPLIFT UP TO 1,115 lb
or
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH ENE) and
BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WNDOW/DoORJAMB BLOCKING 6IMP60N HT520 w/ (10)10d NAILS TO TRUSS 4 a 16' O.G. MAX
2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) a X2' TAPGONS INTO BONA BEAM-ENGINEEREE) MIN. SHANK SIZE .145
SINGLE STORY SCALE: 3/4'=I'-0' DOOR CASING
DOOR JAMB /WINDOW for EQUIVALENT INSTALLED PER MFR'S SPECS TFJJ66 MIN. HEAP SIZE 300
(ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 1 J'
BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR ' HIGH PER MFR'S SPECIFICATIONS UPLIFT E F RUSE I / BEAM
(2) SIMPSON HT520 EACH SIDE OF TRUSS w/
BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOTE: (I0)10d NAILS To TRU65 4 (4) J'X2 J' TAPGONS P.T. (2) 2x8•. Em
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM
THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) (or EQUIVALENT INSTALLED PER MFR'5 SPECS SECURE TO BLOCK ') V F M EACH
S
W/ ' TAPGON MIN. 1 J'EMBEDMENT INTO BLOCK (MIN. EMBEDMENT 1 MAX8' FROM EACH
� � END and g IS O.C. A
_ 7 TAPCONS MIN. or
WINDOW TO BLOCK (+2 %") 22' APART COVER (2) DRIVE PINS, s' FROM EACH END and
OPENING 22" x 30' MIN. DOp CASING At SIDE 0 IS' O.C. MAX
ATTIC ACCESS 1 " MIN. SHANK SIZE .145
NOTE: ATTIC ACCESS WHEN PROVIDED AIR 5EAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /) &�USS ANCHOR RETRO—FIT MIN. HEAD 51ZE 300
3 SCALE:NTS.
SHALL COMPLY WITH MIN 30 HEADROOM WOOD GA51NG 4 GYP. C4D SCALE: N.rs. I,
PER R801,1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) SCALE: r=r-m' MIN. MBEDMENt I a
A R C H I T E C T S
Design
rou IrINC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MO DEL:
1452
XXX00-01
PROJECT#:
R5025.058/00001
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
D E: 2/5/19
NAILING SCHEDULE
ROOF DIAPHRAGM - ASPHALT SHINGLE
% O.5.B. or �' CDX PLYWOOD - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL
EDGES AND ad RING SHANK GUN NAILS e 6' O.C. s INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4' O.C. EDGEWISE.
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END.
ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL
V CDX EXTERIOR PLYWOOD or 15/2' APA-RATED 0.55. (AS PER MANUFACTURER'S
INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL
EDGES AND ad RING SHANK GUN NAILS 9 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL.
ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4' O.C. EDGEWISE.
2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END.
EXTERIOR WALL SHEATHING
% 0.5.5. or Y' PLYWOOD or Y*' ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS 9 4' O.C. a
PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP E BOTTOM PANEL AND ad RING
SHANK GUN NAILS a V O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.
NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACrEPTABLE FASTENER FROM
ANY MANUFACTURER
0
NAIL REQUIREMENTS
51ZE
HEAD
LENGTH
DIAMETER
TENSILE STRENGTH
SHANK
ad
ROUND, MODIFIED OR T
2 %'
.131
I10000
RING
(16-20 RINGS
PER INCH)
6d RING SHANK GUN NAIL5 a 4' O.G.
TOP 4 BOTTOM EDGES
TYPICAL EXTERIOR SHEATHING ATTACHMENT
FOR WALL SHEATHING
(0.55. TO BE STRUCTURAL GRADE)
0
r-
TOP CHORD BLOCKING 0 4'
O.C. MAX IN FIRST (2) FRAMING
SPACES a EACH END —
PRE -ENGINEERED TRU55
or RAFTER
ROOF SHEA
BUILDING LENGTH ,
ROOF SHEATHING LAYOUT AND ENDWALL
BRACING FOR GABLE END FRAMING
C ad RING SHANK GUN
NAILS 9 VOL. IN FIELD
TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING
(0.5.5. TO BE STRUCTURAL GRADE)
cad RING SHANK GUN NAILS m 12'
O.C. IN FIELD
or
ad x 3' SCREW SHANK BALLISTIC
ELECTRO GALVANIZED STRIP
NAILS g 12' O.C. IN FIELD
UNTHREADED SHANK TO EXTEND
BEYOND THICKNESS OF
SUB -FLOOR SHEATHING
TYP. 3/4' T4G SUB -FLOOR DECKING GLUED
TO ALL EXPOSED MEMBERS
TOP PLATES w/ 16d COMMON NAILS 9 4' O.C.
2-ROW6, STAGGERED
NOTE:
* DO NOT SPLICE TOP PLATES WITHIN 6'-O'
OF ENDS OF WOOD STRUCTURAL PANEL
SHEAR WALLS.
* THIS DETAIL APPLIES AT ALL EXTERIOR
WALLS AND INTERIOR SHEAR WALLS.
TOP PLATE SPLICE DETAIL
3 scale: 3/4'=I'-D'
A R C H IT E C T S
Design
rou 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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SVHDIV. 8e LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00— 01
PROJECT#:
R5025.058/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
2/5/19
SPAT :1/4"=1'-0"
11
VTCR oI
(1) a EA
Y O.G. M,
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'=l'-0'
SECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
RE 2x6 MIN, TO BLOCK w/
x V ANCHOR BOLTS w/ 2'
R SET IN SIMP50N 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 SIMPSON or USP
HIGH STRENGTH EPDXY (MIN. 6'
EMBEDMENT)
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'-V-0'
/-PRE-ENGINEERED TRUSS
9' GYPSUM BOARD OR
J' NIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS A 24' O.C.
(SIZE PER PLAN)
SECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS 9 32' O.G. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
I
INTERIOR NON -BEARING WALL
WOOD STUDS
SCALE: 3/4'=I'-0'
/RE -ENGINEERED TRUSS
GYPSUM BOARD OR
HIGH STRENGTH CEILING
BOARD
3 W TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
'GYPSUM WALL BOARD
3 V METAL STUDS (25 GAUGE) a
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE IT 12' O.C.
3 V BOTTOM CHANNEL (25
GAUGE) BOTTOM CHANNEL TO
SLAB w/ ICd x I' MIN. MASONRY
NAIL w/ WASHER 6 32' O.C. MAX.
ONCRETE SLAB
ISEE 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'
' TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC, POURED
COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
C926) OVER CMU_ ' GMU BLOCK
,,-WEATHER STRIP MOLDING PER MANUFACTURER'S SPECIFICATIONS)UND NS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)}' x 9' ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS
SLIDE VERHEAD GARAGE DOOR BY OTHERS)
Room ALVANIZED STEEL VERTICAL TRACK
B SECTION (BY OTHERS - INSTALLED PER
SCALE: rl.r0. MANUFACTURER'S SPECIFICATIONS)
A R C H I T E C T S
Design
rou IrINC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. a bd esigngrou p.co m
AA #: 0003325
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SVBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00- 01
PROJECT#:
R5025.058/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
FE�p
/5/19
/i!�CALE: 1/4"=1'-O" 1
ml
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO 5E WIRE TIED
TO LATH 6 9" O.C. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS 5EYOND EXCEPT
STAPLES W/ Ya" LEG MAY 5E USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY 5TAPLE5 TO 5E REMOVED AFTER
INSTALLATION
$" THICK, 3 COAT CEMENT
PLASTER
WR5 LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
o1" (VERT.) O.C. MAX AT SUPPORTS
WR5 LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
FASTENERS TO 5E SPACED —� F MIN.
6 TO 8 eTO e' PROTECTED FLASH TAPE
is 1" O.C. MAX VERTICALLY MIN. MIN.
BEHIND CONTROL JOINT
LATH SHALL NOT 5E CONTINUOUS THROUGH PROVIDE 2X4 5LOCKING PLACED
CONTROL JOINTS BUT SHALL 5E STOPPED AND FLAT MAX. 6" TO 8" FROM CONTROL
TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
NOTE-
I. FASTENERS FOR LATH TO 5E NAILS OR
STAPLES IN COMPLIANCE W/ A5TM C1063
2. WIRE TIES TO 5E (NO. la) 0,0415" WIRE
3, 5LOCKING SHOWN MAY 5E IN ADDITION TO
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH I —
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 055 AROUND PENETRATION
" OR LE55 PIPE PENETRATION —�
STARTING WITH THE BOTTOM
HALF OF THE PIPE, REMOVE
THE RELEASE LINER AND FOLD
THE FORM FLASH I 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 50TTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
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
STEP 1
INSTALL FA5TENER5
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
3 PIPE PENETRATION DETAIL
BCALE: KTb.
TYPE "M" CONTROL JOINT
1 9GALE: KTs.
NOTE: APPLY SEALANT AT I'M' CONTROL
JOINT END TO END CONDITIONS
USE FINGERS TO MOLD THE REMAINING HALF OF THE
FORM FLASH I TO THE SHEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5.
TAKE SECOND PIECE OF FORM
FL45H 1 AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
STEP 2 SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
SECTION
* "I= WRB LAYER #I,
:OWRAP (OR APPROVED
-) DIRECTLY TO SHEATHING
-AYER #2, FORTIF15ER
)ING PAPER (OR
:OVED EQUAL)
L LATH
'ECTO FORM FLASH I
ORMA5LE AIR/VAPOR
:IER TAPE DIRECTLY
4EATHING
ITE SPRAY ADHESIVE
�TLY TO 055 AROUND
TRAT ION
TOMERIC COATING
4PPROVED EQUAL)
STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE:
51DE LAPS OF METAL PLASTER BASES
SHALL 5E SECURED TO FRAMING
MEMBERS. THEY SHALL 5E TIED BETWEEN
SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). AS PER A5TM C1063 13-1.
NOTE:
FOR REPAIR OF TEARS IN WR5 LAYERS,
TEARS MAY 5E PATCHED PEEL 4 STICK
WOOD STU
5HEATHI
WR5 #1 TAPED T
SHEATHING w/ W
#2 OVER TOP. WI
12 TO 5E LAPPE_
VERTICALLY 6" MIN.
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE 1"
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
wl�lw L-rw I LIB c,
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
PAPER LAP
2 WALE: KTs.
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP 511DING (PEI� BUILDER)
WEEP 5CREED
MINIMUM CLEARANCE
(PER MANUR SPECS)
5"X1" CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL SHEATHING)
CAP SHINGLE - DO NOT NAIL
ADHERED SHINGLES TRIMMED
TO COVER FLASHING STRIP
"L" FLASHING
4 scALE: KTs.
NOTE -
APPROVED 5UILDING WRAP SHALL 5E LAPPED A
MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 8
6" 6 HORIZONTAL LAPS.
LATH VERTICAL
LAP TO 5E I"
METAL LATH
TAPE WR5 LAYER
#1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO SHEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
STUCCO
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WR5 LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WR5 LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
SHEATHING
LEGEND
DRAINAGE PLANE
(WR5 LAYER #I,
5TUCCOWRAP OR
APPROVED EQUAL)
WR5 LAYER #2
(FORTIF15ER
5UILDING PAPER OR
APPROVED EQUAL)
METAL LATH X X X X
STUCCO F a a - a- =
WOOD SHEATHING �T
SELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO 5E PER
F5C R103.1.1 / A5TM C-041-09,
MIN. 2.5 L56. PER 5Q. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WR5. WATER RE515TIVE 5ARRIER
A R C H I T E C T S
Design
Grou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�I"'lll"I
SUBDIV.7LAKE
OAKLAN(LOT
MODEL:
1452
moo-o1
PROJECT:
R5025.058/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT-.
STATE OF FLORIDA
D : 2/5/19
a CA 1/4"-1'-0"
V V AI
8" THICK, 3 COAT
CEMENT PLASTER
STEP FLASHING
OVERLAPS KICKOUT
DIVERTER 1" MIN.
STEP FLASHING
FELT UNDERLAYMENT
11
SHINGLE ROOFING
DRIP EDGE: OVERLAP 3"
EXTEND 1/2" BELOW
SHEATHING, MECHANICALLY
FASTEN 4" O.C. MAX.
NOTE:
INSTALL KICKOUT FLASHING
AT BOTTOM OF ROOF 4 WALL
INTERSECTIONS
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WRB LAYER #1, 5TUCCOWRAP (OR APPROVED
EQUAL) TAPED DIRECTLY TO SHEATHING
LAP LAYERS OF BUILDING WRAP OVER
NAILING FLANGE, STOP WRB APPROX.
I y" ABOVE SHINGLES
5ELF-ADHERING FLASHING
DRYFLEKT KICKOUT DIVERTER
IA WRAP
KICKOUT DETAIL
5 SCALE: N.TS.
A n4— A -p" 7ECEIVE 1 GOAT OF SHER-CRETE
'ONGRETE WATERPROOFER or
;OAT PRIOR TO ELEC, METER
ON
APPLY SEALANT AT TOP 4
511DE5 OF ELEC. METER BOX
AFTER STUCCO INSTALLATION
ELECTRICAL CONDUIT
8 PENETRATION
SCALE: N.TS.
(PEI;� 3/WA1)
ELEC. METER FIELD VERIFY
LOCATION
ELEC. METER FIELD VERIFY LOCATION
SEALANT ON TOP 4 51DE5 ONLY
CAVITY TO BE FILLED WITH RIGID
POLYMERIC 15OCYANATE-POLY15LEND
FOAM ("GREAT STUFF" OR SIMILAR)
/ FLASH OPENING WITH PROTECTO FORM FLASH I
SELF ADHERING FLASHING PER FLASHING
METHOD AS DESCRIBED IN DETAIL 3 OF WAI
"PIPE PENETRATION DETAIL"
APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN
OR METER CAN COMBO OR METER CAN AND D15CONNECT
WRB LAVER 01, 5TUCCOWRAP (OR APPROVED
EQUAL)
WOOD SHEATHING
VENT CAP 15 TO BE SET IN CONTINUOUS BED OF
SEALANT.
ONE -PEKE HOODED VENT ATTACHED PER MANUF.
SPECIFICATIONS
APPLY SEALANT AT PERIMETER OF
NON -MOVABLE FRAME AND STUCCO ON ALL
51DE5,Y" SEALANT e JOINTS ALL AROUND
B" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
BUILDING PAPER
DRYER VENT (FRAME) OVER "QUICK FLASH'
V A .SCALE: N.TS.
PIPE THROUGH WALL
TRUCTION
SHEATHING
WOOD FRAMED
WALL
BUILDING PAPER
UNDER "QUICK FLASH"
WOOD SHEATH
WRB LAYER #1,
5TUCCOWRAP (OR
APPROVED EQUAL)
WRB LAYER #2, WOOD
FORTIF15ER CONSTRUCTION
BUILDING PAPER (OR all CMU
APPROVED EQUAL)
$" THICK, 3 COAT CEMENT '
PLASTER _
%a" TO VS" MID -WALL
WEEP SCREED
6" 5ELF-ADHERING FLASHING
HORIZONTAL WEEP SCREEI
( FRAME TO FRAME
21AI I ♦ITC
VENT PENETRATION
A SCALE: KTS.
TEXTURED CEMENTITIOU5
COATING
PREMANUR DRYER VENT CAP
(SET IN CONT. SEALANT)
SEALANT 1, ALL SIDES
DRYER VENT (BLOCK)
V 1J SCALE: N.Tb.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
COMPLY WITH THE APPLICATION REQUIREMENTS OF
A5TM C 926-12A,
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH A5TM C 1063-12A
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
1/5' TEXTURED FINISH WOOD
FASTEN TO WOOD STRUCTURAL
MEMBER e -I" O.C. MAX
%a" TO V MID -WALL
WEEP SCREED
-6" WIDE STRIP SELF
ADHERING FLASHING, CLEAN
MA50NRY BEFORE APPLYING
-TEXTURED FIN15H e MA50NRY
HORIZONTAL WEEP SCREE]
77- .SCALE: N.TS. (FRAME TO BLOCK
NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5GREED END TO END JOINTS
CUT ENOUGH PROTECTO FORM
FLASH I PIECES TO COVER BOX 4"
PAST EACH SIDE. STARTING AT THE
BOTTOM OF THE BOX, REMOVE
RELEASE LINER AND APPLY
PROTECTO FORM FLASH 1 IN A
SINGLE FASHION TO COMPLETELY
COVER THE BOX.
WOOD SHEATHING
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
PROTECTO FORM FLASH I
SELF ADHERING FLASHING
APPLY 60 MIN GRADE "D" FELT
OVER 5ELF-ADHERING FLASHING
OVER APROVED HOU5EWRAP
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
STEP 1
STEP 4
NOTE: ATTACH PER
MANUF. SPEC IF ICAT I ONS
MAKE AN "X" CUT THROUGH
THE PROTECTO FORM FLASH I
IN THE CENTER OF THE BOX
OR OUTLET OPENING
EXTENDING TO NO CLOSER
THAN 1" TO CORNER.
APPLY E-Z BEAD
(OR APPROVED EQUAL)
OVER 60 MIN GRADE "D"
FELT -PROVIDE SEALANT
AT ALL JOINTS AND
INTER5ECTION5
STEP 2
. O. O. O.O
o
lo.
Oo
o.;a.
,o
ao.o.,0.
STEP 5
LEGEND
DRAINAGE PLANE
(WRB LAYER 1, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER 02
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH X X X X
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-541-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
PUSH THE PROTECTO FORM
FLASH I INTO THE OPENING
AND ADHERE TO THE
INTERIOR OF THE BOX.
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FINISH
(SEE TYPICAL WALL
SECTION)
METAL LATH
EXTERIOR
QQQ ELECTRICAL RECEPTACLE
!SCALE: N.TS. ! E CONSTJ
STEP 3
STEP 6
A R C H I T E C T S
Design
rou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-5078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00- 01
PROJECT#:
R5025.058/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHfTECT-
STATE OF FLORIDA
1
DA 2/5/19
s ,,A ;1/4"=1'-0"
v10 — -�
WOOD 5HEATHI
WOOD CONSTRUCTION
%4" HAT CHANNEL W/ %11
TYPE "X" DRYWALL
WOOD SHEATHING
WRB LAYER #1,
5TUCCOWRAP (OR
APPROVED EQUAL)
$" THICK, 3 COAT -
CEMENT PLASTER
WRB LAYER #1,
5TUCCOWRAP
(OR APPROVED EQUAL)\
AMICO AM66-WFWC-160
CUSTOM CA51NG BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
PLASTER
AM6(o-WFWC-150 CUSTOM CA51NG
BEAD (OR APPROVED EQUAL)
LEGEND
DRAINAGE PLANE
(WRB LAYER #1, STUCCOWRAP
OR APPROVED EQUAL
WRB LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
X X X X
5TUCC0 a
WOOD SHEATHING
6ELF-ADHE51VE FLA5HING
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / A5TM
C-541-09, MIN. 2.5 L55. PER
5Q. YARD (UTILITY OR
NOMINAL LATH DOES NOT
MEET 5PECIFICATION5)
2x FRAMING MEMBER
$" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FA5TENED TO
SHEATHING -a -I" O.C. MAX.
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
WOOD 5HEATHING
METAL LATH
—WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WRB LAYER #I, 5TUCCOWRAP *,--,�&COERNER BEAD C FRAME
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15ER BUILDING WOOD CONSTRUCTION
PAPER (OR APPROVED EQUAL)
'I 6' SELF-ADHEREING FLA5HING
1 WRAPPED Q CORNER OF CANTILEVER
AMIGO AM6-WFWC-180 CUSTOM
CA51NG BEAD (OR APPROVED EQUAL)
(W/OPT. WEEPS)
CASING BEAD DETAIL C CANT.
VINYL (OR APPROVED -
EQUAL) CA51NG BEAD
5/O' TYPE "X" DRYWALL
W/TEXTURED 4 PAINTED FIN15H
$" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
WEATHER RE515TIVE
BARRIER #1
WEATHER RE515TIVE
BARRIER *2
a" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUALI
4" P051TIVE DRAIN WEEP 5CREED
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
5EPARATE ACCE55ORIE5 ONLY)
A)�
DRIP EDGE INSTALLATION
11: r�T�.
CORNER BEAD
(FASTENER 4 5PACING 6 1" O.C.)
CMU
%11 THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
SCORNER BEAD C BLOCK
1(rD SCALE: M.S.
A R C H I T E C T S
Design
rou INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
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SuBDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
xxxoo-o1
PROJECT#:
R5025.058/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
2/5/19
scA;LE: 1/4"=1'-O" 1
WOOD SHEATHING
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
$" THICK, 3 COAT
CEMENT PLASTER
6 "SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT
CEMENT PLASTER
(0" 5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD C WINDOW
FRAME, NO BAND
1 JLl SCALE:NTS.
WRB LAYER 11, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
(EXPLODED S" THICK, 3 COAT
VIEW FOR CEMENT PLASTER
CLARITY)
WOOD SHEATHING
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15EF
BUILDING PAPEF
(OR APPROVED EQUAL,
METAL LATH
$" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
6"6ELF-ADHERING FLASHING
DRIP CAP
WINDOW FLANGE
WOOD SHEATHING
T'rxIll
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
LODEC) 8" THICK, 3 COAT
OR
ARITY) CEMENT PLASTER
WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
CASING BEAD C WINDOW
FRAME, W BAND
1 JD SCALE:KTA
METAL LATH
$" THICK, 3 COAT
CEMENT PLASTER
6"5ELF-ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
LEGEND
DRAINAGE PLANE
(WRB LAYER #1, 5TUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER 02
(FORTIFIBER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
STUCCO
WOOD SHEATHING
SELF-ADHESIVE FLASHING
X X X X
as
��
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-041-091 MIN, 2.5 L55. PER 50. YARD (UTILITY OR
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
SEALANT
WINDOW FRAME
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
-Y4' GAP TYP
CASING BEAD C
TO WINDOW
1X TRIM MEMBER 'a STUCCO
TO SIDING TRANSITION
SIDING
WRB LAYER $1, 5TUCCOWRAP
(OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
Y4' GAP TYP PLASTER
CASING BEAD
TO TRIM — METAL LATH
SIDING TO STUCCO
CASING BEAD
1 `t $GALE: N.TS. !CROSS-SECTION)
WOOD SHEATHING
METAL LATH
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT
CEMENT PLASTER
$" THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CASING BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD SHEATHING
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
CASING BEAD
(0" SELF ADHERING
FLASHING OR PEEL 4 STICK
WOOD SHEATHING
I1'T
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT CEMENT
(EXPLODED PLASTER
VIEW FOR
CLARITY)
CASINGBAND (FRAME) RAISED
@RALE. NTb.
METAL LATH SEALANT
WRB LAYER #2, FORTIFIBER BUILDING
PAPER (OR APPROVED EQUAL)
WOOD SHEATHING WINE^II I to AS.4r,
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
(o" WIDE PEEL 4 STICK
OVER FLANGE
E-Z BEAD VINYL
EQUAL) CASING 2,
OR APPROVED
(W/%s" FLEXIBLE PVC BACKER ROD
INCLUDED)
*APPLY FULL BED OF
— SEALANT BETWEEN —
FLANGE 4 BUILDING WRAP
EAD WINDOW CASING
17�L�l
.
$" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
E-Z BEAD VINYL (OR
APPROVED EQUAL) CASING
(W/Ys" FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
6" SELF ADHERING FLASHING
WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H I T E C T S
Design
roue INC.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32760
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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sUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 58)
MO DEL:
1452
Xh'X00- Ol
PROJECT#:
R5025.058/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
FFB ,g 5
_ 1
DAB.' 2/5/19
SC*1 : 1/4"=1'-0"
VV A4
CUT HOU5EWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOU5EWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER 5HEATHING OVER WD
STUD WALL
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
FULL WRAP
iu 3CALe NTs. (FRAME)
APPLY OSI H2U (OR
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHING (LANCO
WHITE -SEAL RC-865
OR EQUAL).
SLOPE SILL
TO EXTERIOR
TEMPORARILY^' ^ "a
5ECURE HOU°
"P UNDE
FOLD
IN AT J,
5LOPE
IN5TALL 6" 5ELF-ADHERING
FLA5HING OVER NAILING
FLANGE AT JAM55
EXTEND FLA5HING MIN I"
BELOW 51LL FLEXIBLE
FLASHING
DO NOT 5EAL BOTTOM FIN
ALIGN FLEXIBLE
SELF -ADHERING
�SHING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FA5TEN FANNED
EDGES. (CAP NAIL51
STAPLES)
STEP 2 IN5TALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
Direr u
NOTE:
1. IT 15 THE CONTACTOR5 RE5PON5115ILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCT5 INCLUDING HOU5EWRAP,
5EALANT5 8 SELF -ADHERING FLASHING
MATERIAL5 USED DURING
CON5TRUCTION.
6" 5ELF-ADHERING
OVER VINYL HEAD
G (WITH END DAM5)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING 1" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3ia" NOM. CONTINUOU5
BEAD OF 5EALANT AT JAMBS
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W/ PRE -PUNCHED HOLE5
OR 5LOT5.
5UPER 5TRETCH
BUTYL FLA5HING
STEP 3 L-01 VERT_ END
DAMS REQ'D. AT
EACH END OF 51LL
3irir If
MIN. TEXTURED
EMENTITIOU5 COATING
VER BLOCK
16EWRAP DOWN 4
DIAGONAL CUT 8
-IEAD OF WINDOW
MIN. TEXTURED
EMENTITIOU5 COATING
VER BLOCK
STEP 4
STEP 8
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE 51LL AND THEN INSTALL THE
SELF -ADHERING 5TRETCHA5LE
FLA5HING 8 APPLY 5EALANT AT
END5 OF SILL DAM
INSTALL WINDOW PLL
LEVEL AND 5QUARE f
MANUFACTURERS WRIT
IN5TRUCTI
APPLY MEMBRANE
FLASHING OVER JOINT
IN5TALL 6" WIDE ADHESIVE
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP JOINT
(PROTECTO-WRAP 5T-20XL
OR APPROVED EQUAL)
3" MIN. TEXTURED
�EMENTITIOUS COATING
�VERFRAME
STEP 5
' MIN. TEXTURED
:EMENTITIOU5 COATING
)VER FRAME
2. IN5TALL ALL MATERIALS PER STUCCO OVER FRAME STUCCO OVER FRAME
MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK
5PECIFICATION5 4 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS a")
REQUIREMENTS. SIDING LOOK SIDING LOOK
ORLANDO/TAMPA ORLANDO/TAMPA
WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA
FLA5HING MAY REACT ADVER5ELY IF NOT
COMPATIBLE,
MINIMUM STUCCO THICKNESS
19 SCAMN.T.S.NOTE:
SEAL INTERIOR PERIMETER OF WINDOW
WITH 5EALANT
A R C H I T E C T S
Design
i0U 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
r
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�IIIIIIIIII
��samoomoao�
SVHDIV. & LOT:
OAKLAND LAKE
(LOT 58)
MODEL:
1452
XXX00— 01
PROJECT#:
R5025.058/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHRECT-
STATE OF FLORIDA
i
�y
DATc 2/5/19
SC :1/4"=1'-0"
V V A5