HomeMy WebLinkAboutBUILDING PLANS PAG2 1-17INDEX OF DRAWINGS
SHEET NO. DESCRIPTION
/ I CS COVER SHEET
° ) GN GENERAL NOTES
° ) 1 FOUNDATION PLAN
2 DOWEL PLAN
3 LINTEL PLAN
3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S
XXXO O - 0 0 4 FLOOR PLAN
5 ELEVATIONS
6 TRUSS PLAN - ROOF
7 ELECTRICAL PLAN
FOR: 8 ELECTRICAL OPTIONS PLAN
9 PRODUCT APPROVAL
D1 FOUNDATION DETAILS
D2-D4 ARCHITECTURAL DETAILS
WA1-W5 WALL ASSEMBLY DETAILS
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a n h o m e s. co m TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SU_BJECTTO DAMAGE FROM WIND ICE BARRIER AIR MEAN
SNOW Seed' To o ra hic DESIGN , Frost line FLOOD
P p g p DESIGN UNDERLAYMENT FREEZING ANNUAL
LOAD (mph) effects" CATEGORY' depth' Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMPI
Very
N/A 160-C N/A Negligible 1 N/A Hay 45 N/A N/A N/A N/A
DESIGN CRITERIA: SQ.FT. CALC.3S 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 1ST FLR LIVING 1,452 SQ. FT.
• CONSTRUCTION TYPE - VB GARAGE 393 SQ. FT.
• MIN. INTERIOR FINISH - CLASS C
•BASIC WIND SPEED - VULT = 160 MPH TOTAL LIVING 1,845 SQ. FT.
- VASD = 124 MPH
RISK CATEGORY II ENTRY IS SQ. FT.
•EXPOSURE CATEGORY - EXPOSURE C LANAI 50 50.FT.
•1-STORY RESIDENCE -
• 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 1,944 SQ. FT.
• STATE OF FLORIDA GU5IG VOLUME LIVING 12A32 SQ. FT.
CERTIFIED BUILDING CONTRACTOR:
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4"
PROFESSIONAL ARCHITECT:
(ELEVATION B) 40'-Q'� 47'-4'
JAMES CANTWELL LANAI
AR NO. 12079 40'-0" 55'-4"
A.B. DESIGN GROUP, INC.
1441, NORTH RONALD REAGAN BLVD.
LONGWOOD, FLORIDA 32750
Fax: (407) 774-4078
Tel: (407) 774-6078
DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER
THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS.
IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER
DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE;
IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR
CLARIFICATION.
AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN
GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN
GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET.
A R C H I T E C T S
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PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
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GENERAL NOTES
3.
4.
6
6.
7.
8.
9.
10.
13.
14.
15.
16.
17.
ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10.
THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS;
A. FLOOR LIVE LOADS /PSF)
Al SLEEPING ROOMS 30
A.2. ATTICS W/ STORAGE 20
Al ATTICS W/OUT STORAGE 10
A.A. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
Al. STAIRS 40
A.B. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS PSF)
B.1. ALL AREAS 10
C. ROOF LIVE LOADS
C.I. "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017).
D. ROOF DEAD LOAD _-XI
D.1. FIBERGLASS SHINGLES 17
D.2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
E.A. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH
E.2. EXPOSURE CATEGORY C
El WIND DIRECTIONALITY FACTOR (KD) 0.85
EA. INTERNAL PRESSURE COEFFICIENT (GCyi) 0.18
E.5. OPEN BUILDINGS 0.00
EA ENCLOSED BUILDINGS x0.18
F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI
F.I. GUARDRAILS AND HANDRAILS 200
F2. 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 ARCHITECT/ENGINEER.
NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED.
WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE
INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.1.2 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 7211' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROORCEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702,4.1 OF THE FLORIDA BUILDING CODE RESDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
2.
3.
4.
GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN. WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LES6 THAN 1 318 INCHES 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 R3075.1
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, i INCH MINIMUM RIGID NON METALLIC CLASS 0OR 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 %4NCH GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 84NCH TYPE 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 %%NCH GYPSUM BOARD OR
EQUIVALENT,
SITE WORK
1.
2.
3.
4.
8.
9.
10.
11,
12.
13.
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECAFIC 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.L) SOTHATTHE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
WITH ASTM D-1557.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED 6N
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED, (WHERE APPLICABLE)
EXCAVATIONS TO BE A MINIMUM OF 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 APPL1ICABLE 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
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'/.".
7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE.
8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.
9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017).
MASONRY
1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 5.
Z CONCRETE MASONRY UNITS SHALL BE GRADE'No TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE
MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI.
3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK.
4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY.
5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318INCH THICK, THE BED JOINT OF THE. STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE
THAN''/,INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES.
6, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE
PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017)
7. FILL CMU CELLS SOLID WITH GROUT ATALL 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 TO56 MM) IN LENGTH.
DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0,45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017)
4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST25'
WHEREVER POSSIBLE. -
& CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 9"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
8.1. #5, W31 OR D31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
CA #11 AND SMALLER- 3/."
D. BEAMS & COLUMNS:
D,1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Yd'
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT,
ELECTRICAL
1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION.
2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE
DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
3. NOTE: ALL ROOMS/SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS
4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1.
5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL.
6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL.
7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20AMP 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:
BA. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
CA. 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. ARA- THE 24CINEEREDWOOD 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,DOO 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 SYP92 (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 7116' OSB EXPOSURE-1 OR 12' CDXPLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS
GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
9. FOR CEMENTIOUS TOP ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE SW OSB EXPOSURE-1 OR 5/8' CDX PLYWOOD OR 15P32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS
AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING.
10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01
SHALL ONLY BE USED.
11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2 CDX PLYWOOD OR 15l32' APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS..
12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. AS PART OF PROJECT, AS 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 AS DESIGN GROUP OF ANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT.
15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING
DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982.
17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF THE ANSIITPI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L1240,
18, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT.
19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL SE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG.
20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W).
21.
MAXIMUM STUD LOAD CAPACITY
(SYP #2)
FRAME WALL HEIGHT @ 8'-8"
WIN DSPEED/ EXPOSURE
160MPH/B
160MPH/C
160MPH/D
2x6 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION,
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 & HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017)
" CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH Y? AMAFLEX,
3. CONDENSATION LINES SHALL BE MINIMUM 3/V PVC (SCHEDULE 40), INSULATED WITH Y2" AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH.
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE.
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE,
10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF 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 & R7037.1 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-CI O63.11A AND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE
ASTM-C-1063
5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063
MAINTENANCE
IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR
CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS.
CONSTRUCTION OBSERVATION
1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT.
2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 05/18/18
A R C H I T E C T S
1441 N. NUNALU HGAUAN bLVU.
LONGWOOD, FL 32750.
PH: 407-774-6078
FAX:407-774-4078
www.a bdesigngroup.com
AA #: 0003325
SVBDIV. & LOT:
OAKLAND
LAKE
LOT 13
MODEL:
1452
?xX00-00
PROJECT#:
02784.000/00013
PAGE:
GENERAL
NOTES
160 MPH EXP. C
ARCH T
STATE OF FLORIDA
DATE: 7 /5 /18
,
SOALE: 1/4"=1'-0"
G NOF
SECURE STRAP
TO CONC. W/ (2)
3/16'x2' TAPCONS
3 1/2' TI
CONC,SLAB
SIMPSON WEB ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) 0axl
1/4 SHEET METAL
SCREWS
401-011
24'x24'xl2' CONC. FTG.
A/C CONNECTION 30 6 9-0 6 W/(3)"5REBARSEA.
WAY ON CHAIRS MIN. 3'
TO PAD DETAIL COVER (2-TYP)
PAVERS EDGE LINE
H
29'-3" 0'-9"
� r
DI +-3 1/2' DI TYP.
I ■
I II I
0'-0' FIN. ELEV.
■ FIN. CONC. SLAB DI cp I ■
■ I F ■
c0 3 IR' CONC, REW-ORCED D TYP.
— W/ b'xb'-WL4 x W1.4
— ON 6-MIL POLY ETHYLENE
■ VAPOR BARRIER ON
CWELL-COMPACTED CLEAN FILL I II ■ 1
c0 II rr=11 n
I ii i I s li N � ::i` /
1' PV( CHASE
--
' ■ o'r-\ i i\\�6�'xb(�i FOR ELEC. li _ ■
Ri a ISLAND
LAY. I I Pam, I
I I i< II cp
if
_ ----- ?�--- -- - ■ - ■
OPT.
D. i `A;G i` -REF.
D1
v I 3/4'
r 3 1/2' CONC, SLAB W/G CONDENSATE _fit=====
6' i LINE - aFW. 1 I - -- i I ■ v
LL____J Do
_—_ — — — — — EXTEND
2 'VTR } - --� _ % 4' SLAB 1 1/2' r -
i �\ I /H i Y N lu�y—� T
i V 2 'YM �-• N
WC �� I ■ I BOLLARD
SHWR
AUTO SWKS 2 3'-�
2
13
2■ I PAVERS L D I — 6' IcEss SLAB
WASH 2r I ■ ■ ■ ■ FORPAVERS
2" I Ng 0 Q 24'44'x12' CONC.
4 I■
2 3, I ' FTG. W/ (3) IS
Dl REBARS EA. WAY 3'_4° @ I
g3" WC ON CHAIRS MIN. Dl
3' COVER I
AN CLE-OUT LAV ■ I (2-TYP) a + +
4' '3
HB. I PAVER I ■
8 @ LINE I
Dl 4 ■ ■ I 1
DI I Dl
4' '� ■ L — — ,-61/2'—
■■■ ■■■ ■ ■ ■ 1 ■ ■ J ■
PLUMBING ISOMETRIC (SEWER) -8 16' 8" 4 4.0 4
9'-4" 4'-8" 16'-0" F 0 �J N D T N PLAN
MODEL 1452 RYAN HOMES 40'-0
11 SCALE: 1/4 = I'-0' ELEVATION 'B"
A R C H I T E C T S
Design
Group ���.
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�I'I"IIIII
�
o�moov�vo�
QE
V
0
SUBDIV. & Lori
OAKLAND
LAKE
LOT 13
MODEL:
1452
Xxx00- 00
PROJECT#:
02784.000/0001
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
C/o /ez
DA'VE: 7/5/18
SC : 1/4 =1"-0-
SHEET
OF 0
24'-8"
15'-10"
28'-6"
30'-4" ■
3-l'-2"
■
v
� ■ Q
� e
N
m m
0 ■
r
N
B
■ 4�� 0
N ■■ ■■ ■ v
N
0
e m
■■■ ■■■ ■ . ■ ■ IN ■ ■
31 4"
4
8' 0" 10' 0" � 1
SCALE: 1/4 = I'-0" ELEVATION B'
A R C H IT E C T S
4Design
Groulrinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-5078
FAX:407.774-4078
www.abdesigngroup.com
AA #: 0003325
r
�
�'llll"'ll
��om0o�vo00J
sUBDIV. 8e LOT:
OAKLAND
LAKE
LOT 13
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00013
PAGE:
DOWEL PLAN
160 MPH EXP. C
ARCHITECT. -
STATE OF FLORIDA
0610,®
D E: 7/5/18
S , ALE: 1/4"=1'—O"
SHEET
2 OF 0
WALL LEGEND
a'-&' SL< ERG.
SHEAR WALL SEGMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL 0
16' O.C., UNO.
EXTERIOR WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE N/63 FOR MINIMUM
REQUIREMENTS
INTERIOR NON -BEARING
WOOD FRAME WALL: 2x4 ,m
24' O.C. MAXIMUM, UN.O
FURRING AT MASONRY'
® 24' O.C. OVER FOIL
L0TT' S
CONCRETE
RD, BOX 771255
WINTER GARDEN, FL 34777
PH. (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-1
Il'-4'
8/28-5-(UU/(IX
PRESTRESSED
L-2
4'-S'
8/22-5-(I)/(0)L
RECESSED
L-3
5'-ID'
846-6-(w/(0)..
L-4
L-5
4'-6'
8/24-S-lla,l/(01L
L-6
l'-6'
8/24-6411IML
L-6A
9'-4'
8A6-S-lUU/(UL
L-65
11'-4'
8A6-S-(UU/(11L
L-6C
V-4"
6116-54111/(IX
L-1
4'-(o'
8/24-5-(I UKO L
L-5
4146"
8/24-5-MU/(01L
L-9
4'-6
8/24-5-(UU/(0JL
L-10
4'-/o"
8/24-5-(IU/(0JL
4^ZT-44n4Tld LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
Il'-4'
8F28-15AT
PRESTRESSED
L-2
4'-6'
8RF22-05AT
RECESSED
L-3
5'-10"
8FI6.05AT
L-4
4'-6'
eR4-05AT
L-5
4'-/o'
SF24-05AT
L-6
l'-6'
M4-I13AT
SF16-115M
L-6B
11'-4'
8F16-15AT
L-6C
V-4"
8FI6-15AT
L-1
4'-6"
8F24-064T
L-8
4'-6'
M4-054T
L-9
4'-6'
8R4-05AT
L-10
4'-fo'
BR4-05/IT
IN,
25-514
L-9
EGRESS
OWNER'S SUITE
a' -a' CLG.
W.I.C.
a' -a' CLG.
F -
2-CAR GARAGE
a'-8' CLG.
L-1
16'-0' X 1'-0' OHGP
L-S
25-SH
L-6B
�- - - 1,
LANAI
L-6C I I L-6A
O25-SH 506b SCsD
GREAT ROOM
64, CLG.
BATH 1
a' -a' CLG.
DINING
8'-8' CLG.
BEDROOM 3
8'-8' CLG.
- - 1-- N w
FOYER ■
IDENTRY
I
f
LINTEL PLAN
SCALE: 1/4 = 1'-0' ELEVATION 'B'
BEDROOM 2
8'-a, CLG.
OEGGRESIRE5 S L-4
A R C H I T E C T S
Design
Grou lnc.
wnuwuuU, rL:32 fbU
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBDIV. & LOT:
OAKLAND
LAKE
LOT 13
MODEL:
1452
xxxoo-oo
PROJECT#:
02784.000/00013
PAGE:
LINTEL PLAN
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DA : 7/5/18
SC :1/4"=1'-O"
SHEET
3 OF
SAFE L®AD TABLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
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340
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316
511
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284
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68
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154
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411
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113
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189E
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5a0'
6639
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4--5- TO 4'-6' (PRECAST)
1494
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3699
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2 BI
456
6409
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9
big
653
6¢'O
244
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5`-9' TO 6'-10' (PRECAST)
810 1113
234
1242
663s
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SONO 14m
41 9 e
ITTOa
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901
6
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5m48
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149a
a 59
6'A' TO T-6" (PREOABT)
b6s
468
999
a -
68
116
h1 3 8993
3 im
105
DH6
1-1'T09'-B'(I'REOA5T)
41 ,r., -.
J29 4Pm
Sb9i.
�yg9-,
66e
b"PRECAST W/2"RECESS DOOR U-LINTELS SAFE LOAD5 (-Ei5 FI')
C
UFC IFT
Ot'ERALL LINTEL LENGTH
RFI
E. IP
-3GIB
li 2 2 I
P-1"
ie- ZRub
BRf6
RCMI
(TYPE CP LINTEL)
1J -
f 1 '
2
e4rz-T:B�)6
2
e,E-D
V-a' 4'-4'(P,aECAOD
lS9
1ST
1164
.--
65
L
C
36•
III;
,
L
4
14m
4]4i
4'-5'TO 4'-6'(FRECABT)
I.
1
19
3601'.
--4
4a 5
3e
694
( 4943._
693
10T3
9v
4'-t' t0 5'-B' (PRECAST)
.,I
9
15
I,
Iw
aesa
.J99
<m5
401
655
5'-9' To 9'-10' (PRECABP
301
616
ss
c
1
.6
9
29
5`-II'TO b'-b'YPCECABT)
16
a39�
2166
R8.
s61
3349,
665
1.
464
2=be
b'-9' T01'-6' (PRECAST)
E
-
f
6
165
�-
-
266
36l
?--
5m9
.14
963
l'-1' TO 9'-B' (Pr�CAOD
3Cb
'ml
nmlb
239E g
910
490
414
ASTom ETIC LINTEL SCHEDULE
MATERIALS
I. f'c V precast lintel - 4000 psi
2. fill prestressed IIntel = 6000 psi
3. Grout per ASTM C416 file . 3000 psi w/
maximum 3/8 inch .aggregate 4 8 to II Inch
Slump
4. Concrete Masonry Units (CMU) per ASTM
Ceo w/minimum net area compressive
strength = nov psi
5. Reber per ASTM A615 grade 60
6. Prestressing strand per 45TM A416 grade
210 Cow relaxation
1. Mortar per A67M C270 type M or 5
GENERAL NOTES
I. Provide full mortar bed and head joints.
2. Shore filled. lintels as required.
3. Installation of lintel must comply with the
architectural and/or structural documents.
4. U-Llntel5 are manufactured with 5 1/2' long
notches at the ends to accommodate vertical
cell reinforcing and grouting.
5. Reference the CAST-CRETE Load Deflection
Graph brochure for lintel deflection information.
6. Bottom field added Taber to be located a the
bottom of the Ilntel cavity.
1. 1/32' diameter wire stirrups are we ded t mete o the
p
bottom steel For mechanical anchorage.
8. Cast -In -place concrete may be provided In
composite ]Intel in lieu of concrete masonry units.
13 Safe load rating based on rational design
analysis per ACC 315 and ACI 530
10. The exterior surface of Ilntel. Installed In
exterior concrete masonry walls shall have a
coating of stucco applied In accordance
with ASTM C-296 Or other approved coating.
11. Lintels loaded simultanaously with verticaC
(gravity or Uplift)and horizontal (lateral)
loads shouldbe checked for the combined
loading with the following equations
Apj4iled vertical load. Aypblled horizontal load S IID
Safe vertical load Safe horizontal load
12. Additional lateral load capacity can be
obtained by the designer by providing
additional reinforced concrete masonry above
the lintel. Sao detail at right:
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
REINFORCED CMU FULL
COURSE
2' CLR TYP
(2) 45 REBAR
e "'• a GR40 or GR&0
SAFE LOAD TABLE NOTES
I. All values based on minimum 4 Inch
7. For composite lintel heights not shown, use safe
nominal bearing. Exception: Safe loads for unfilled
load from next lower height shown.
lintels must be reduced by 20% If bearing length Is
8. For lintels lengths not shown, use safe load from
less than '& 1/2inches.
next [on sat length shown
2. N.R = Not Rated -
9. All safe loads In units of pounds per linear root
3 Safe loads are superimposed allowable loads.
10. All Safe loads based on simply supported
4. Safe loads based on grade 40 or grade 60 field
span.
raper.
One`k-i'"`' - 'a' eS
11. The number In the the parenthesis Indlcates the
5 a be substituted Imo radars
percent reduction for grade 40 field added
n e' lintels on
radar. Example 1'-&' line) type OP32-IB safe
6. The designer may evaluate concentrated loads
gravity load = 6412(Bl w/ 15% reducticm 0472
From the safe load tables by ca aulatin2 the
(,85) 5501 DIP
maximum resisting moment and shear at d-away from
face of support.
TYPE DESIGNATION
�IF = FILLEID-O.��
WITH GROUT /U = UNFILLED
/��1 /�/) 1y BOTTOM OF LNESL CAVVITY
aFl -/1T
,QU'NTITY OF 05
RE AR AT TOP
LOMINAL HEIGHT
NOMINAL WIDTH
-5 REBAR AT TOP
MIN. (U REO'D
1-1/2' CLEAR
7 'J
Q �
O GROUT
�g 5 REBAR AT BOTTOM
• ON OF LINTEL CAVITY
BOTTOM REINFORCING
1-5/5'ACTUA4 PROVIDED IN LINTEL
WIDTH 8' NOMINAL (VARIES)
IABLE No. 11
SAFE WORKING LATERAL LOADS (PLF)
8" x 8' LINTELS
LINTEL 11 64PE LATER4L LOADS LIMEL
PLF)
1013E
fire
aw,
PLAIN
S'*'Lmgm
SOLID
7Im'
less
31
4'-m'1614
J�t
4'-b'4-8•
506
183
5-1.
Recast'
660
I'b5
5'-1'
Precast
us
as
6'-4'
Precast
634
1364
6'-6'
Rene!
60
Use
6'-1.
Roust
'518
On
Reuse
446
we
l'-B'
Precast
416
9S4
B'-0'
Recast
3B1
B14
B'-4'
Recast
354
145
9'-4'
Reset
ITT
BW
10'-6'
Reuel
IV
463
II'-4'
Ramat
P8
610
Reset
S`I
549
O'b'
P5'ecaet
43
504
Isl '
Recast
116
4e4
4•-O'
F's,49
as
Bel
14-0'
Reetrae°d
NA
341
le'-4'
R.S bad
NA
Sin
1T-4'
avae
A ed
N A
113
Ray... d
NA
116
NA
as
914."
Feelraeed
NA
93
RJR! Not Recommmaea
D LOTTS
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
LL1trc0 ..• AM ..•
w
ILI
8 X�
8/6-5-(1) #5AO) #5
NOMINAL WIDTH/HEIGHT OF LINTEL
F-PLAIN OR SOLID LINTEL
[8/16-P-#UT` #L]
No, OF ADDITIONAL #5 BARS IN UPPER
OR LOWER LINTEL CAVITY
T uI L",,
GENERAL NOTES:
I. CODES
LL FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 Ral
12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS TWIG 4 2101.
II BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-iiI
1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10).
CONCRETE:
21 CONCRETE GOMPRE851vE STRENGTH AT 28 DAY5:
211. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI
232 PRE-G45T W/PRESTRE55 REINFORCEMENT-6000 PSI
2.13. GROUT PER ASTM C476 - 3000 Pi W/ MAX. 3/e" AGGREGATE, B' TO II' SLUMP.
22. REINFORCING 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) ASTM A615 (GRADE 40).
23- PRE-5TRE5SED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 K51
2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
2E+ CONCRETING OPERATIONS SHAL COMPLY WITH A
Typo
Recast
Reset
Recast
F.sIt
Ple.,l
R°C90!
Recast
FT.A
Racad
fmteat
SARI LATERAL LOADS
PLF)
e'R O'DOOR
HEADER
HEADER
PLAN
PLAIN SOLID
1112 ]011
V0 1611
B61 F11
l% Else,
659 g5
$50 111
SO4 %4
411 181
356 664
US ass
TABLE NO. 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 20" COMPOSITE LINTELS
LMTEL
LENGTH
CLEAR
SPAN
LINTEL TTFE
LMTEL STEEL
GRANTY
LAPAOIl
f0)5L f1150
GRAVItt
LAPAOItt
l95L(Tau
1:FLIFT
CAPACITY
11a1_(IM%
UPLIFT
CAPACITY
(IaL(2raI
BOtiCM
BAR
TOP
BAR
-
-6
])
1)=1
0000
0
m o
1-1'
-TV-
PRECAST
(2)n
fDn
1646
bmmm
10000
am
CAST PRE
f)n
(11n
5503
i0moo
1000m
1=0
3 1'
PRECAST
Dn
(V!2
4142
[woo
854E
lmmmm
RIB
31
PRECAST
(a)n
(2)n
[woo
153E
I1090
5-4
4-0
FRLABT
(1)5
121n
62H
6139
16000
5135
ImOmD
4-6'
fiECABT
Mis
(2)
50re
BlO9
4661
W"
b-4'
5-m
OAST
(21^4
!Dn
6T51
615E
3%l
114E
6.6
V
FRCABt
12)4
(2)n
6150
6250
3645
6595
b-e'
9-4
CAST
(2)-4
C)n
Sale
5bw
3441
6124
PREGAlit
(2)'4
43Y[
dell
1636
6509
FRCA9i
(2)14
4099
4e99
Mae
L'e62
-8'
PRECAST
SIN
C)n
3130
3130
22t8
358s
B`-d'
l'-m'
LAST
(D^4
am
5420
3420
201E
356E
9'-4'
0'•0'
FRECAFT
f2)4
21347134
1b0
b3a
-]'
CAST
fD^4
fDn
111E
2111
033
Ilse
I'-4'
m'-0'
PRECAST
M P
)
%4
%4
1031
2 E
O'-m'
10'-B'
PRECAST
f1 5
(V5
Ills
Elie
Be
1528
12'4'
it .2'
PRECAST
(2)5
415
166E
166E
B28
Ilml
13'-4'
O'-r
PRECAST
(15
(115
5m1
150'I
113
1414
14 0
n-B'
PRE CAST
(D5
( )
1 5
B99
3a9
bl6
Di
Id.B"
0-4'
PRESTRESSED
(2)4
(Dn
1593
IB%
5BT
113E
16-4'
4 0'
PRESTTESSED
fD4
Y1)n
I114
1114
635
058
I1-4'
16 0'
PRE9TRE9SEO
(2)
(Dn
1330
1330
41T
024
54
la 0
9T. 6 PRE 6ED
(D5
115
Im59
1053
394
669
1m-m'
IS-B'
PRESif&6BED
@)5
(D9
9l9
919
31
615
11-4
0.0
114
FRE6iRBSEO
fD5
52
%1
1 113
s40
1m 0'
PRBTR90Ep
()
()
Tel
l9l
15l
507
24-0'
12'-e'
PFE TR69ED
M's
659
659
IS
425
TABLIN
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LMTEL
LENGT!
CLEAR
SPAY
LMTEL TYPE
LINTEL 611
GRAVITY
CAPACITI"
(0AL lieu
GRAVIr`r
CAPACITY
ell (1150
YPLIFT
CAPACIIT
(Ix5L (1150
BPLIFT
CAPACITY
(Ia5L f1P511
BOitCM BAR
TOP SAR
]'-Im'
I'-6'
C T
(1 n
bZ2m
Imm00
009m
2-1'
PRECAST
(2)1
(D9
936E
0000
m8m0
10090
2 B'
PRECAST
D n
malas
m
IEAJ"mm
4-6
3.2'
CAST
(2)7
5 4
im o
ImDAD
Ime00
4' -8
C T
(2) n
G
(2
53
.653
ImmmO
sea
°629
ImOmO
I a.
4.O'
PRECAST
(2)5
(D9
less
am
1m51
IOW
5-10
4'-V
PRECAST
(2)5
(D
613E
10060
913a
-Ime
6'-1
E.0'
PRCA6T
(2
(1)n
5101
am4
ei
b'-
5'-1'
PRECAST
(2
(1)12
B589
IOmOe
&81
H13
6'-8
5-4"
PRECAST
(1)"4
(1)
4
94B1
4131
a4
1-6
6'-T
i AV
6!1 ^4
(1) 4
6235
6416
3242
649
FRECAIT
(1)4
!P
me
6014
Bass
6163
PRECAIT,
(2)4
ztm
Val
696E
Isere
sewB'-4'
1'-0'
MCAET
(D4
f1I
483E
483T
1551
Sees'
9'-4
e'-0'
PRECAST
r2)=4
a)
5126
376
1
3856
0-6'
9'-r
PRECAST
SP4
n)
193E
193E
620
W25
11'4'
6D'.0'
PRCABT
(1)5
(2)
2653
2663
Ole
1 04
IV-0'
Im'-B'
CAST
(2)5
( _
leers
2305
1123
219t
12'-6'
II'-T
FRGA9i
(2)5
(1J-
241
114E
m]1
2099
13 14'
O-m'
FRC49 i
(1)5
(1)
We
161
-
1B]I
14'-0'
d'-B
1S'-4
11-4
@-a'
134'
14-0
E6.0
PRCA5T'
ED
PREOTRE86ED
PRSTREMED
(1)5
(D^4
M 4
0? 14
(D
(2)-
(7) _
I926
ITS
nUe
2136
W60
Ills
2349.
21..
650
lBt
653
596
464
19'd
IB-m'
FR61RE89ED
(D5
(2)
1310
111
all
R
2'-0
Is'B'
PRE61TEb5Ep
(D5
(li
12B
II
341
21'-4
ter'-0'
iF£S9ED
MS
O
108E
304
20'-V
PRE&DREss D
(D5
(I,,
5S4
nis
24'-0
1S'-e'
PRE6IRBBED
ro)5
fi)
B24
814
139
TABLE Na 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
a" X 28• COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LNIEL TYPE
LINTEL STEEL
GRAVITY
CAPACITY
(ONL(IAU
GRAVITY
CAPACITY
(1Y5L (Ifi0
l5'LFi
CAPACITY
PA (IFi'J
BPLFi
cAPAdTY
(119L 11,5U
BCRoi
TOP BAR
3-
b'
PRECAST
(1 n
am
3-6'
1 V
FRELAST
(Dn
Ime
1=a`
I Tom
Pace
4-m'
2-B'
FRELA6i
fDn
!1)n
916
Immmm
I Om
10009
4-6
312'
PRECAST
(2)n
(Dn
60e1
am
1Om
Immmm
4-B'
3 4'
PfECABi
(1)n
(2) _n
Mae
am
am
am
5.4'
4 0
PRECAST
(2) 5
(2) n
9017
am
Bees
am
5.10'
4 6'
PRECAST
lD5
(2)n
138E
Imm00
bees
am
6-4'
5-0
PRE CA6i
(2T4
(2)n
IOmv'2
am
5641
IOOmm
6B'
S'2'
PRECAST
(294
0)n
meam
5318
ImfsO
b AP
5-4
PRECAST
M 4
(D n
9638
beic,
5021
10mmm.
M'
1 6 -21
1 PRECAST`
(21 4
IV
1438
a961
3848
1 16W
11.
6-4'
PRECAST
(D4
in
1054
9168
366E
T326
PRC45T
(2Y4
(tin
649
Tell
3325
6661
PFEOA6T
(31-4
(2)n
5564
65%
303E
SON
PRECAST
(D4
(2)V -
4561
5066
2355
4145
is We
9 r
PRECAST
(D^4
(2)V
3526
3eM
B01
3863
11.4
10 0
CAST
(2) 5
ME,
rN50
NW
521
'sees
11 0
V
CAST
/D 5
2936
1%B
1536
2133
@-b
II-T
CA5i
(D5
(2)5
21W
2118
211
2499
13-4-
tl-0'
PRECAST
(D5
(D5
246
2416
1049
2166
ta-0
O-e
CAS?
MIS
(2) is
nib
Cie
as]
N4l
14-8'
B 4'
D
(2 -4
2811
2811
126
1431
IS-4'
ta-0'
!]J4
(2)n
2616
2616
663
an.
❑-4'
I6'-m'
D
fD^4
fDn
1023
3013
516
I012
19 4'
IB 0'
(D e
1 9
1601
160E
13
as
20 0'
IB 8
WMIVS4
D
(D5
(21 e3
N96
=1r
3B5
163
D
(1)5
5'UD5
1390
669
21'0
1m-e'ED
(1/5
12
121E
3f1
69
0''D
(1)5
(215
al4
Iml4
1e,6
ST
TABLE N.. 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" RECESS DOOR HEADER
LINTEL
JEWiH
CLEAR
SPAN
LMTEL TYPE
LINTEL STEEL
U,FILLED
GRAvItt
CAPACITY
GRAVITY
CAPACITY
(119L (0x5a
GRAVRT
CAPACITYCAPACITY
(V5L lU50
UPLIFT
(115L (I. all
UK
CAPACITY
fIAL eeEMU
BORCM BAR
TOP BAR
3-B
2-4
CASs
2 n
!1
13b0
89
169E
34
2234
4-0'
3'-8'
CAST
(2) `2
(2)n
113E
1415
1415
less
1863
4.1
110'
C48
111n
f11n
104E
1320
1320
ITT
fie
4.4'
9.1.
T
f11n
l2)n
958
Ilse
13m
596
S96
4.8'
S-4'
CAST'
111n
!Dn
8e6
100E
108E
B96
B96
5 -e'
4'-4'
PRECAST
(2)5
2
6%
81b
046
1003
all
6.8'
6-4'
CAST
ev4
(2
45B
693
693
6BB
Tee
t-e
6'-4'
PRECAST
(] -4
(2)
3l6
568
56B
499
64l
88
1-4'
PiaELABi
f11^4
lDn
316
4Bm
4�+
3t5
546
9-B'
e'4'
FRCAet
121-4
2 n
213
415.
{I5
]91
411
L C STANDARDS.
3. MASONRY:
31 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08.
32. MINIMUM MASONRY UNIT STRENGTH: F'M SOO PSI.
33. MORTAR SHALL BE TYPE S.
4, STRUCTURAL:
41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 5' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER IS-0 A BUILDING CODE B€VOENTIAL, 6TH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5
41,
,--(1) /5 CONTINUOUS
3 �0' /
� B"Xis" KNOCKOUT BLOCK
TOP BARS:
.�••
SEE SCHEDULE
(1) #5 CONTINUOUS
:%:4- •
'
7/32' STIRRUPS AT 4'-0" ee
: •':
(TIED OR MELDED)
BOTTOM BAR
R
I
SEE SCHEDULE (PRECAST)
!
8/16-S-(1) #5/(1) #5
PRECAST
(1) #5 CONTINUOUS
36 �B"Xis" KNOCKOUT BLOCK
TOP BARS•
SEE SCHEDULE
T-ED
corvnrvuous
"ORnRRUPSWELDEO) T 4'-0" cc
8/16-S-(1) #5/(1) #5
PRESTRESSED
3R'
30.'
TABLE N.. 10
REINFORCING SCHI OULE & LOAD CAPACITIES
SAFE WONy(ING LOADS (PLF)
8` X 14" RECESS DOOR HEADER 1
LINTEL
LENGTH
CLEAR
SPAN
LN7ELTYPE
LNIEL STEEL
-
BOTTOM BAR TOP EAR
GRAVIIT
LAP CITY
(maL(u5u
GRAvItt
CAPACIIT
(U5L,sN
URPi
CAPACITY
(U'5L"i
UPLIFT
CAPACITY
l2,aJ
(IRLSSTT
0
95B
0emm
PRECAST
n)
)n
365E
10m0e
PRECAST
(1)n
wv
f )n
39m6
else,
6143
6t43
I0ID80
PRECAST
(2)
()n
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A R C H I T E C T S
Design
Grou lnc.
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774.4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. 8e LOT:
OAKLAND
LAKE
LOT 13
MODEL:
7�71452
1[1A00-00
PROJECT#:
02784.000/00013
PAGE:
LINTEL
LOADS &
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
1)A9rIeE: 7 /5 /18
SCALE: 1/4fe=1$-01e
SHEET
13. 1 OF
A R C H I T E C T S
Design
Group`in�.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.a bdesignlgrou p.co m
AA #: 0003325
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SVBDIV. 8e LOT:
OAKLAND
LAKE
LOT 13
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00013
PAGE:
FLOOR PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DAT 7/5/18
SCALE: 1 /4"=1' - O"
SHEET
4 OF
RLllwr I FS
V W.SCORES
8'-v BRCS, HCZT.,
ECO SHUTTER
YPJ
BRCS. HGT
i I
COATING PER (ABTM
ih
zo
.. .. —
•
-
.. —
lei �� Im, IOI 10111CI ICI ���
��� hI IRI IN ���
poll, �� I�� Lon
�
-
r..
FRO" � T EIJE TI 1 �1
SCALE: 1/4 - 1'-0' ELEVATION '5'
5
8'-a" BRC,. NCxT..
&'-V HDR. HGT
0'-0" FIN. FLR.
5'-8" BIRD, HGT
0 I' 0%
HDR. HCsT.
IN
OFF -RIDGE VENT
ATTIC VENT CALCS
AREA OF ATTIC
1864SQ.".
NET FREE VENTILATION AREA REQUIRED (1/300)
6.21 SQ.n
REQUIRED VENTILATION AREA (6.21 x 144)
894.7 SQ.IN.
MIN. REQUIRED VENTILATION IN UPPER
OF ATTIC (0.5 x 894.7)
447.4 WIN.
OFF RIDGE VENTILATION AREA
116 SQ.IN./VENT
SOFFIT VENT VENTILATION PER LF
11.74 SQ.RI./LF
TOTAL # OF VENTS REQUIRED
3.89
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP OF ROOF
447
SQ.IN.
REQUIRED LF OF SOFFIT VENTILATION
39
LF
PROVIDED LF OF SOFFIT VENTILATION
187
IF
OFF-RIDCaE VENT
IL TEXTURED CEMENTIOUS
COATING PER (ASTM
C926)(TYP)
-----�---------------------- - 60 -0` FIN. FLR.
REAR EIJEV TI
SCALE: 1/4 = I'-0' ELEVATION "8'
OFF -RIDGE VENT
8'-8" BRCS. HCsT.
74 0"
- — - — - — - — - — - — - — - — - — - — - - — - — - — - - — - - - b4rol-8" HDR. HCsT.
u /-TEXTURED CEMENTIOUS -0"
COATINCz iF) IASTM
C926)(TYP)
----- -- — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - - �0'-0" FIN. FLR.
IJEET E�LEVATI N
SCALE: 1/4 = U-0' ELEVATION 'B'
512 � sl
OFF-RIDC%E VENT
O'
HCxT.h
-------------------------------------
■
�6'-V' HDR. HCsT.
----
-
-�
OPEN ?
-0"
El TEXTURED CEMENTIOU5
COATING PER (ASTM
C926)(TYP)
0' 0" FIN. FLR._
— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —
- — -
-
�0 -0" FIN. FLR.
RIGHT EILEVATI®N
SCALE: 1/4 = 1'_0' ELEVATION 'B'
A R C H I T E C T S
Design
Group -Inc.
Inc.
LVwUvvvvu, rL 04l Ov
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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sVBDIV. 8e LOT:
OAKLAND
LAKE
LOT 13
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00013
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHTECT:
STATE OF FLORIDA
DA E: 7/5/18
sC :1/4"=1'—O"
SHEET
5 or U
CONTROL DATE: 0,-01-15
C O' 1 tl 1 tl LI--J / F O R SCHEDULE
SIMPSON
USP
DES. IUPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
METAL& 145m
HTA 16-la
1400
(111Od x I IR' I -PLY, (b) I6d 2-lii (USP: (10) IOd X I C' - NO 166 OPTION)
(2J'^ETA-16
1965
<2) LTA I6-I5
2800
00) 10d x 1 1/2" -PLY, (USP: (10) told x 11R')
1900
04/ I6d 2-PLT NSP: NO I6d OPTION)
META-16
ISO
HT'A I6
1b15
(S 10d x I/2' I -PLY, (B) I6d 2-PLY USP: (10) 10d x I la', NO I6d OPTION
HETA-20
1510
H-A 20
ISIS
(9) IOd x 1/2' [-FLY, l5) Ibd 2-PLY USP, (10) 10d x I I/2', NO Ibd OPTION
}
(2) HETA-20
2035
(2) HTA-20
3110
(10) 106 x 1 IR' I -PLY USP: (10) 10d x 1 1/I' ..
2500
(12)[ad 2-PLY (USP: NO I6d OPTION)
Z
Q
(�
LGT-2
2150
UJGT-2
S6
(T) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) IOC
DETAL-20
24SO
_
NO USP CONVERSION FOR SIMPSON DETAL-20
(IS) -told x I H21 I PLY
MGT
3965
MUGT
4000
(1) S/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED , (22) IOd TO WOOD (U6P: (25) IOd TO WOOD)
HGT4
10950
HUGT-1
9365
(2) 3/4' AT.R IN HIGH 5TRENGTH EPDXY (MIN. 12' EMBED), (I6)100 TO WOOD (USP: WOOD (8) 10d)
H61-3
10530
HUGT-3
9365
(2) $/4' A.T.R IN HIGH STRENGTH EPDkY (MIN. 12' EMBED), (16) told TO WOOD (USP: 1LOOD (6) IOd)
LGT3-6D525
3255
LUGT-3
5990
(129 60a I/4'x2 la' TO GIRDER (4) 3/8' x 5' TITEN HO TO WALL (USP: CONC. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) WS25)
LT42
1210 PARALLEL TO WALL
1425 PERPENDICULAR TO
WALL
LPTA
1555
(16) IOd x 1-1/2' (USP: (10) 10d x I IR•
VGT
4940
NO USP CONVERSION FOR 51MP50N vGT
(1) 6/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), (16)-SDS 1/4'X3" TO WOOD
105
NO U5P CONVERSION FOR 51MPSON (2) VGT)
(2) S/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i EMBED), (32)-5D5 1/4'X3' / 2 PLY
MT5-12
1 1000
MTW 12
SS5
(A) IOd x I IR' NSP: (14) IOd x 1 1/2", (14) IOd)
HTS-16
1150
HTW 16
1660
(16) 1Od x 1 1/2" (USP: (16) told x 1 0", (16) 10d)
HTS-20
1450
HTW 20
2045
(24) IOd x I IQ' (USP: (24) told x 1 1/2', (20) 10d)
HTS-24
1450
HTW 24
2045
/24) told x 1 IR' NSP: (24) 106 x 1 1/2', (20) 1OF)
LST4-12
925
LSTA 12
9I0
(10) 10d USP: (10) told
LSTA-18
1235
LSTA 15
13,,0
(14) told USP: (14) 10d
M574-18 •.
1X5
M974-15
1315
'14) lOd USP. 04) 10d
(n
OL
M157A-24 «
1640
MSTA-24
1150
(15) told USE: (15) ]ad
Mi57A-30 -
20SO
MSTA-30
2140
(22) 111 USP: (22) 1lad
M9TA-36 +
2050
M574-36
2525
(26)lold USP: (26/10d
M571-36
3800
K5TI 236
3050
(36) told x 1 1/2' USP: (36) IOd x 1 12'
In
MSTI-48
5m65
KTSI 248
4250
(48) lOd a I la' USP: (4&) told x I IA'
H&
950
LFTA 6
SS5
(S) 8d TO PLATES, (5) 8d TO 5TUD6 (USP (I6) ad x 1 1/2', (16) 86)
SP4
&SE
SPT 4
S45
(6) told x I IQ' TO 5%D6 USP: (6) 10d x 1 1/2' TO 5TUD5
A54
395
MP 34
410
(4) Bd x 1 IR' TO BEAM, (4) ad x I la' TO POST. USR (4) Sd x 1 IC' TO BEAM, (4) Od x 1 1/3' TO POST.
HCP2
&AS
HHCP 2
1070
(12) I0d x I I/2' USP: (10) IOC x 1 1/2' TO TRUSS (10) 10d X 1 I/1' TO PLATE
HDA
1340
1 16A
2180
(16) IOd x I la. USR (9) IOd x I Imo" TO TRUSS, (8)11 X I IR' TO PLATE
VGT e HDU4
4565
PHD 4A
4535
(1&) 6D6 1/4'x3• TO WOOD, (10)-606 I/4•x2 I/2' W/ THREADED ROD, (2) NUT6/WASHER/2 PLY
USP 5/8' ATR MINN.I' EMBED SET IN HIGH STRENGTH EPDXY, Ol WSW WOOD SCREWS
VGT 4 HDTB
4940
TDX 10
5110
(I&/- 6D6 1/4'x3' TO WOOD, (9)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHERl FLY
Uso. INS' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY (4) I/8' 7HRU-SOLT6
ABU 44
2200
6665
PAU 44
2535
&115
(V §/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONO., (12/ I6d TO WOOD USP: SAME A6 61MPSON
ABU 66
2300
12000
PAU 66
2535
13815
/U 9/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. I' EMBED) IN OCNC„ ell TO WOOD USP: SAME AS 51MPSON
V)
LTTI9 .+
1340
LTS 15
1205
(U S/4' A.T.R IN HIGH STRENGTH EPDXY, lMIN. T' EMBED) IN CONC„ WOEITO WOOD USP: SAME AS 51MP60N
O
LTT205 +++
1500
LTS 205
1105
(I) 1/2' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN DDND., (10A0d TO WOOD
U - s 3/4' ATR MIN T' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x I In', 2-IR'
=
0
Z
HTT4
4455
HT745
4465
(U 4G5' AT.R IN HKsH STRENGTH EPDXY M0) T' EMBER) I(2 CONO„ (I5l BD�O X IR' (USP: (20) Ibd X 3-Il29
USP HAS MORE NAIL OPTIONS: (2ol)10d, (10)10d x-I!2•, (20) I6d x 2 I/2'
Q
HTT5
5090
HTT45
5430
8' A.T.R IN HIGH STRENGTH EPDXY /MIN. I' EMBED IN CONC. (26) I6d X 2 In' (U5 : (20) 166 X 2-1/Y)
(U 5/ G ) P
USP HAS MORE NAIL OPTIONS: (28) IOd, (28) told x I-IR', (30) I6d x 2 Id'
HHDOII-5D5 25,
11,5I0
UPHD 11 1
120TO
(I) P' AT:R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC. (24) 6DS Y.' x 25' WCOD 6CREUB (USP: (24) I163 WOOD SCREWS)
HD,B
6645
TDX 10
510
(V 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN LONG, (3) 3/4' STUD BOLTS TO WOOD (USP (A) T/5' BOLTS)
(n
d
W
z
=
MBHA 356/1135
34,6
5330
NFM35XRU
3!65
1130
5111filON. (V 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CMU. TOP. rU 3A'
AT'R' IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CJT11 FACE, (ISAOd TO BEAM
USA': (V la' J-El W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONO W/ 3/4' DIA ITW
RANSET,REOHEAD OYNA BOLT SLEEVE ANCHOR OR EO. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
-LIS"Od AT JOST
HU60412 (WOOD)
3635
2660 (FLR)
HU54121F 1
3060
2530 (FLR)
(10) I6d TO HEADER (101 I6d TO WOOD USP: SAME A6 51MP50N
3265 (ROOF)
3225 (ROOF)
HUC410 (CMU)
talc
6086
HD410 IF
1905
31,5
(I5) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMJ, 00) told TO WOOD (USP (15) 1/4' .CMU, TO WOODi 3' LAB SCREE , (10) told TO WOOD.
HUG210-2 (CMU)
1810
5ID85
HD210-2IF
IS05
3175
(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU (10) IOd TO WOOD: (U5P: (15) 1/4' xCMU, (10) TO WOOD: V4' x 9' W53 5CREW@, (10) 10d(IO1 TO LOCI
HUC210-3 (CMU)
1510
4000
HG210-3P
1905 1SITE
(1811/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMN, (10) IOd TO WOOD: (USP: (15) 1/4' x 3' WS3 SCREWS, (10) l0d TO WOOD
LGUM26-2-5D5
1430
5595
n'O'$- DONVERS!ON FOR SIMPSON
LGU126-2-5D5
(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 114' X 2 1/2' 5D5 SCREWS TO WOOD
NIGH STRENGTH EPDXY : SIMPSON 'SET EPDXY -TIE='. CONTACT THE ARCHITECT/ENGINEER oT RECORD POR'b1RITTEN APFROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN ,' DEEP, THE VER'ICAL CELL IN C➢I:J. 'J ALL MUST BE FILLED 5CLID I/ GROUT.
. IOd COMMON NAIL5 CAN BE SUBSTITUTED WITH 106 x I I2' NAILS IN CONJUNCTION WITH A 23q REDUCTION IN THE ALLOWABLE LOAD, WRITTEN APPROVAL FROM THE ARCHITECT 19 REOUiRED =0R THIS APPLICATION
PRIOR TO INSTALLATION_
V)
++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WI-L BE 5', " NIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T
w
F-
ATR, - A-30, ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, E-C, VARiE5)
OBECAUSE
OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AF=ECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKNG SURE THST -HE PROPER CORROSION PROTEC-ON
15 USED.
WHEN U51MG 574INLE55 57EEL CONNECTORS J5E STAINLESS STEEL FASTENERS, WHEN USING ZMAX / HDG GAL I4NIMD CONNECTORS, LS- FASTENERS GA_ /AN'ZED PER A5TI-I-AI53
USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MJ5T HAVE WRITTEN APPROVAL FROM HE ARCHITECT/ENGINEER OF RECORD PRIOR TO:)5F
ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RE ,.8-4N'T CO 5TRJCTION C-HW09 AND-NCHDNlNC 4 FAQ ENING 5Y5TEM5 FOR CONCRETE 4 MASONRY CATALOG
C-SAS-2012.
2 x 12
(•2 SYP)
-1/16' 088
(TYP.)
NAIL (3) 12d 0 6'-8' O-C-
TYP. 2x12 BM./HDR.
® ENTRY
MINIMUM WALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (ft.)
UP TO
5'-0' TO
9'-0.
U-N-O-
4'-II 1/2'
-'-II 1/2'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
1
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, URO:
• 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 BOG. HEIGHTS
8 -..
,W-ATHIM CS)
-1 _1 -1 -1 -1 -1 -1 -1
C" C- C- C- C- C- C- C- C- C- C-- C- C- C- C"
.. ■ .: II I ■ �� 11 II ■��II II
-f - i
LLLJJJ
I IL�I I
I ■' I 1� I
2 J2
L2Cz
II II II II II II II 114 A. nil
il ' �^
u It 11 n It 11 u q {{ V4 I J3
II I II I I I II II II
IuI II II II II II II = _ J5
LL �1_ �IL _I� Jl _IL - = _ = = = = _ ■ AeGL
— — — — �•— — T — — — 71.
I I � II yyIII I I
---
4'-01, -0" 6' I 6' 0" ■
-
/ I � SSTTA � _
i I 1
I I I
Ix4 BTM. CHORD BRACING — �
� 12' O.G. MAX., SECURE[) W/
(2) 10d COMM NAILS 6 _ _
EACH CHORD INTERSECTION u u
lTYf.)
� I �
'
7 3
3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-(d11
-4" 1'-0
N- "=
3'-0" 3'-0" 3'-0" 3'-011
ROOF FRAMING -PLAN
l
i
S B
l B
2 BC
2
SCALE: 1/4 1'-0" ELEVATION "E3'
J
dI-ATEM CS)
rA
rA
GABLE END BRACING
SEE DTL. '4' SHEET p4
IJ
CI
CI
C2
C2
C3Cs
J2
A R C H I T E C T S
Design
Grou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774$078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
�'llll"III
Lomoo�0o0oJ8
E
0
SUBDIV. 8e LOT:
OAKLAND
LAKE
LOT 13
MODEL,
1452
XXX00-00
PROJECT�ji:
02784.000/00013
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
C
r
HEET
or
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
110V DUPLEX
RECEPTACLE
1FLOOR
®
MOUNTED DUPLEX
RECEPTACLE
110V SWITCHED
BOTTOM HALF SWITCHED
DUPLEX RECEPTACLE
110V GFI DUPLEX
EQUIPmD w/ GROIIo FAULT
(TAMPER RESISTANT
GFI
RECEPTACLE
TYPE)
TYPE)
®
220V RECEPTACLE
4 win cONNEcTICN
110V DUPLEX
EQUIPPED w/ GROUND FAULT
�I
RECEPTACLES
GATHER 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
y�
LIGHT FIXTURE -
CEILING MOUNT LED
�.(
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE-
K
KEYLESS
LIGHT FIXTURE -
VAPOR PROOF
�(
LIGHT FIXTURE -
PENDANT
EXHAUST FAN
MOTOR
��-
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UG
UNDER CA5INET
—
LOW VOLTAGE
PANEL
PANEL
METER
SD
SMOKE
BATT. 5ACK-UP W/ HARDWIRE
DETECTOR
NTERC-014 EECTED
CAR50N MONOXIDE
SATT. 5ACK-UP W/ HARDWIRE
DETECTOR
NTERCONeCTED
CEILNG 5OX REQUIRED TO 5E
O
J-50X
SUPPORTED N ACCORDANCE W/
SOX MARKED AS SUCH FOR
NSF'ECTION
FLOOD LIGHT
Dc
DOOR CHIMES
TV
TELEVISION JACK
TELEPHONE
JACK
4
GAS OUTLET
LOAD CALCULATIONS ONE FAMILY DWELLING
WITH HEAT PUMP (NEC CODE#D2)
HOUSE PLAN: 1452
LOAD INFORMATION
VA
1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT.
4,356
(2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA.
3000
(1) LAUNDRY CIRCUIT AT
3000
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
45,602
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD ® 40%= 35,602 VA x (.4)
14,241
TOTAL NET GENERAL LOAD
24,241
5-TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5-KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
24,241
NET TOTAL HEAT
10,450
TOTAL LOAD
34.691
CALCULATED
LOAD
FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
TRANSFOR'MR BANK, UWVA
VOLTAGE: 1620A3200-2401480V
SERVICE: SINGLE PHASE
TYPE: UNDERGROUND
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
AT SECONDARY SIDE* (120/240 VOLTS)
MAXIMUM FAULT CURRENT: IWW amps
POWER COMPANY
TRANSFORMER
SERVICE BY OTHERS
(3)•I THHWrHUN COPPER CONDUCTORS,
(1) • b THNN/THUN COPPER GROUND M 2" CONDUIT.
v
NEMA 3R
200 AMP
1
COMBO
VOOLTLT4 2
DISCONNECT
CIRCUITS
M
AND METER
MLO
CAN
200
AMP.
PHONE / DATA
UJEAT14ER
PROOF BOX
200 AMP ELECTRICAL RISER
NOTE,
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
=RSYSTEM BONPMG TERMINAL
LOW VOLTAGE CONNECTIONS
PROVIDE 04 THW nWW COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIPE.
NOTE: IF PVC 18 USED THERE 16 NO
BOND/GROUND TO COLD WATER PIPE.
CABLE/TV
WEATHER
PROOF BOX
LANAI
PRE -WIRE
I
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DINING
OWNER'S SUITE GREAT ROOM
TV.
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GFI ! BATH 1
W/H 44 AFF
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SPRINKLER FOYER // � YER I � � - �
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SCALE: 1/4 = I'-O' ELE- TION '5'
■:
PA.
JACK
DED. 20 AMP
OUTLET FOR
M. WAVE
A R C H I T E C T S
Design
Gr()t 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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MODEL:
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PROJECT.#:
02784.000/00013
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DAT30: 7/5/18
SC :1/4"=1'-0"
SlikET
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A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
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MODEL:
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XXX00-00
PROJECT#:
02784.000/00013
PAGE:
PRODUCT
APPROVAL
160 MPH EXP. C
ARCHrrECT:
STATE OF FLORIDA
7/5/16
SCALE: 1/4"=1'-O" 1
SHEET
OF
(U 5 MBAR VERTICALLY
(1) 5 MBAR VERTICALLY W/ CONC.
W/ CONC. POURED CELL
(25' MIN LAP)
POURED CELL (25' MIN LAP)
- R-4,1 INSUL. MIN.
TEXTURED CEMENTIOUS COATING
z S' CMU
z W = PER (ASTM CS26) (TYP-)4
a, cm
� L�
112' GYP. U1L. W.
a 0 CURM HEIGHT VARIES
6 O `WOOD BASE
_ /
N
W
a
} '.� a '
3 Vl' CONC. REIN. W/ b'xb'
< ` WIAxWIA ULLF OR FISEIE"ESH ON
`� 3 I/1' CONC, RERF. W/ 6'xb'
_ 8-MIL POLY ETHYLENE VAPOR
= WIAxWIA U W OR FIBEFd'IESH
BARRIER ON DELL -COMPACTED
ON 6-MIL POLY ETHYLENE
CLEAN TEfd'IITE TREATED FILL
vAPOR BARRIER ON
z a
z d' WELL -COMPACTED CLEAN
> 4' 4' 4' 1 I/2• RECESS
L 4° 4' 4' TERMITE TREATED FILL
M
(2) �$ REBAR ON CHAIRS
1 -m l2) 5 REBAR ON CHAIRS
I'-0'
1-STORY FOOTING
1-STORY FOOTING
�1 W/ BLOCK WALL
4 AT GARAGE
SCALE,
WALL 5EYOND
_
WALL BEYOND
3/4' RECESS FOR
PAVERS GARAGE DOOR
-
3 IR• Cm. 115". OF 6kb'
WAAU LLWF OR FIEER FM ON
N L 6-MIL POLY EMM.Re VAPOR
v
.
w '�" BARRIER O MU -COMPACTED
a
Q r CLEM! 7ER91TE'rf�ATED ALL
N • • III 3 1/2' GONG, REJW. W/ 6'x6'
a a 3 Vl" CCNC, Rmw. W/ b"x6'
o
_ WAXUA ULF OR FIMERMESH ON
PAVER 6-MIL POLY ETHYLENE VAPOR
FIBERIESW ON
- " x ea ` 6-MIL POLY LLLF ETRHYLEIE VAPOR
-
BASE BARRIER ON DELL -COMPACTED
CLEAN TEIelITE TREATED FILL
BARRIER ON UELL-OCI-PACTED
5 REBAR ON
FOOT INCs e' I'-0'
CLEAN TER'IITE TREATED FILL
za
4' 4' CHAIRS
5EYOND
l0 5 REBAR ON CHAIRS
EXTEND
L 4' 4' 4' 6' RECESS FOR PAVERS
N 8
GARAGE STEP-UP
P
"°" (2)'S REBAR ON CHAIRS
NON -BEARING
GARAGE DOORO FOOTING
PAVER RECESS
9 @ ENTRY DOOR
:1L ,
SEE MANUF. PRODUCT DETAILS
FOR REQUIRED SIZE AND DEPTI
z
OF RECESS FOR SGD. TRACK
E
w vARIES
FMISH FLOOR
(I) so MBAR SET IN SIMPSON HIGH
"
e
a --
Q
Z STRENGTH EPDXY b' EMBED. MIN.
(2) 5 MBAR • I -STORY
w >
L
(3) 5 REBAR • 2-STORY
Q d.
y
S
a, OUTSIDE REBAR TO ME
,^
-
CONTINUOUS
a
<
Q
3 1/2' CON_, FrEM W/ 6'x6'
.
111144114 1131F OR FIBERMESH ON
°
6-MIL POLY ETHYLENE VAPOR
� "<
BARRIER ON WELL-RECOMPACTED
CLEAN TERMITE TATED FILL
ti
2'-I' MIN. LAP
SLAB AT S.G.D.
11
TYP. RETROFIT FOR
OMITTED DOWELS
REBAR LAP AT FOOTING
SCALE:1'.1'-0'
A SC LE: 1/1'4-0
R
\ .L-/ / SCAL R'. P'-®•
TIE VERTICAL REBAR
TO HORIZATIONAL
REBAR W/ 10' HOOK
GROUTED BOND SEAM
VARIES PER ELEV.
�a
C
a
0- CLEAI'IOUT REQUIRED
FOR INSPECTION
Z
0'-w FIN. FLR
d a <a TIE VERTICAL REAR
(0 5 VERT. DOUEL
LAPPED W/ BOND SEAM
(1) 5 MBAR AT COWERS
- ^ � TO NORI
a -a MBAR WW1 / 10' HOOOK
77 W/ 25' LAP MIN.
�s
TYP. REBAR LAP
HORIZONTAL/ VERTICAL
AT LINTEL CORNERS
F REINFORCING
C /1 •I'-m'
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
0 AKLAND
LAKE
LOT 13
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00013
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: 7 /5 /18
' SCALE: 1/4"=1'-O" 1
I
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED
TO PLUMB JAMB. TO PLUMB JAMB.
�' ❑ DO NOT EXCEED
8' CMU BLOCK DO NOT EXCEED ❑ 8' CMU BLOCK
�' DRYWALL J' DRYWALL WINDOW/DOOR JAMB
P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER
(SEE WINDOWiDOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING
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 P.T. lx4 or i'x4' MIN:
PER MFR'5 SPECIFICATIONS EACH END and s 18' O.C. MAX PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
(1) �(,' TAPCON (MIN. EMBEDMENT I J')
WINDOW TO BLOCK (+ or +%4") WINDOW TO BLOCK (+3") $' FROM EACH END and IS' O.C.MAX
Y4
or
DOOR JAMB TO BLOCK (+%" or +%4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, s' FROM EACH END and
IS' O.C. MAX
4A SCALE: r=r-m' 4E SCALE: r=r-m' MIN. SHANK SIZE .145
MIN. HEAD SIZE 300
MIN. EMBEDMENT 1 J'
NOTE: NOTE:
SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4:
TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) �(,' TAPCON
rg — DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I �') 8' FROM EACH
8' CMU BLOCK 11 END and 9 18' O.C. MAX
' DRYWALL 8' CMU BLOCK' DRYWALL or
P.T. 2x(1) DRIVE PIN, 8' FROM EACH ENE) and
(SEE WINDOWiDOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. lx4 or Ix2 P.T. NAILER 9 18' O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG (SEE WINDOW/DOOR JAMB BLOCKING &' oSB (4' WIDE MIN.) MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT POOR CASING MIN. HEAD SIZE 300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1"
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW
SHINGLES OR TILE (PER BLDR) PER MFR'5 SPECIFICATIONS EACH END and IS' O.C. MAX (ATTACHED TO BLOCKING
PER MFR'5 SPECIFICATIONS) P.T. 2x6:
OVER W FELT PAPER (OR APPROVED EQUAL) NOTE: SECURE TO BLOCK w/ (2) ' TAPCON5
INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 J') 8' FROM EACH
6TH EDITION (2011) 1 > THROUGH NON-STRUCTURAL MEMBER (Ix or 1,' OSB) ENE) and a 18' O.C. MAX
46 SCALE: r=r-m' (2) DRIVE PINS, 8' FROM EACH ENE) and
OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 /) W/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK or
METHOD PER 'NAILING SCHEDULE'
RE -ENGINEERED ROOF TRUSS -9 16' O.C. MAX
WINDOW TO BLOCK (+3 %6) MIN. SHANK SIZE .145
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION 7 „ MIN. HEAD SIZE 300
(PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 /6) MIN. EMBEDMENT 1 j'
SHIM AS NEEDED 4F SCALE: r=r-m'
i 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) ' TAPCON5
VENTED ONC. FILLED U-BLOCK w/" DRYWALL NOTE: (MIN. EMBEDMENT I) 8 FROM EACH
ALUMINUM SOFFIT (1)15 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER LT SHIM AS NEEDED END and 9 18' O.C. MAX
ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or
I K I I IRECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT (0' OSB (4' WIDE MIN.) r (2) DRIVE PINS, 8' FROM EACH END and
DOOR JAMB / WINDOW
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED m l8' O.C. MAX
ATTACHMENT PER MFR. PER PLAN)
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145
PER MFR'5 SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300
NOTE: P.T. Ix4 or i"x4' MIN. 7p
Ix4 or Ix2 P.T. NAILER
MIN. EMBEDMENT I "
(SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.)
ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT
ALL
PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' O5B) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4:
PRECAST OR POURED IN W/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OCR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON
PLACE SILL (PER BLDR 'GYPSUM WALL BOARD EACH ENE) and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 �') 8' FROM EACH
TEXTURED CEMENTITIOUS U 05 REBAR VERTICALLY IN 15 PER MFR'5 SPECIFICATIONS) END and 9 18' O.C. MAX
WINDOW TO BLOCK (+1 /6) or
COATINGCC
C 2lN. 6)(PER A5TM CONC. OVER CM ILOCA IONRPER PLAN) DOOR JAMB TO BLOCK (+1 1i6D CELL') STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED lU DRIVE PIN, 8' FROM EACH END and
8' CMS~' 4' P.T. FURRING STRIPS is 16' O.C. 4C ��E: I I m e IS' O.C. MAX
THROUGH NON-STRUCTURAL MEMBER (ix or �' OSB) MIN. SHANK SIZE .145
w/TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300
OD BASE MIN. EMBEDMENT I"
LT NOTE: WINDOW TO BLOCK (+3 %6")
SHIM AS NEEDED 7 P.T. (2) 2x6:
TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) SECURE TO BLOCK w/ (2)' TAPCON5
ONCRETE 5LA5 DO NOT EXCEED 4' 4G SCALE: r=r-m'
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J') 8' FROM EACH
Q AND REINFORCEMENT) 8' CMU BLOCK END and 9 16' 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 END and
LOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOWiD00R JAMB BLOCKING SIMPSON HTS20 w/ ll0)1(Dd NAILS TO TRUSS 4 a 18' O.G. MAX
(D-El FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) J'X2 J' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145
NGLE STORY SCALE: 3/4'=I'-m' DOOR CASING
DOOR JAMB /WINDOW for EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS MIN. HEAD SIZE 300
(ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT I J'
BATT INSULATION ADHERED TO CEILING rl
' GYPSUM BOARD OR HIGH PER MFR'5 SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM
BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOTE: (2) SIMPSON NTSRU EACH SIDE OF TRUSS w/
ll0)10d NAILS TO TRUSS 4 (4)°X2' TAPCON5 P.T. (2) 2x8:
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BONE) BEAM SECURE TO BLOCK w/ (2) J' TAPCON5
THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) (or EQUIVALENT INSTALLED PER MFR'5 SPECS (MIN. EMBEDMENT I J') 8' FROM EACH
r W/' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK END and 18' O.C. MAX
t TAPCONS MIN. or
OPENINla 22° x 30' MIN. `_XOD CASING AT SIDE WINDOW TO BLOCK (+2 Y4 2' COVER a DRIVE PINS, 8' FROM EACH END and
2' APART � VOL, MAX
ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 14 MIN. SHANK SIZE .145
TRUSS ANCHOR RETRO—FIT MIN, HEAD SIZE 300
3 SCA1 E: Nts. WOOD CASING 4 GYP.
4D 5 SCALE: N.T.S. MIN. EMBEDMENT 14'
BOARD (TYP)
A R C H I T E C T S
GDesign
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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MODEL:
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XXX00— 00
PROJECT#:
02784.000/0001
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
JA S C ` ELL
RN012 '9
Dt TE: '7/5/18
CALE: 1 /4" =1' — O"
SfIEE�
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A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA M 0003325
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PROJECT#:
02784.000/00013
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
r DATE: 7%5/18 l
SCAT :1/4"=1'-O"
SHEET
D3
SON VTCR or
'ING (1) a EA
6'-0' O.C. M,
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'=1'-V
PRE-ENGINEERED TRU55
' GYPSUM BOARD OR
HIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS m 24' O.C.
(SIZE PER PLAN)
SECURE BOTTOM PLATE TO
SLAB w/ 10d MASONRY
NAILS 9 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
a a - a
INTERIOR NON -BEARING WALL
WOOD STUDS
SCALE: 3/4'4-0'
/-PRE-ENGINEERED TIRU55
'�—
`' GYPSUM BOARD OR
HIGH STRENGTH CEILING
BOARD
3 %8 TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRU55 w/
DRYWALL SCREWS (EACH TRU55
or 24' O.C. MAX)
}' GYPSUM WALL BOARD
3 W METAL STUDS (25 GAUGE) a
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE a 12' O.C.
3 % BOTTOM CHANNEL (25
ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO
BLOCK w/ CUT NAILS SLAB w/ IOd x I' MIN. MASONRY
NAIL w/ WASHER 9 32' O.C. MAX.
0 ONCRETE SLAB
(SEE FOUNDATION PLAN FOR
U SIZE AND REINFORCEMENT)
a e'
a
ECURE 2x(o MIN. TO BLOCK w/
NOTE:
(2))/2' x V ANCHOR BOLTS w/ 2'
STUD GAUGE IS HEIGHT SPECIFIC. CONSULT
B WASHER SET IN SIMPSON or USP
HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS.
(MIN. V EMBEDMENT)
7B INTERIOR NON -BEARING !��
L[oETALSTUDSSCALE:4 -0'
SECURE 2x(o MIN. TO BLOCK w/ -- - -
(3)Y' x 9' ANCHOR 5OLT5 w/ 2'TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC, POURED
WASHER SET IN SIMP50N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN)
HIGH STRENGTH EPDXYE(MIN. I C926) OVER CMU-- ' CMU BLOCK
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'=I'-V
UND
(PER MANUFACTURER'S SPECCATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)y' x 9' ANCHOR BOLTS w/ 2'
GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH
(BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT)
PER MANUFACTURER'S SPECIFICATIONS VERHEAD GARAGE DOOR (BY OTHERS)
I' MIN. SLIDE
Room ALVANIZED STEEL VERTICAL TRACK
B SECTION (BY OTHERS - INSTALLED PER
SCALE: NTR MANUFACTURER'S SPECIFICATIONS)
A R C H I T E C T S
Design
rc u p`rnc.
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 13
MODEL:
1452
XXX00-00
PROJECT#:
02784.000/00013
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATV: 7/5/18
I SCkLE:1/4"=1'-0"'
SHEET
D 4
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH /a 9" O.C. MAX (VERT.).
NOTE: DO NOT FA5TEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ %a" LEG MAY BE USED TO TEMP.
5ECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
l" O.C. MAX VERTICALLY
LATH SHALL NOT BE CONTINUOUS THROUGH
CONTROL JOINTS BUT SHALL BE STOPPED AND
TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4
NOTE:
1. FASTENERS FOR LATH TO BE NAILS OR
5TAPLE5 IN COMPLIANCE W/ A5TM CI063
2. WIRE TIES TO BE (NO. 15) 0.041511 WIRE
3. BLOCKING 5HOWN MAY BE IN ADDITION TO I
WALL 5TUD5 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 1
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE,
PER FBC R-103,11
EXTERIOR LATHING AND PLASTERING
EXTERIOR U5E OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENT5 OF A5TM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH A5TM C 1063-12A
STEP 1
INSTALL FA5TENER5
(CLIPS, STRAPS, 5TAPLE5)
A5 REQUIRED TO 5ECURE
PIPE/ WIRE TO FRAMING
3PIPE PENETRATION DETAIL
TO
TO 6' / 1 1 1 1 6' TO 8'
g" TRICK, 3 COAT CEMENT
PLASTER
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
'@7" (VERT.) O.C. MAX AT 5UPPORT5
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD 5HEATHING
PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO 5" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
"M" CONTROL JOINT
(-,—)TYPE SCALE: N.T.S.
NOTE: APPLY SEALANT AT "M" CONTROL
JOINT END TO END CONDITIONS
USE FINGER5 TO MOLD THE REMAINING HALF OF THE
FORM FLASH I TO THE 5HEATHING, MAKING SURE THE
FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE
\ 5HEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5.
TAKE SECOND PIECE OF FORM
FLASH I AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
STEP 2 5AME MANNER, MAKING SURE
THE OVERLAP AREA5 ARE
PRE55ED DOWN TIGHT TO THE
PIPE AND SHEATHING.
SECTION
"== WRB LAYER #1,
-,OWRAP (OR APPROVED
L) DIRECTLY TO SHEATHING
LAYER 12, FORTIF15ER
)ING PAPER (OR
:OVED EQUAL)
L LATH
'ECTO FORM FLASH 1
ORMABLE AIR/VAPOR
:IER TAPE DIRECTLY
4EATHING
ITE SPRAY ADHE5IVE
�TLY TO 055 AROUND
TRAT ION
TOMERIC COATING
4PPROVED EQUAL)
STUCCO/ C.V. FIN15H
(5EE TYP WALL SECTION)
NOTE:
511DE LAPS OF METAL PLASTER BASES
SHALL BE 5ECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). A5 PER ASTM C1063 1.8.1.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL & 5TICK
WOOD 5TU
5HEATHI
WRB #1 TAPED T,
SHEATHING ui/ WI
02 OVER TOP. Wf
#2 TO BE LAPPE_
VERTICALLY (o" MIN.
5TUCCO OVER
METAL LATH. METAL
LATH TO HAVE I"
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
wi�r✓ Sri i �I� ,
FORTIF15ER BUILDING
PAPER (OR
APPROVED EQUAL)
2PAPER LAP
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP SIDING (PER BUILDER)
WEEP SCREED
MINIMUM CLEARANCE
(PER MANUF. 5PEG5)
5"XI" CONTINUOUS GALV. METAL
STEP FLASHING (NAIL TO ROOF
DECK, NOT WALL 5HEATHING)
CAP 5HINGLE - DO NOT NAIL
ADHERED 5HINGLE5 TRIMMED
TO COVER FLASHING STRIP
FLASHING
4 scare: N.rs.
NOTE:
APPROVED BUILDING WRAP SMALL BE LAPPED A
MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) 4
6" 6 HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE 1"
METAL LATH
TAPE WRB LAYER
#1, 5TUCCOWRAP
(OR APPROVED
EQUAL) DIRECTLY
TO 5HEATHING
I' MIN LATH
LAP, 4' OVER
ALL LAP
VERTICAL LATH
& PAPER DETAIL
STUCCO
8" THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER 01,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
LEGEND
DRAINAGE PLANE
(WRB LAYER #1,
5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER #2
(FORTIF15ER
BUILDING PAPER OR
APPROVED EQUAL)
5HEATHING
METAL LATH X X X X
STUCCO
WOOD 5HEATHING K1111l-
5ELF-ADHE5IVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / A5TM C-847-09,
MIN, 2.5 L55. PER 50, YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET 5PECIFICATION5)
WRB: WATER RE515TIVE BARRIER
A R C H I T E C T S
Design
Gro u Islnc.
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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SVBDIV. 70T*
OAKLALAKLOT 1
MODEL:
1452
moo—oo
PROJECT#:
02784.000/00013
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT.
STATE OF FLORIDA
VUA1
TEXTURED CEMENTITIOU5
COATING
WRB LAYER #I, 5TUCCOWRAP (OR APPROVED
EQUAL)
X,,
WRB LAYER #2, FORTIF15ER BUILDING
X WOOD SHEATHING
$" THICK, 3 COAT
PAPER (OR APPROVED EQUAL)
x VENT CAP 15 TO BE SET IN CONTINUOUS
BED OF
CEMENT PLASTER
WRB LAYER 1, STUCCOWRAP (OR APPROVED
"'91 SEALANT.
PREMANUF. DRYER VENT CAP
EQUAL) TAPED DIRECTLY TO SHEATHING
ONE-PEICE HOODED VENT ATTACHED
PER MANUF.
_ (SET IN CONT. SEALANT)
LAP LAYERS OF BUILDING WRAP OVER
5PECIFICATION5
STEP FLASHING
NAILING FLANGE, STOP WRB APPROX.
APPLY SEALANT AT PERIMETER OF
-?
OVERLAPS KICKOUT
ly" ABOVE SHINGLES
I'X NON -MOVABLE FRAME AND STUCCO ON ALL
SEALANT o ALL SIDES
DIYERTER 1" MIN.
SELF -ADHERING FLASHING
" 51DE5, �" SEALANT s JOINTS ALL AROUND
.:..
THICK, 3 COAT CEMENT PLASTER
STEP FLASHING
METAL LATH
DRYER VENT (BLOCK)
SCALE N.T.S.
DRYFLEKT KICKOUT pIVERTER
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
Quo
DRYER VENT FRAME)
OVsRi"QUICK FNG LA5HR" --
FELT UNDERLAYMENT
o�
vA SCALE: N•T,S.
PIPE THROUGH WALL—�
PER FBC R703.�.1
SHINGLE ROOFING
EXTERIOR LATHING AND PLASTERING
DRIP EDGE: OVERLAP 31,
FASCIA WRAP
EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
EXTEND 1/2" BELOW
BUILDING PAPER
COMPLY WITH THE APPLICATION REQUIREMENTS OF
SHEATHING, MECHANICALLY
UNDER "QUICK FLASH"
ASTM C 926-12A,
FASTEN 4" as MAX.
A VENT PENETRATION
SCALE:NTS.
INSTALLATION OF EXTERIOR LATHING AND FRAMING
SHALL COMPLY WITH A5TM C 1063-12A
WOOD SHEATHING WRB LAYER 12, FORTIF15ER
LEGEND
WOOD WRB LAYER #I,
BUILDING PAPER (OR
DRAINAGE PLANE
NOTE:
CONSTRUCTION STUCCOWRAP (OR
APPROVED EQUAL)
(WRB LAYER #1, 5TUGCOWRAP
INSTALL KICKOUT FLASHING
KICKOUT DETAIL
WOOD APPROVED EQUAL)
METAL LATH
OR APPROVED EQUAL
AT BOTTOM OF ROOF 4 WALL
5 6cALE:NTS.
SHEATHING WRB LAYER #2,
WOOD r-1/8" TEXTURED FINISH o WOOD
WRB LAYER #2
INTERSECTIONS
I FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL
(FORTIF15ER BUILDING PAPER
BUILDING PAPER (OR
8" CMU ol'
MEMBER a 7" O.C. MAX
OR APPROVED EQUAL)
AREA t0
RECEIVE 1 COAT OF 5HER-CRETE
APPROVED EQUAL)
e $ %$" TO %` MID -WALL
METAL LATH X X X X
FLEXIBLE
CONCRETE WATERPROOFER or 1
$" THICK, 3 COAT CEMENT
WOOD FRAMED PLASTER
WEEP SCREED
6" WIDE STRIP SELF
STUCCO
SCRATCH
COAT PRIOR TO ELEC. METER
WALL II
/$ TO 1/8 MID -WALL
ADHERING FLASHING, CLEAN
WOOD SHEATHING ['7j�
INSTALLATION
WEEP SCREED
MASONRY BEFORE APPLYING
SELF-ADHESIVE FLASHING
1
(PER 3/WAI)
6" SELF -ADHERING FLASHING
TEXTURED FINISH 6 MASONRY
HORIZONTAL WEEP SCREED
HORIZONTAL WEEP SCREED
NOTE:
(FRAME TO FRAME)
(FRAME TO BLOCK)
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
ELEC, METER FIELD VERIFY
111 SCALE: TS. *SCALE: N.TS.
N
C-84 I-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR
�'-
LOCATION
NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS
ELEC. METER FIELD VERIFY LOCATION
SEALANT ON TOP 4 511DE5 ONLY
CUT ENOUGH PROTECTO FORM —
FLASH 1 PIECES TO COVER BOX 4°
NOTE. ATTACH PER
PAST EACH SIDE. STARTING AT THE
MANUF. SPECIFICATIONS
(RIGID
BOTTOM OF THE BOX REMOVE
LINER AND APPLY
MAKE AN "XICUT THROUGH
PUSH THE PROTECTO FORM
CAVITY TO BE FILLED WITH
PROTECTO FORM FLASH 1 IN A
THE PROTECTO FORM FLASH 1
FLA5H 1 INTO THE OPENING
E PE
POLYMERIC I50CYANATE-POLY5LEND
SINGLE FASHION TO COMPLETELY Lj
IN THE CENTER OF THE BOX
AND ADHERE TO THE
FOAM ("GREAT STUFF" OR SIMILAR)
COVER THE BOX.
OR OUTLET OPENING
INTERIOR OF THE BOX.
EXTENDING TO NO CLOSER
/ I
WOOD SHEATHING
THAN 1" TO CORNER,
STEP 1
STEP 2
STEP 3
WRB LAYER #I, 5TUCCOWRAP
APPLY SEALANT AT TOP 4
(OR APPROVED EQUAL)
ELA5TOMERIC COATING
SIDES OF ELEC. METER BOX
PROTECTO FORM FLASH I
(OR APPROVED EQUAL)
AFTER STUCCO INSTALLATION
SELF ADHERING FLASHING
APPLY E-Z BEAD : ° ° °
° °
OVER STUCCO/ C.V. FINISH
FLASH OPENING WITH PROTECTO FORM FLASH 1
SELF ADHERING FLASHING PER FLASHING
APPLY 60 MIN GRADE "D" FELT
OVER SELF -ADHERING FLASHING
o0
OVER 60 MIN GRADE "D" oo ao
(OR APPROVED EQUAL) ao A.
(SEE TYPICAL WALL
SECTION)
ELECTRICAL CONDUIT
METHOD AS DESCRIBED IN DETAIL 3 OF WAI
OVER APROVED HOU5EWRAP
FELT -PROVIDE SEALANT o0 0'
METAL LATH
PENETRATION "PIPE PENETRATION DETAIL"
AT ALL JOINTS AND ° • °' °' ° °
8 SCALE: N.T.S.
APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE
WRB LAYER 12, FORTIF15ER — oe
INTERSECTIONS
EXTERIOR
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN
BUILDING PAPER (OR
ELECTRICAL RECEPTACLE
OR METER CAN COMBO OR METER CAN AND DISCONNECT
APPROVED EQUAL) STEP 4
STEP 5
6rALE:KTB. COW) STEP 6
A R C H I T E C T S
Design
r0 u p`Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003326
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SVBDIV. 8e LOT:
OAKLAND
LAKE
LOT 13
MODEL:
1452
M00-00
PROJECT#:
02784.000/00013
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
7/5/18
OtAi.E: 1/4"-f-O" 1
SHEET