HomeMy WebLinkAboutBUILDING SITE PLANSFILE C��pY
INDEX 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
XXX 0 0— 0 1 4 FLOOR PLAN
5 ELEVATIONS
6 TRUSS PLAN - ROOF
7 ELECTRICAL PLAN
FOR: S PRODUCT APPROVAL
DI FOUNDATION DETAILS
D'-D4 ARCHITECTURAL DETAILS
WA1-W5 WALL ASSEMBLY DETAILS
i OL111
wont4 %M
a n h o m e s■ co m TABLE R301.2(1)
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN
SNOW Speed Topographic DESIGN Frost line DESIGN UNDERLAYMENT n FREEZING ANNUAL
LOAD (mph) effects" CATEGORY` Weathering depth° Termite` TEMP` REQUIRED" HAZARDS INDEX TEMP'
N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A
DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE
01-01-18
• FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS
6TH EDITION(2017)
•ALL LOCAL AND STATE CODES DATE DESCRIPTION
• OCCUPANCY — RESIDENTIAL, GROUP R3 -
*CONSTRUCTION TYPE — VB _
•MIN. INTERIOR FINISH — CLASS C 15T 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 GARAGE 3W SQ. FT. _
• 1—STORY RESIDENCE — ENTRY 19 SQ. FT.
• 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES PATIO IS SQ. FT.
• STATE OF FLORIDA TOTAL 1aa2 5Q. FT.
CERTIFIED BUILDING CONTRACTOR: CUBIC VOLUME LIVING 12k32 SQ. FT,
RYAN HOMES
1450 CENTREPARK BLVD. AREA CALCULATION
SUITE 340
WEST PALM BEACH, FL 33401 WIDTH DEPTH
• STATE OF FLORIDA (ELEVATION A) 40'-0" 47'-4"
PROFESSIONAL ARCHITECT:
ROLAND A. ABOUCHACRA
AR NO. 93723
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
Des! n
p
fl ou Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407.774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
xXX00-01
PROJECT#:
R5025.063/00001
PAGE:
COVER
SHEET
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: 11 /12 /18
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SCANNED
BY
St. Lucie County
RECEIVED
D'FC98�318
5T. Lucie County, Permitting
GENERAL NOTES
1.
2.
3.
4.
5.
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 2SF)
Al. SLEEPING ROOMS 30
A.2. ATTICS WI STORAGE 20
A.3. ATTICS W/OUT STORAGE 10
A.A. POOLROOMS 75
A.5. BALCONIES 40
A.6. DECKS 40
Al. STAIRS 40
A.8. ALL OTHER ROOMS 40
B. FLOOR DEAD LOADS /PSF)
B.1. ALL AREAS 10
C. ROOF LIVE LOADS
C.1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017),
D. ROOF DEAD LOAD /PSF)
D.I. FIBERGLASS SHINGLES 17
D.2. CONCRETE TILES 25
E. WIND LOAD CRITERIA
E.I. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH
E.2. EXPOSURE CATEGORY C
E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85
EA, INTERNAL PRESSURE COEFFICIENT (GC_pi) 0.18
E.5. OPEN BUILDINGS 0.00
E.6. ENCLOSED BUILDINGS m0.18
F. GUARDRAILS AND HANDRAILS LIVE LOAD -IPSFI
F.1. 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 "DRAWINGJCONTRACT 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 09TAILED.
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 72'ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE
THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017).
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017),
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN! 450 PER R30292 OF THE FLORDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED
IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017).
GARAGES AND CARPORTS
2.
3.
4.
GARAGE DOOR
A. ENGINEERED FOR 160 MPH MIN, WIND LOAD.
B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER
C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER
AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS
BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1
3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1
AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 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 SEPP+TED 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 SEPARATEDFROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /84NGH 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
3.
4.
6.
9.
10.
11.
12.
13,
REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS.
REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES.
THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAVANGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION.
PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL BOTTOMS OF FOOTINGS SHALL
BE V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF
CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN
THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY
PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION.
FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY Of AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE
WITH ASTM D-1557.
ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT.
NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING.
ALL SACKFUL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN
ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS.
COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED.
DO NOT 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,
CONCRETE
1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11.
2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER28 DAYS, UNLESS NOTED
OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2
3, ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE
4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER.
5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED.
6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W.
7, PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE
INDICATED ON DRAWINGS, SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE.
8. 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 402/ACI 530/ ASCE 5.
2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE 11 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 318 INCH 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 316; 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 @HALL CONTAIN MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1121NCH TO 2.251NCH ES (13 T056 MM) IN LENGTH.
DOSAGE AMOUNTS SHALL BE FROM 0.75 TO3.0 POUNDS PER CUBIC YARD (0.45 TO 1.781t9/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL
COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2A.2 (1) OF THE FBCR, 6TH EDITION (2017)
4. ALL VERTICAL REINFORCING BARS IN CIVIL CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH
MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25".
5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25"
WHEREVER POSSIBLE.
6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
B.1, 95, W31 ORD31 AND SMALLER 2"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND:
C.1. #11 AND SMALLER 31
D. BEAMS & COLUMNS:
D. 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y:
7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT.
ELECTRICAL
i. 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, 16- 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.
T REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL.
8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE
INSTALLED FOR EACH MOTOR VEHICLE SPACE.
TIMBER
1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN:
A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL)
B. NATIONAL FOREST PRODUCTS ASSOCIATION:
B. 1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION
C. SOUTHERN PINE INSPECTION BUREAU:
CA, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER
D. TRUSS PLATE INSTITUTE:
D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007)
E. APA - THE ENGINEERED WOOD ASSOCIATION:
E.I. ENGINEERED WOOD CONSTRUCTION GUIDE
R AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS
2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO.
A. Fb=1.100PSI Fv=175PSI E=1,400,000PSI 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 ?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 EXPOSUREA OR 1/2" 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 TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE,%' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 102' 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 15/32' APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER
MANUFACTURER SPECIFICATIONS.
12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ.
13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2.
14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR
THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS
AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH
CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT,
15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING
DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL
ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION.
21
TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING
ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982,
PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/7PI 1-2007 NATIONAL DESIGN
STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED
TO L/240.
THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT
POLYMER PAINT,
ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL
CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG,
DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE
CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.91AJ.
MAXIMUM STUD LOAD CAPACITY
(SYP #2)
FRAME WALL HEIGHT @ 8-4-
WIN DSPEED/ EXPOSURE
160MPH/B
160MPH/C
160MPH/D
2x6 STUD SPACING
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
22, IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION.
DI 1 IRADIAIf•
1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL.
2. WATER SUPPLY LINES SHALL BE:
2.1. CPVC.OR
2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017)
" PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4
FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6.
PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE,. BECAUSE OF THIS, EXPANSIONS LOOPS MUST
BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED.
` PIPE SUPPORTS SHALL BE A MAXIMUM OF 32' HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017)
CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH YV AMAFLEX.
3. CONDENSATION LINES SHALL BE MINIMUM''-W PVC (SCHEDULE 40), INSULATED WITH ''%' AMAFLEX.
4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH,
5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE,
6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017).
8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017).
9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE.
10, DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032 OF THE FBCR,
6TH EDITION (2017)
FIRE-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 Y" 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-131063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017)
4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N, (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE
ASTM-C-1063
& 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 ASTWC-1063
MAINTENANCE
IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR
CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS.
CONSTRUCTION OBSERVATION
1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT.
2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S
PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR
INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION.
CONTROL DATE: 05/18/18
A R C H I T E C T S
Group-inc.Desi n
1441 N. RONALD REAGAN BLVD
LONGWOOD, FL 32750
PH: 407.774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SVBDIN% & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX.00-01
PROJECT#:
R5025.063/00001
PAGE:
GENERAL
NOTES
160 MPH EXP. C
DATE: 11 /12 /18
SCALE: 1/4"=1'-O"
SHEET
G NOF 0
SECURE STRAP
TO CONC. W/ (2)
3/1&'x2' TAPCONS
3 1/2' TI
CONC. SLAB
6IMP50N WB ROLL
STRAP OR EQUAL
SECURE STRAP
TO UNIT W/ (2) "Sxl
1/4 SHEET METAL
SCREWS
A/C CONNECTION
TO PAD DETAIL
1/4'xVx36' STL.
POLE ON 1/4'x6'
01A. BASE
(2) 1/2'x6' A.B.
a
I1
A BOLLARD DETAIL
27M}
e
KrrCHEN SINKS
AUTO VENT
PLUMBING ISOMETRIC (SEWER)
MODEL 1462 RYAN HOMES
401-011
213'-3"
PAVER EDGE LINE
I � PAVERS
m DI HB. (L C g31/2'
■ ■ ■ ■ IN ■ ■ ■ ■ ■ ■
' FIN. ELEv.
■ FIN, CONC. SLAB Dl I IN
■ I F ■
pl
31/2' CONC, REINFORCED TYP.
V Wxb'-WI.4 x I11I.4
— ON 6-MIL POLY ETHYLENE
VAPOR BARRIER ON TER IITE — n` --��n IN
• TREATED MLL-COMPACTED
CLEAN FILL I
c�'FL
v
co I ii rr 11 @ n
1 I I�I 1 4 li N 1 �i 111
— ;--w
I' PVC CHASE
rr—I L� =JJ �_�•. ii ■
FOR ELEC.
• �° �� i i\��b x6? i 6 ISLAND i
LAY.1
$4 1 i
g'-6" i i �� i 5'-11" 8'-I" 6'-S"
11 � II
i i, ` I 4i_
OPT
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I DI 3/4'
1 LL -J
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DI
LAY. 21'-4"
9A
IN PAYERS L D1 -V RECESS SLAB
FOR PAVERS c�v
■■ ■IN I IN
4 24'x24'xl2' CONC. 13 1/2'
FTG. W/ (3) 05
Dl I REBARS EA. WAY " 3'-4"
ON CHAIRS MIN. I v G
■ I 3' COVER
(2-TYP) EDGE
+ +
HB. I "AvEIR liJ
■
a LINE
I DI 4 I• ' 1 ■ I I
Dl
s ■ L— — 4�6I/1' DI DI --- —�
8�i 4°4'-0114
19'-4" 4'-8" 16'-01,
40' -Q"
FOUN TIN PLAN
SCALE: 1/4 = 1'-0' ELEVATION "A"
I
v
r
V
A R C H I T E C T S
Design
Group-inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00—01
PROJECT#:
R5025.063/00001
PAGE:
FOUNDATION
PLAN
160 MPH EXP. C
o,.Mop"
�
1
C
1
I
61
c<1
N
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m
0
N
m
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C4
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SCALE: 1/4 = I'-0' ELEVATION 'A'
— i
A R C H I T E C T S
4Design
Grou .nc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
Lim
MmmvvvM&
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8
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W
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SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 63)
MO DEL:
1452
XXX00-01
PROJECT#:
R5025.063/00001
PAGE:
DOWEL PLAN
160 MPH EXP. C
SHEET
2 OF
IUALL LEGEND
8'-5' 5LK 5Rj3.
SHEAR WALL SEGMENT
WOOD FRAME BEARING
WALL INTERIOR: 2x4 WALL
16,' O.G., UNO.
EXTERIOR: WOOD FRAME
WALL PER COMMUNITY
SPECIFICATIONS. REFER TO
TABLE N/63 FOR MINIMUM
INTERIOR NON -SEARING
REQUIREMENTS
FURRING AT MASONRY'
WOOD FRAME WALL: 2x4 0
0 24' O.C. OVER FOIL
24' O.C. MAXIMUM, UN.O
L0TTS
CONCRETE
P.D. BEIX 771255
WINTER GARDEN, FL 34777
PH, (407) 656 2112
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-I
IT'-4'
8/28-S-lIAI/lIA
PRESTK66ED
L-2
4'-8'
8/22-5-(I,UK&L
RECESSED
L-3
5'-10,
SA6-6-lI,U/(0)L
L-4
4'46'
8/24-5491,1/(01
L-5
4'-6'
8/24-5-MUKO L
L-6
(O'-6'
8/24-5-0)MIA.
L-1
4'-6'
8/24-5-(IAW01
L-8
4'-6'
8/24-6-(W/(0)L
L-9
4'-6'
8/24-6-lIAI/10A.
L-10
4'-6'
8/24-5-(UWl0A.
4cAST.lc4RETl' LINTEL SCHEDULE
LINTEL
NO.
LENGTH
TYPE
COMMENTS
L-1
11'-4'
8F28-15AT
PRESTRESSED
L-2
4'-6'
8RP22-05AT
RECESSED
L-3
5'-10,
8FI6-05AT
L-4
4'-6"
M4-05/IT
L-5
4'-6'
SF24-05AT
L-6
6'-6'
8F24-I15AT
L-1
4'-6
8F24-05/IT
L-8
4'-6'
8F24-05/IT
L-S
4'-6'
M4-05AT
L-10
4'-6'
SF24-05AT
ON
25-SH L-9
ECsRESS
0
OWNER'S SUITE
a'-8' CLG.
0. BATH
W-a' CLG.
L-8
25-SH
GREAT ROOM
8'-8' CLG.
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L-3
L-I
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LINTEL PLAN
SCALE: 1/4 = 1'-0' ELEVATION "A'
PATIO
L-6
5068 SGD
DINING
8'-8' CLG.
110 OO
II
I
KITCHEN
8'-a' CLG.
BEDROOM 3
8'-8' CLG,
BEDROOM 2
8'-8' CLG.
25-SF4 O
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A R C H IT E C T S
4Desn
Grou ifinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www. abdesi gngro u p. com
AA #: 0003325
�'I'lllll'I
SUBDIV. 8a LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
xxxoo-o1
PROJECT#:
R5025.063/00001
PAGE:
LINTEL PLAN
160 MPH EXP. C
DATE:
11 /12 /18
SCALE:
1/4"=1'—O"
SHEET
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/
39T
3T'F
5'-9" TO 5`1V (FRECABT)
4 655
om
-
11
_'I
Cl,
5
32Ep'
aT 9
1
33 9
3B2
sat
616
0 PRE S
ro O
'CEO 'I
l d
1030.
'96
3°..a
l65
-42 .91
,
2166
'e�61
Saes
999
ISO
40
b'-9'TO l'-6'(PREGA9T)
5mE
sP
390
6e
96C
ee-
IIyS
t166
9.:J
6I
"
Sass
"e0.
509
b14
96D
:09'-O'rPRECAbi)
A95
560
P,,2
1=36
rw
a6
l'3
`9
492
i14
IL
4RETE9 LINTEL SCHEDULE
1,
MATERIALS
I. 1 8" precast lintel = 4000 psi
2. no prestressed lintel = 6,000 psi
3. Grout per ASTM G416 E9 - 3000 psi w/
max
imum 3/8 inch aggregate4 B t0 Inch
Slump
4. Concrete Masonry Ur/Cl"per ASTM
CSO w/minimum net areaea comprpr essive
strength = `EOZ psi
5. Reber per A5TM Able grade 60
r per ASTM A410 race
6, restreseln Strand
P el p g
270 low relaxation
7. Mortar per ASTM G210 type M or 5
GENERAL NOTES
L 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. LI-Llrtels are manufactured with 5 1/2' long
notches at the ends to accommodate vertical
cell reinforcing and grouting.
S. Reference the CAST-CRETE Load Deflection
Graph brochure for [Intel deflection Information.
6. Bottom field added rebar to bs located a the
bottom of the lintel cavlty.
1. 1/32` diameter wire stirrups are welded to the
bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided In
composite lintel In lieu of concrete masonry units.
S. Safe load rating based on rational design
analysis per ACI ale and ACI 530
10. The exterior surface of Ilntels installed 1n
exterior concrete masonry walls shall have a
Coating of stucco applied in accordance
with 45TM C-296 or other approved coating.
II. Lintels loaded simultaneously with vertical
!gravity or upltftl and horizontal elatel
loads should be checked For the combined
loading with thefollowing equation:
Applied vertical load, Aoolled 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 hi see detail at right:
F'm-lEOOPel
SEE SAFE LATERAL LOAD
TABLES FOR LOAD RATING
FOR EACH ADDITIONAL
REINFORCED CMU FULL
COURSE
/2' CLR TYP
•+ (2) 5 REEAR
e a GR40 or GR60
SAFE LOAD TABLE NOTES
1. All values based on minimum 4 inch
nominal peering. Exception: Safe loadsfor unfilled
lintels must be reduced by 20% if bearing length Is
less than 6 I/2 inches.
2. N.R. = Not Rated _
3. Safe loads are *up e•'ImF med allowable loads.
4. Safe loads based or grade 40 or grade 60 field
rebar.
S. One 01 rebar may be substituted For two 9 rsbars
in 8' lintels only
6. The designer may evaluate concentrated loads
from the Bare load tables by calculating the
maximum resisting moment and shear at d-away from
face of Support.
TYPE DESIGNATION
�F = FILLEID III I GROUT / U = UNFILLED
i TTITY OF REEAR AT
OM Or LIN BOTEL CAVITY
aF1i:� =1E�/1T
QUANTITY OF e5
REEAR AT TOP
NOMINAL HEIGHT
NOMINAL LUIDTH
1. For composite lintel heights not shown, use safe
gad from next lower III shown.
9
not shown,
8. For Ilntels lengthsho , use safe load from
next longest length shown
9. All safe loads In units of pounds per 'hear foot
i0. All safe loads based on simply supported
span.
11. The number In the the parenthesis Indicates the
percent reduction For grade 40 Field added
rebar. Example T-W lintel type 8F32-I5 sa Fe
gravity load - 6472115) w/ 15% reduction 6412
(.85) = 5501 91F
1-5/8'ACTUALI
8' NOMINAL WNOMINAL WIDTH
-'S REEAR AT TOP
MIN. lU REQ'D
CLEAR
CM.U.
5 REEAR AT 50TTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
SAFE WORKING LATERAL LOADS (FILE)
8" x 8" LINTELS
LINTEL
SAFE LATERAL LOADS
PLF)
Total
Lergth
TYp'
8'x8'
RAIN
BNB'
901.10
1'-1'
P.Ilt
late
3964
3-b'
ReG et
IE5
2310
All
ReneDUI
DUI
%14
4'-"
Recml
ago
1266
4-8'
Recast
Ste
MISS
N".
Reuet
666
Be
B'-W'
Recast
N3
Im5
6 '-4'
Rxet
634
B64
Reuel
612
R66
VnV
Reuel
518
Rn
T-S'
Reuel
was
W
T.N
Reuet
425
094
S'-V
Reuel
351
814
e'-4'
Receal
354
145
V-4'
Reset
211
59
1'-1.
Roust
IV
453
II'-4'
Retest
I%
620
12-0'
Reuel
164
a s
11'-b'
Reuel
143
SON
13'-4'
Recast
116
401
44'
Recast
9
gel
PHS'
Rser,"Sd
NA
341
15'-4
RsIl"S"ed
NA
301
T-4
FSSUW eed
NA
213
B'-4'
Reet(seeed
NA
n6
PSPt1SBeed
NA.
59
V-4'
RmAnI d
NA.
131
12.4'
PrmVeued
NA
11e
24'-V
Reetr.... d
NA
9
NR . Not Fecanmerded
LOTT'S r6
CONCRETE
P.O. BOX 771255
WINTER GARDEN, FL 34777
PH, (407) 656 2112
NOMINAL WIDTH/HEIGHT OF LINTEL
r- PLAIN OR SOLID LINTEL
[8/ 16-P-#U / #L]
No. OF ADDITIONAL #5 BARS IN UPPER
LINTEL
A LOADS
Li)
Total Length
lyre
V DOOR
HEADER
SOLID
I..N
Reuel2011
NA�ER
4-e'
Reuel
@II
d-2'
R6cPel
1521
4'-4-Reuel
late
4'-V
Rxeal
659
111
5'-1'
Recast
650
Ills
6'-0'
PMRSA
504
964
111'
Retest
411
187
e'-@•
Rauet
6
664
S'-v
Reuel
256
535
GENEIRAL NOTES:
1. CODES
J.FLORIDA ORIDA BULDINGCODE RESIDENTIAL, 6TH EDITION (2011)SECTIONS 15402E a R6 m
1.2. BUILDING
FLORIDA BUILDING GODS RESIDENTIAL, 6TH EDITION INCI SECTIONS 190S), 4 2101.
1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED DESIGN
LOADS
(AC[ R [DUI).
1.4. AMERIGAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR [BUILDINGS AND OTHER STRUCTURES (ABCE bit).
2. CONCRETE:
2.1. COMPRESSIVE STRENGTH AT 28 DAYS:
CONCRETE PRE E
2.1. INFO C MENT-4000 P51
6 PR -CAST W/STANDARD RE R E E
212. PRE -GATT W/PRES RE 5 RE INFO G T S MENT-6000 PSI
R E
2.1 .9. GROUT PER ASTM G416 - 3000 FRBI W/ MAX. 3/8' AGGREGATE 8• TO 11' SLUMP. I
22. REINFORCING BARS:
2.2,1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM Able
(GRADE 60)
2.2.$, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40).
23. PRE -STRESSED STRANDS ASTM A416 , STRESS RELIEVED 210 K91
24 DETAIL REINFORCEMENT IN ACCORDANCENCE WITH AGI 315
TABLE No 1
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" x 8" LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LNTEL TYPE
LINTEL STEEL
UNPILLED
Glis
CAPA Tn
nRL (gnu
GRAVTT
CAPACITY
nRL nrsu
UPLIFT
CAPACITYT
1m nAeIJ
SIR EF
CAPACITY
(nL eM
eDTrm aaR
TOP BAR
GRAVITY
caPKITY
PF4EGASi
(B)n
(D n.
A145
lass
Islas
Bela
imill
PRECAST
G)n
(2)
idly
Baal
Baal
4BI5
4815
4' -V
T-B'
PRECAST
(1)n
Gm
Rea
2111
2111
33M
33%
4'-6'
3'-1.
PRECAST
(2)12
G)n
lue
VS5
2165
Rate
26U
4 B
3 4'
PRE OAST
(2 n
1
(vn
123E
Sell
Sall
2421
2421
5.4
4 0'
PRECAS i
M)n
Isms
W 1
5
10W
IC01
5 10
4.6'
PRCAST
0113
(2)5
(2)n
%0
1423
1425
I41m
1LOS
6 4
5-e'
PRECAST
(V14
(2)n
140
1232
un
1232
1b
403
6.6
5.1
PRECAST
(2"'
lm
113E
1131
Ilse
lass
6-B
5-4'
FTECABi
(2)4
"I n
G)n
bW
1104
1164
10BI
11SS
l 6'
6.2'
PRECAST
(2)4
OVn
510
Sol
991
N9
It01
l W
6.4'
PRECAST
CV-4
OV)
VI
959
99
lo4
1041
0.0
I b-0'
I PRECAST
(2)4
M1
1 51D
Sic
S0a
IRE
004
0.4
1-0'
FR9ECA5T
0)4
am
14681
&1
eel
648
OFT
9 d
B-'
t
PRE CAST
M)4
(Un
4m
126
126
499
1st
m-6
9-1'
PRECAST
(2)4
(2)n
354
SIB
be
3Bt
bra
114
OTC.
OAST
M)S
(2)IS
3B.
561
561
Sr
Seal
11 0
0.0'
RREOAST
M) 5
ev 5
2%
525
525
211
561
19 6
11'-T
RiELA6T
(2)5
(2)5
21I
498
498
251
e11
13 'I
12 -0'
PRECAST
0) 5
(2) 5
45
450
456
214
442
Id m
12 B'
PRE CAST
lD a
(]J 5
1 9
3
430
430
190
3%
14 B
13-D
PRESTRESSED
(2)4
BAR.
45
210
401
15 4
14-9'
PEBTRE99ED
l24
(21n
MOB
NR
art
Bit
319
210
401
n 4
I6-V
FREOTRESMD
10-4
Clan
NR
255
208
163
3n
Is d
IB V
PROCESSED
(OS
Me
NR
224
224
131
254
20 0
IB 0'
REb1RE06ED
l])5
f1)5
NR
201
201
in231
21 4
20'-0'
MISTRESSED
I IDS
MUD
NR
Ill
Ill
101
108
1
4-0
20'4
PRESTRESSED
1 (Vs
(2)5
NB,
I 164
1164
be
I%
14'0
22'4'
PREFERRED
I M)5
(V -3
NR
1 132
1 132
1 S4
163
NA- NOT REGO'na i
lAA
REINFORCING SCHEDULE A, LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 16" COMPOSITE LINTELS
LINTEL
Leaank
CLEAR
SPAN
UNTIL. TYPE
LINTEL STEEL
GRAVITY
CAPALBY
(On- OnU
GRAVITY
CAPACITY
(IRL (051
µFLINT
CARMODY
(InL (IAU
UPIFT
CAPACITY
(nL 0n
DOCTOR BAR
TOP BAR
Inaft
it'i'm
imo
3.6'
1'-2'
RRCA9T
(1)n
(11n
NO
WeOm
1m6mm
ImegD
4'-0'
1'-B'
FRECA9i
f2)n
A2)n
461
gees
0139
10a9a
4'-6'
3'-1.
PRECAST
(2)n
(21
3211
gal
saw
100m0
AHF
3'-1.
FREOAST
(2)n
R) R
3944
S44
604E
1mm
11".
4'-V
Pill
4823
6431
4421
1e91
V.
-o'
CIF'
PRECAST
(2)n
3913
Ads
as"
BASS,
S m'
PRECAST
OK
(2)4
(2)n
One
475
2
41
6 -6'
51'
MOAST
l214
G)n
3934
94
2610 B10
4151ag
1.11
PRECAST
(114
(2)1
3119
2653
6.1-4'
1.6'
b.,.
PRECAST
(2)n
2911
21
19n
1
Doi
Teal
1-0'
6-4'
LAST
OU4
(2)'4
M)n
El%
Else
B31
2931
8.0'
W'w
CAST
aD%
(2)n
251%
25BI
le 4
210E
lLn
23%
13%
1600
250E
914'
e'-@PRECAST
COPS
1 (2)1
labs
last
1238
ages
V-W
9'-T
PRECAST
(2)•4
1 (2)n
1621
1621
541
lelb
II.4'
W-m'
LAST
M
v5
495
13B
19
004
12-a'
10.8`
i
S
M)5
(?Ie
%
'634
B19
n-6'
Ij1""A--V
T
PRECAST
(2)5
Des
I
1151
Rai
634
13 4'
-
0'
PRECAST
(D5
(2) `5
p44
545
US
Ins
14-0'
.0'
PRECAST
G)5
(115
1101
a
mb6
Ate
OR
14-V
-4'
STRESSED
(2)14
(2)n
li
Isla
451
F.OS
1V.4'
PRE5Tfil
(2)•4
(2)n
ON
Be
411
$23
n-4'
-0PRESTRESSED
(D'4
G)n
s93
99s
325
641
n-4'
0'
PRESTRESSED
(2)5
(D5
INS
let
260
SB
10-0
F
STRESSED
(2)5
(D5
11
125
243
Ali
1a'
-0'
PR6TRE90ED
(1)5
633
213
420
'-B'
PRESTRESSED
(D5
fD3
Sal
394
94.0-
.V
PRESIRE6BED
!L5
M)5
1
4I
V1
3m
TABLE NO 3
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (FILE)
8" X 20" COMPOSITE LINTELS
LINTEL
LBGTN
CLEAR
SPAN
UNTIL TIRE
LINTEL STEEL
GRAVnY
CAPACITY
(01(MVI
GFul
CAPACITY
anL nnu
UPLIFT
CAPACITY
OREL OMSU
UPLIFT
CAPACITr
(11151. (2n)
ECTION
BAR
TOP
BAR
31-6'
2'4
AST
(21n
(2)n
1646
INI
W0�
10:t09
2'-
PRECAST
(2)n
(2) 11?
10e00
mama
Are
Are'
11-1.
PRECAST
n
(D n
414E
m00m
less
Image
4-
3-'
PRECAST
M
(3)n
31d2
mmmm
5-1.11-1.
FRECA91
0)n
(2)5
(2)12
6235
6
57M
5660
mm
5 -.10.
4-'
FSECADT
(2 5V`4
(])n
Sell
5m16
else
4661
%244
6-4'
5'-0'
FRECABT
6I52
ON
6151
3661
1144
V41
N".5'-1'
PRECAST
0?
0)IT
0) IT
B6411
624
PRECAST
M4
M)4
(1)
BE*
SBm
Bas
Selb
3441
614
1 6
6 3
PRECAST
(1)+4
631
43R
25m
4b09
CAIt
(2)+4
)
409
2218
0.0
11.8'
PRECAST
(014
G)n
3139
3130
3130
21T1
B487
UTS
5559
0 -4'
1'-1.
PRECAST
(1 n
3410
3G0
Sale
9'-6'
e'-0'
CAST
M-4
f2Pp
2134
211
15551
.
283E
10'-6'
9'4'
CAST
f1)+
()n
2111
2111
129
leas
II`-4'
Bil
PRECAST
C)5
2)5
lass
1B4
103I
Isms
R'-V
m-V
PRECAST
O)
G)3
ITS
Ills
90
028
Q'-6'
1'-2!
PRECAST
Me
(2) IS
EST
1661
we
nel
I3'-4'
v '
PRECAST
G)5
(2)5
15m1
5r
113
414
14'-V
12'4'
FRELA9T
Me
(2 3
1399
IPA
6%
1323
N-V
a-4'
PREBTRE00ED
(3Yd
(SIRE
IB9
109
581
113
I5-4'
la'-0'
PREBTRE%ED
(])•d
(11n
11124
174
5%
1058
IT-4-
I6 0'
13W
1 1330
41l
94
19 4'
W-e'
PREBiRE68ED
(1)5
1053
33
b59
10-m
5 0'
PREBTABEE
fL5
f1)5
99
SIB
311
IS
11 d'
20•0
PRE91FABSED
M)5
ON
053
1 213
540
22 a'
1 20:8
PR$MRE D
(2) IS
f1 5
151
191
51
5a1
24'-0
22'-e
PRESTRESSED
OD 5
1
659
59
5
425
TARE No 4
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 24" COMPOSITE LINTELS
LINTS.
LENGTH
CLEAR
SPAN
LINTEL TTPE
LINTEL STEEL
GRAVITY
CAPACIrr
(0nL f1l5U
GRAVITT
CAPAl
flnL (M%1
UPLIFT
CAPALIm
(In, (InJ
UPLIFT
CAPAc„T
fox. (2)5J
BOTTLM BAR
TOP gat
1-m'
I' -6'
PREL i
(2)n
Imee9
ease
DOOR
mIDBe
3'-W
VO'
PRECAST
(VS
(?
91
1m000
109ID0
1g000
ATV
2-V
PRECAST
(2)n
( _
Slag
W22
Do
4 v
3' -V
PRECAST
(2)n
(
W14
ome.
m0ID0
10000
4 B
3-4'
I PRECAST
(2)n
($
4653
t0
5629
1
10000
5 4
- 4'-0'
PRECAST
(2)IS
- (Ill It
1656
IOm00
ISRS
loess
5' 10'
L-V
FREGAST
N)3
MID
6231
m m
51%
imm
6 4
5-0.
RECAST
(2)+4
(
Sol
10000
4154
9ne
6 6
B-V
PRECAST
eO-4
f
Was
logo
AND
NIB
6 B
5-4'
PRECAST
M)4
2
619
9481
4231
SQV
16
6'-2'
PRCAT
fY4
(
6416
314E
6411
1-B
6'-4'
PRECAST
(DV
G
5WO
536
30B5
8.0
6'-0'
PRECAST
B361-6�4
2BV
Ben
s59
I' -0'
PRECAST
GP-4
GP -4
(?
BIDS
431
'101
Seel
1'-4"
B'-0'
PRECAST
(2)4
(
3R6
5126
3116
198E
Saba
Bees
m'-6'
9'-1'
PRECAST
(2)'4
f _
2931
2WI
1520
3015
I1
10'-0'
PRECAST
M)5
f
2553
2553
1 121B
%e4
11'-e'
0-8'
PRECAST
G)5
ON
2303
2305
1 ID3
2191
1V-6'
II'-2'
PRECAST
(2)5
f
2141
2141
1 in?
Beat
13'-4`
1 I2'-0'
1 PRECAST
M)IS
(
el
Ig26
BBI
kill
14'-0'
R'-61
C4V
C) It
(
MID
n18
151
16
14 8'
1
PRES SEED
(D 4
2345
2345
653
R63
15.4'
W-0'
PREVASNE D
(L 4
(9
21%
213b
5%
Ills
I
Ib-0_
PRESTRESSED
GI'4
( _
I650
SM
19 d
'6 e'
PRE6TRE69FD
(Os
130
135
20 0
IB-5'
PRESTRESSED
MIS
(_
11e
te
V 4
20'-V
PRESTRESS
We
l g
2
ftW4�3%
601
21 a
2v-B'
PRESTRESSEp
(2? IS
f
54
565
_
24-t
11'-8'
PRE9TREBBED
Me
(
_- 024
413
TABLE No. 5
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 28" COMPOSITE LINTELS
LNTEL
LEIYaiN
CLEAR
SPAN
LINTEL TIRE
LINTEL STEEL
GRAVITT
LAPACIIY
fOnL(InU
GRANTY
CAPACITY
(inL(I15U
UPLIFT
LA Kitt
P
rIRL (U5J
UPLIFT
CAPACITY
(IRL Gnu
BOITCM BAR
TOP BAR
b
PRECAST
1
(2) n
10m99
B.S.
2' 1
PRECAST
(2) n
(
0001,
=00
Wage
10000
1-0'
2 B
FRECABT
(Ln
Cv
Islb
Issas
ID0e0
me9m
4-6
31
RECAST
(2)It
(2)n
6001
Sm000
m0mm
mAm9
4 FV
3 4'
Fill
(2)n
G)n
ROSS
Si me)
CAPE
mass
4
4 e'
PRECAST
(2)5
(2)n
Sell
Diego
ease
WOOD
5' 10
-46'
PRECAST
(O
(2 n.
1301
IeOAe
mass
6 4
11-1.
N
(])n
100e9
Wmam/
5641
IBmea
6 6
6 2-CAST
PRECAST
GMS
M)4
i�
100me
See
5271
W
6 B
V.4'
PRECAST
(2)IS
(2)n
9638
1Star
3SA
I1693
1 b
b-1'
6-V
PRECAST
eOn
(On
1I00
%1
360
1326
1 8
6.1.
PRECAST
M4
M)4
M)n
1054
95B
366E
11-1.
6-B
PRECAST
4
G)n
19
33D3
666
6661
5-4
l-V
C T
(D4
U)
5ted
6B9l
6933
3e31
9.4
B 0'
PRECAST
(2/4
o)
(2)n
5066
1355
46051
145
0-6
91
CAST
(Dn
5526
32W
32a
IB0'I
Babe
Saba
II.
m 0'
T
Me
(2) IS
329m
1511
Il-0
W B
CAST
0?IS
G)5
M)5
SIX,
2116
293E
13%
116'
0-2
CAST
REPS
211E
]TSB
10
13 d
PRECAST
M)5
(223
We
BOBN16
less
14-V
I
R-B'
PRECAST
(D'5
M)3
296
CA
2811
1
4-B'
13-4
PRESTRESSED
(2)4
O
261I
2BI1
IL666
1431
IS-4
14 e'
FRE6TRESSEG
1
()4
M)n
2MS
16123
663
IS
n -4
16 t
PRESTRESSED
(2)4
(S) n
]013
613
OR
lay.
16.0'
PRESTRESSED
MI5
(11
m0l
E01
Ibml
413
as
20-
20
ID-8'
PRESTRESSED
CS 5Me
(113
W%
14%
214' '
20-m'
PRESTRESSED
(VT
f1)5
505
lase
33a
11-e
20-0'
PRE81RE88ED
(1)5
(1)
D 1
Rea
3n
24 0'
aR-B'
PRE81Fi84ED
/2)5
f2)3
eW
1014
26G
TABLE NO. 7
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 6" LINTELS
LNi51
LENGTH
CLEAR
SPAN
LNTEL TYRE
LNTEL 81EEL
PLAN
(3tAAMIC
LAPALTrc
GRANiT
CAPACITY
(ant flRll
GRAVITY
CAPACITY
flee fiU
DRUFT
LAPACIM
not(M
wIUM --
CAPACITT
('ALGA
� A
TOP BAR
6
eynIngs
3' -V
T-V
PRELA6T
(
(J n
55
1.
565
1400
24M
4,V
214'
PRECAST
Gin
(2)111
IN
14B
42
%S
563
4'-6'
3'-2'
CAST
(2)n
619
lei
1151.
Hie
Pat
4' -V
3'4'
C45T
(2)n
(B)n
Bob
WBI
ION
13%
1396
5'-4'
4'-V
CAST
De
1
sea
'Wo
90
114
1114
5' -le'
__a___
CAST
(2)5
(2)n
all
009
t09
9Ds
%6
5'-0'
PRECAST
(2)4
(2)n
494
741
1141
Ile
e6
6'-6'
W '
PRECAST
f
(1
416
1H
I5
130
Bala
6'-S'
5'-4'
PRECASt
( •
(2)n
458
69
69
685'
ISO
I-V
6'-T
LAST
( •
(21 n
501
506
ate
We
661
I.V
W-4'
PRECAST
f1)
G)n
3l6
%B
%B
499
641
0'-0'
6'-8'
PRECAST
M)+4
(21n
353
5%
5%
452
Sea
B'<
'-0'
PRECAST
0) -4
(1
334
Bel
501
411
516
S-0'
PRECAST
2)•
M)n
Zte
435
435
3W
sad
Im-6'
9'-2'
PRELAS7
'a
f1)n
145
311
311
339
413
11'-4'
m'-0'
PRECAST
(] 5
(V
2is
345
345
19
339
R 0'
�B
PRECAST
(15
(I)3
im
2%
202
113
215 _
n6'
11L'
FRECABT
O5
ISO
2
243
51
238
13 4
U-0'
PRECAST
f )5
l2
151
M
51
IS,
Iss
I4-C
R-V
LAST
f2)5
116
S.
ml
m9
15l
TABLE No 9
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (FILE)
8 X 6 RECESS DOOR HEADER
LINTEL
LENGTH
EL TYRE
LINTEL STEEL
UNFILLED
GRAVITY
CAPACITY
GRAVITY
CAPK1rr
fALr01541
GRAN TY
LAPALIrr
ant(IR
UPL IFS
CAPACITY
'RR
WFLIP
CAPACITY
(IAB
EDITOR BAR
TOP BAR
3-B'L
D n
360
9
169
2 34
Ge4
4-D'
RECAST
(2)n
(2)n
1131
1425
1425
Ite3
MISS
1)n
12V
50
9
ITS
44
CABi
*�-14VCAST
liln
11Jn
(0n
SO
963
123e
R 0
596
B%
4-I'
CAST
l21n
C) `2
Bob
1081
ON
5%
B%
5-9'
CAST
(2)3
59
846
646
1003
1011
RE T
(2)%
45B
693
693
6BB
19e
l V
RECAST
ION
3l5
568
568
499
641
0-5'
CAST
(2Yq
lD
316
48e
deg
3I5
546s-V
RECAST
(2)-4
02112
213
415
46
191
411
2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
3. MASONRY:
ELI, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05.
32. MINIMUM MASONRY UNIT STRENGTH: PM III PSI.
33. MORTAR SHALL BE TYPE S.
4. STRUCTURAL:
4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTION Rill OR FLORIDA BUILDING
CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1a,
(1) #5 CONTINUOUS
(1) #5 CONTINUOUS
Ig
313,
8"Xi6" KNOCKOUT BLOCK
Ig
313.
8"Xi6" KNOCKOUT BLOCK
- - •A
000 PSI GROUT =
•A
NOD PSI GROUT
IN FIELD)
(PLACED IN FIELD)
+. P
(PLACED
TOP BARB:
TOP BARS:
s I
SEE SCHEDULE
SEE SCHEDULE
16 B•� �
(1) #5 CONTINUOUS
I I'
(1) #5 CONTINUOUS
7/32" STIRRUPS AT 4'-0" cc
r`•
7//32" STIRRUPS AT 4'-0" cc
;
(TIED OR WELDED) Sal=1m
4
(71ED OR WELDED)
•y4i
I
BOTTOM BAR D In
BOTTOM BARS
SEE SCHEDULE (PRECAST)
_
SEE SCHEDULE
1 4
8/16-S-(1) #5Al) #5
PRECAST
(2) STRANDS 7/16'--
7 WARE STRESS RELIEVED
270ke1 PRESTRESSED
CABLE
8/16-S-(1) 1 #5
PRESTRESSED
3a"
39'
TABLE No 6
REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 32" COMPOSITE LINTELS
LNME
LENGTH
CLEAR
SPAN
LINTEL TYPE
LINTEL/TAEL
GRAVITY
CAPACITY
(mnL nnu
GRAVITY
CAPZ"'
(nL nnN
URPE
C'"'
nnL r1Ru
UPLIFT
CAPACITY
nm Gnu
8DRm1 aAR
TOp eAR
2 {E
-.61
1 FIFECAST
M
(1)
0000
ano
loge,
meet
3.6
2`2
1 FFELLAST
0)n
imo
10000
10000
10000
4 0
2.5'
1 R55GAIT
M)11
Mn
M13
woo
1Com
m0mt
1 s
3-2'
Fill
0"
(2)n
STAR
DOW
0000
1Cox
a B
3-4'
EIRECAVT
M)n
(2)n
6364
VOW
Issas
loess
11.1.4.1
PRI
M)e
! 1) n
IDIala
1Cam
5 -4
4.1.
CAST
(O5
2)n
1090e
DOW
1816
11516
1Mae
6 4'
9.1.
PRECAST
G)4
(0
m
1=0
6155
m000
6 6
5 1'
CAST
M)4
imm
I0dt0
m00t
6 B'
5
(2)N
_ (2n
eV
Sol
m00e
Bell
5611
1.6
T
6 2'
MC47
PRECA/T
(2)A
(2)n
*81
51121
Weee
RE,
8916
1-5
6.4'
PRECAST
214
(S)n
81e
10090
QV
0.0'
FRECABT
(2)4
(2)
14%
Ia m.
ll1T
TGI
0 4'
I.e.
1-0'
PRECAST
(1)4 -
(2)n
67MVe
lSte0
'Sol
9.4
0.0'
PRECAST
yn
6934246
I0-6
9-1
PRECAST
MN
M
- ls)n
A
4m%
4248
II 4
m-0
RECAST
IS
(2)5 -
(2)5
421
ale
3593
0
-W'-S
MI5
f2)3
STS
3E5
3I19
3110
12 6
R
A 1'
FeCA9
FRECABT
M) 5
- (
3412
MR
13�
2S99
13 a
n-0'
LAIC
MI5
FOS
ease
29to
2516
4 0
T-B'
LAST
f115
vie
-7-
2131
2131
2260
W-0
13'-4'
PRESTRESSED
(214
_ (
3231
3131
1484
5.4'
14-0'
S %
RE TRE ED
OP4
(1 n
29K
Ease
1355
n 4'
I6'-0'
PRESTRESSED
(1)4
(VI
219
1280Was
B-4
W.O.I
ME575l
(2)e
(2)3
BSI
1813
844
29 0
IB-B'
PRE9TRE0SED
(2)5
(1)3
168B
ISS
7"1
Ie-e'
PRESTRESSED
OUR
[1)5
WI
Id 13
348
DIV
,V-01
2e-e'
PfESiRE55ED
(?)5
Gin
5
138e
l
64
14C'
1I'-V
RgSTRESEED
M)5
(2 3
1141
114T
216
1 544
TABLE No. 8
` REINFORCING SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8" X 14" COMPOSITE LINTELS
LINTEL
LENGTH
CLEAR
SPAN
LNTEL TYPE
L641E6 ill
GRAVITY
CAPACITY
(enL NLRU
GRAVITY
CAPACITT
(InL nYaJ
UPLIFT
CAPACITY
(InL (InL
BOTTOM BAR
TOP BAR
-6
PRECAST
1
On
Loom
fX1
311
2' -T
PRECAST
G)n
5014
OVOO
Eme
4'-1.
2'-61
PRECAST
Ol
0) n
301
mD6a
1440
4'-6'
3'-2'
PRECAST
M)11
M)n
2141
Tall
5612
4'-1.
B-4'
PRECAST
(2)R
0)1
2519
6231
Sae
5'-4'
w-O'
FREOAST
(2)S
(9)n
4111
4411
3165
A-b'
PRECA5T
M)5
(Vn
3344
3%4
Saba
V.,
N.C.
PRECAST
0"
0)n
WB
33030
3
6'-6'
V-2'
PRECAST
0)4
O
4081
2881
359
giNe
5'H'
PRECAST
G14
M `2
BIDS
2133
2259
29%
6'-1.
PRECAST
G)4
(2)4
21W
2193
In
2303
W-4'
PRECAST
U)M
_
Age
210E
{64D
22M
Ia]
Ill
11
]050
T-a'
PRECAST
I AI
ISO
IBIS
1%3
I
B'-&
PRECAST
(1)4
(2)n
Bn
an
054
Tel
111'.4"
V-2'
PRECAST
iON
M)n
065
1265
6e1
1324
'-1.PRECAST
0)5
Me
let
6lB
IIV0'
9'PRE
AST
(7)5
(D3
m4l
041
684081
II'-T
PREC� T
GIs
(2
9B
am
11
Isla
n'-e'
PRELA6T
GIs
T)5
Sol
e1
466
12'-5'
PRECAST
(DS
_ (L9
_ B4Z
el]
4K
850
TABLE No. 10
REINFORCING `SCHEDULE & LOAD CAPACITIES
SAFE WORKING LOADS (PLF)
8 X l 4 RECESS DOOR HEADER
LINTEL
ENGTH
QEAR
SPAN
LINTEL TYPE
LINTEL 9T EEL
GR4 ViY
LAPKIrr
(
GR4 VTY
UPALIrr
flnL (InU
UPLIFT
CAPACITY
(IA5L (115U
BOTTOM
TOP
3-e
-
PRECAST
1
(2)
(2
4n 25J
2
0m00
d44
2.0'
PRECAST
(2) It
(2
)nCAST
3651
10
4-1'
1-m'
FREE
(9n
BaseA
Bela
9a%Sabe
4.4
3 0'
PREC 0
M)n
(0)
!P)n
3000(]
3
I
4-B
3.4'
CART
) n
@)n
1266
12m
4.4'
FRECABT
M)n
351
35I4
35
P CAST
0)3
M
(2n
2Ve
21
213E
2895
2834'
11.1.
CAST
-4
fON4
2
1Wa
IBIS
0-0'S'-4'PRECAST
11)•4
2
TO
Ills
PECASi
(1)4
.ab
1436
I°95
Se9'-B'0-1'
8/14-S-(1) #5/(1) #5
Sa'
83
A R C H I T E C T S
pDes" n
IOU Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
SUBD-Be LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.0 63 00001
PAGE:
LINTEL
LOADS &
DETAILS
160 MPH EXP. C
DATE: 11 /12 /18
SCALE: 1/4"=1'-O"
SHEET
341 OF
SQ.FT.
CALCli
IST FLR. LIVINGS
1,452
SQ. FT.
TOTAL LIVING
GARAGE
ENTRY
PATIO
1,452
3W
IS
113
.5Q. FT.
SQ. FT.
50. FT.
SQ. FT.
TOTAL
1,a52
SQ. FT.
GUE31C VOLUME
LIVING 12032
SQ. FT.
EXTERIOR MASONRY
WALL 5R3. HEIGHTS
................................
BRCS.
LOAD BRG.WALL
NON -BRCS. WALL
COMPONENT AND CLADDING WIND LOADS BA81C WIND EXPOSURE
FOR 3 SECOND GUSTS
CALL 4
ZONE
180 MPH WIND
FOOTAGE
DESIGNATION
WE"
HEX�-R
1
112
16 - 1 X 1-01
192'
84,
5
211 -44.03
OWG2
20
3068 DR
36'
80'
4
3Ob4/ -30.64
3
Il
25_Sµ
38'
63'
4
32.31/ -4262
EGRESS
4
11
Ek#S
38,
63,
4
32.31/ -42b2
5
42
5068 SGD
14'
80'
5
28.14/ -SIDS
6
11
25-614
36,
63'
4
3231/ -42.62
l
11
25-614
38'
63,
4
32.31/ -42b2
8
11
25-614
38,
63,
S
3064/ -51.16
EGRESS
9
Il
25-SH
38'
63,
5
3064/ -51.18
EGRESS
WIND DESIGN CRITERIA
A. BASIC WIND SPEED MPH (3 SECOND GUST)
VOLT=1roO / VASD=124 MPH
5. INTERNAL PRESSURE COEFFICENT=+ .IS
C. RISK CATEGORY -TYPE II
EXPOSURE CATEGORY C
NOTE:
VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON
THE vult DESIGN WIND SPEED. FBCR, ii ED. (2011) ALLOWS THESE
PRESSURES TO 5E MULTIPLIED 5Y Ob TO MEET THE ALLOWAI5LE
OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS,
1'-O" 2'-0"
DBL. TOP
PLATE Q
rill
XI-2xb WOOD FRAMED
• I6' or_.
CABINET SECTION
L-'Y
14'-10" 25'-2"
14'-2" 8'-10° 1'-8' 5'-9"
-0'
BM
PATIO
25-SH 8 l 6
BM EGRESS O 25-6I4 O 25-SH O 5068 SGD
r I
m N CIR/T
GREAT ROOM
O 14'-O'x15'-4' I DINING
■ � e'-a' �. i 10'-0'x9'-0' ■
0 OWNER'S SUITE I
1
�� --. I ■
SHOWER HEAD
ri O O
c I 11 O
■ R/T 1 m
e• > ti i m
v 2 _g 'U -�' 532� 4'-4" 3' 6" 4'=3" 5' 10" I 3' 2 2 _8 (D i 3'-2
s ro 0 PAD OUT WALL KITCHEN
0. BATH
3 -m ° x ® 12' AFF, p ? a'-e' cL�. a
8'-a' CiLG. .0 '� Cn C R N
LLZ
w REF. ------
S
IC ti�I i 3 SH
i A/C 2x8
q N N N I _L__J
W.I.C. s I� N::F, i
0 EFw CL�. I `r ;u';' 1 ; I HMJER HEAD ■
KDJ i�i- J i I TU5
v ■ m — — —IR ISH_
WM 2-8 BEDROOM 3
COND. O LLARD F 36 x24' 1 ,� F 10'-0"XII'-0' `t
•
ATTIC 1. ,I . m a -a cLG.
L ACCESS U ro
■ @ 4 N W
3'-6"
c O
FOYER R/T 3-0 BF.
■ �10 c0 I� L---J 2-6::
---_---
2-CAR GARAGE r IR ISH
■ ■ _ — ■
N a -a cLC O M.T. ■
2 I
LECTRICAL TRY
PANEL _ s' ' �� —
■ PAD OUT ■ '-10' 13'-2"
HB I �'
TRUCK BLOCK I m BEDROOM 2
a GARAGE WALL
d ' 1 e v 12'-O'xl0'-0'
� 1
O I6'-0' X 1'-0" OHGD 1
lose] ■■■ ■ --■ ■ ■ ■
— — — — — — — — — — — — —
25 SH
EGRESS O
2 _4° 2'- 4 8 _0 8 _0
4'-8"
40' -0'
FLOOR PLAN
SCALE: 114 = 1'-0' ELEVATION "A'
-a
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�IIIIIIIIIII'
Lomov�omom�
SVHDIV. & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00-Ol
PROJECT:
R5025.063/00001
PAGE:
FLOOR PLAN
160 MPH EXP. C
DATE:
11 /12 /18
SCALE:
1/4"=1'- O"
SHEET
4
OF 8
A R C H I T E C T S
5HINGLE5
(TYP)
SCORED LINE
(TYP)
8'-S" 5RG. HGT., _
1'-011
TEXTURED CEMENTIOUS
COATING PER (ASTM
C92(b)(TYP)
u7
0'-0" FIN. FLR.h _v
12
8'-a" 5RG. HGT. 8'-&" SRG. HGT
I1_01 _0
6'-811 HDR. HGT. 6'-511 HDR. HGT.oL _
—b' W. SCORED LINE
(TYP)
—TEXTURED CEMENTIOUS
COATING PER (ASTM
C92(o)(TYP)
,j,OI-O" FIN. FLR. 0'-O" FIN, FLR,t
FRONT ELEVATION
SCALE: 1/4 = I'-0" ELEVATION 'A'
OFF -RIDGE VENT
ATTIC VENT CALLS
EA OF ATTIC
1864 SQ.FT.
NET FREE VENTILATION AREA REQUIRED (1/300)
6.21 SQ.FT.
REQUIRED VENTILATION AREA (6.21 x 144)
894.7 KIN,
MIN. REQUIRED VENTILATION IN UPPER
PORTION OF ATTIC (0.5 x 894.7)
447.4 3Q.IN.
OFF RIDGE VENTILATION AREA
115 SQ.IN./VENT
SOFFIT VENT VENTILATION PER LF
11.74 SQ.IN./IF
TOTAL # OF VENTS REQUIRED
3.89
TOTAL # OF VENTS PROVIDED
4
REQUIRED SQIN VENTILATION IN TOP OF ROOF
447
SQ-1N.
REQUIRED LF OF SOFFIT VENTILATION
39
IF
PROVIDED IF OF SOFFIT VENTILATION
187
IF
12
5
11 J TEXTURED CEMENTIOUS u
COATING PER (ASTM
C92(o) (TYP)
------------------------- - 0I-0" FIN. FLR.
REAR YE'LEVATION
SCALE: 1/4 = I'-0' ELEVATION 'A'
12 1 :1 12
5� OFF-RIDGr= VENT �5
8'-8" 5RG. HGT. - — - --_ 40 V-S" SRG. HGT.
- TII
61-5" HDR. HGT.h----------— - — - — - — - — - — - — - — - — - — - — - — - — —1----- 8" HDR HGT.
21
TEXTURED CEMENTIOUS
/—COATINCs PER IASTM
C92(o) (TYP)
0'-0' FIN. FLR.h N- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — — - — - — - — - -oO'-O" FIN. FOR,
RIGHT il-:']LEATE N
SCALE: 1/4 = 1'-0" ELEVATION 'A'
8'-8' 5RG. HGT.h
II_0II
6'-8' HDR. HGT.h _---_—_ -
0'-0" FIN. FL
OFF -RIDGE VENT
OFF -RIDGE VENT
V-a" 5RG, HGT.
Y
-01I
- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - 6'-8" HDR. HGT.
- 011 V
TEXTURED CEMENTIOUS
COATING PER (ASTM
Mo) (TYP)
N
. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ln
00'-0" FIN. FLR,
LEFT E LE TION
SCALE: 1/4 = I'-0" ELEVATION "A'
i
4Design
Grouplinc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
I��I"III"II
�0�0oo0�om�
E
8
IE
C
SUBDIV. 7LOT
OAKLAND(LOT 6
MODEL:
1452
xxxoo—ol
PROJECT#:
R5025.063/00001
PAGE:
ELEVATIONS
160 MPH EXP. C
ARCHrrECT-
STATE OF FLORIDA
DATE: 11/12/18
SCALE: 1/4"=1'-O"
SHEET
5 OF
'C ful N N l3 T E C T {a ll(1„ g^( `I 7 E Ilr@7 ' TI( TIf -1 CONTROL DATE: ml-ml-'.5
II {J 6 �d II 2� yII 1p{ pll"� IllpJ 11 {J
SIMPSON
USP
DES.
UPLIFT
GRAVITY
DES.
UPLIFT
GRAVITY
FASTENER
META-16
145E
HTA 16-15
140e
(l) 106 x 1 1/1" I -PLY, (6) I6d 2-PLY, (USE: (10) led X I IR' - NO I6d OPTION)
-
(2) META-16
IS55
(2) H1A 16-18
280E
(10) led x I IR' I -PLY, (USP: (10) led x I U2')
MOO
(14) Ibd 2-PLY (USP: NO Ibd OPTION)
HETA-16
181E
HTA 16.
1615
(a) 106 x I la' I -PLY, (8) Ibd 2-PLY U5P: (10) led x I IR', NO I6d OPTION
HETA-20
181E
HTA 20
1615
15) 106 x I la' -PLY, (8) 166 2-PLY USP: (10) 106 x I In', NO 16d OPTION
�,-
(2) HETA-20
203E
(2) HTA-20
3110
(10) led x 112" I -PLY USP: (10) led x I IR'
250E
(12) Ibd 2-PLY (USE; NO Ibd OPTION)
z
Q
LGT-2
2150
LUGT-2
1915.
(1) - 1/4' x 2 I/4' TITEN, 2 PLY (U5P: ELK (5) 1/4' WB, W ep (16)led
(n
DETAL-20
2450
NO USP CONVERSION FOR 6IMP50N DE7AL-20
05) - 10d x I IR, I PLY
Q
MGT
3965
FNGT
4ow
lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP: f28110d TO WOODJ
HGT-2
losao
HUGT-2
9365
(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) led TO WOO (USP: WOOD (8) Ied)
HGT-3 +
IOS30
HUGT-3
9365
(2) 3/4' A.T.R IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD (USP: WOOD (5) i0d)
1-6T3-5D52.5
3285
LUGT-3
533e.
(12) 5D5 1/4'x2 In' TO GIRDER (4) 3/8' z 5' TEEN HD TO WALL (USP: CONC. (4) 3/5' X 5' WEDGE BOLT, WOOD (12) I1F325)
LTA2
210 PARALLEL TO WALL
1425 PERPENDICULAR t0
WALL
LPTA
1555
(10) Ied x I-V. (Ul (10) led x I IR'
VGT
4940
NO USE CONVERSION FOR SIMPSON VG-T
(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), 06)-SIDS 1/4'X3' TO WOOD
(2) VGT
1185
NO USE CONVERSION FOR 51MP60N (2) VGT)
(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS I/4'X3' / 2 PLY
Y-5-12
100E
TFIF 12
1595
04) led x I In' (USP: (14) led x I In% (14) led)
HT5-16
1150
HTW 16
166E
716 IIed z I in. (USP: (16) led x 1 In" (16) led)
HT5-20
1450
HTW 20
2045
(24)led xl In' (USP:(24)led x I In',(20)106)
HT5-24
1450
HTW 24
WAS
(24) 1Od a I IQ' (USP: (24) led! x I IQ', (20) led)
LSTA-12 .
S25
L5TA 12
9i0
(10) led USP: (10) led
LSTA-IS «
1235
LSTA 18
1360
(14) led USE; (14) led
MSTA-15 +.
1315
M6TA-18
ISIS
(I4) led U5P, (14) led
V)
M5TA-24 +
ll
MSTA-24
1150
(I8l led U5P: (15) led
a-
MSTA-30 ++
2050
MSTA-30
2140
(221106 USE: (22) led
Q
MSTA-36 +
205E
MSTA-36
2525
(26)led U5P: (26)106
t
�
M5TI-36
380E
KSTI 236
309E
(36) 10d x I I!2' USP: (36) 10d x I I/2'
(n
MSTI-45
So"
KT51 248
4250
(46) led x I IR' U5P: (48) i0 x I VY
Hb
95m
LFTA 6
1595
(6) 8d TO PLATES, (8) 8d TO STUDS (U5P: (16) Bd x 1 In% (16) Ed)
5P4
ll
5PT 4
S45
(a) led x I IR' TO 5TUDS UEP: (6) led x 1 1/2' TO STUDS
A34
395
MP 34
410
(4) bd x I Il TO BEAM, (4) 8d x I Ia' TO POST, USP: (4) 5d x I la' TO BEAM, (4) 86 x I In' TO POST.
HCF2
645
HHCP 2
1010
62) led x I Ill' U5P: (10) 10d x I In TO TRUSS, (I0) led X I In' TO PLATE
FICA
134E
FIT WA
2150
Fla) 10d x 11/2' USP: (9) led x 1 In' TO TR456; (6) I0d X 1 In' TO PLATE
VGT a HDU4
4565
RHO 4A
4535
(16)-SDS I/4'x3' TO WOOD, (10)-SIDS 1/4'x2 IQ' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
U5P: 5/e' ATR MIN, 1- EMBED SET N HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
VGT a HDTB
4940
TDX 10
5110
(16)-5D6 I/4'x3' TO WOOD, f3)-3/4' 6TUO BOLTS W/ THREADED ROD, (2) NUTSMASHERRPLY
USP: 1/5' ATR MIN. I- EMBED SET IN HIGH STRENGTH EPDXY (4) 1/5" THRU-1501-75
45U 44
2200
6665
PAU 44
2535
6116
(1) 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN CONC.. (12) I6d TO WOOD USP: SAME AS SIMPSON
ABU 66
23W
1200e
PAU 66
2535
11
(1) 5/8' AT.R IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (12)I6d TO WOOD USP: 54ME AS 51MPSON
(�
LTTEI ++
1340
LT5 :9
1205
(I) 3/4- ASR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONC, (BNOd TO WOOD USP: SAME AS SIMPSON
O
LTT205 •++
1500
LTS 20B
1105
(1) n' A.TR M HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC„ (10110d TO WOOD
USP: 3/4- AM MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) 106 x I IR', 2-IR'
=
C)
HTT4
4455
H7745
44"
(1) 5/8' AT.R. IN HIGH STRENGTH EPDXY (MRL I- EMBED,) IN CONC„ (18) 8D'40 X I In' (USE. (20) Ibd X 2-1a')
USE HA5 MORE NAIL OPTIONS: (20) I6d, (20) I0d x I-I/2', (20) I6d x 2 In'
=
Q
HTT5
509E
HTT45
5430
(V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED) IN CONC. (26) I6d X 2 IR' (USP: (20) 16d X 2-1/2')
USE HAS MORE NAIL OPTIONS 128) led, (25) 01 x Jla', (20) I6d x 2 Il
HHDQII-5D5 25,
Haig
UPHD 11
120SO
(U A.T.R IN HIGH STRENGTH EPDXY MRL KY B1BED) IN QONC„ (24) SD5 Ya z 21f LL1'aJp BCRELLH (46P: (24l W93 WOOD SCREWS).
HDTB
6645
TDX 10
5110
(1) 7/8 AM IN HIGH STRENGTH EPDXY, MN I' EMBED.) IN. CONC„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/8' BOLTS)
V)
LLI�
C�
0
Z
Q
MBHA 336//1215
3415
5330
NFM35X12U
3165
1130
SIMPBON: (U 3/4' A.TR IN HIGH STRENGTH EPDXY, MIN. 6.15, EMBEDMENT/ IN CM.U. TOP, (1) 3/4'
ATR IN HIGH STRENGTH EPDXY, (MIN 6.IS' EMBEDMENT) IN CMU, FACE, 08➢0d TO BEAM
USP: N Ia' J-BOLT W/ MINIMUM 6: EMBED. a NOT LE68 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA lTW
R4M5ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
AT JOIM
HUSC412 (-00D) 11
3635
266E (FLR)
F4US4121F
3060
2530 YFLR)
HEADER (10) Ibd TO WOOD USP: SAME AS SIMPSON
3265 (ROOF)
5225 (ROOF)
HUC410 <CMW
IBIO
5086
HD410 IF
1905
31I5
-3/4" TITEN (9 F'ER FLANGE) TO CMU, (Ie) 10d TO WOOD= (USP: (18) I/4' x 3' W53 6CREU6, (10) 106 TO WCOp.
HUC210-2 ICMUI
1610
5085
HD210-21F
1906
31I5
-3/4" TITEN (9 PER FLA4YuF) TO CMU, (10) led TO WOOD: (U5P: (0) 1/4' x 3' Al SCREWS, (10) led TO WOOD
LL
HUC210-3 (CYO)
1510
400E
HD11g-31F
1905
3115
-3/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (16) I/4' x 3- W53 SCREWS, (10) led TO WOOD
LGUM26-2-SDS
143E
5595
NO USE CONVERSION
FOR 51MP50N
LGUM26-2-SD'
TI TEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 IR' BD5 SCREWS TO WOOD
HIGH STRENGTH EPDXY = 5IMP5ON 'SET EPDXY -TIE'. CONTACT THE AR H'TECT,'ENGINEER OF RECORD FOR WRITTEN APPROVAL =RIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USE - CIA ADLE51 VE
ANCHORING SYSTEMS.
+ WHERE ANCHOR EMBEDMENT 15 GREATER TITAN T" DEEP, THE VERTICAL CELL IN CMU WAG MUST EE FILLED SOLID m/ GRO--.
IOd COMMON NAIL5 CAN BE 9JBBF%?UTED WITH 106 x 1 1/2' NAILS !N CONJUNCTION WITH A 231. REDJ ION IN THE ALLOWABLE _CAD, WRITTEN APPROVAL FROM THE ARC-TTECT IS REQUIRED FOR THIS APPLICATION
PRIOR TO INSTALLATION.
N
++ MINIMUM FFE3ED:MEN- INTO THE TOP G A BONDBEAM LILL BE 5', MINIMUM EMBEDMENT IN-o THE FOUNDATION WILL BE I-
LI
'r
A.T.R, = A-30 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
OBECAUSE
OF HE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAT AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SJRE AT -EE ROPER CORROSION PROTECTION
18 USED,
WHEN LSING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U51N3 ZMAX / HDd GALVANIZED CONNECTORS US TENER5 G4LVAN. = rtR A5"`--4053
USE OF EXPANSION ANCHORS WILL BE EVALJATEO ON AN INDIVIDUAL 5451S AND MUST HAVE WRITTEN AFP VAL FROM THE AROHITEC N.=':NEER OF RECORD PRIOR TO J5E.
ALL CONNECTOR VALJES 5A5ED ON SIME5ON "WOOD CON5-RJCTION CONNECTORS C-2013' , 'HIGH WIN®'RESISTANT CONSTRUCTION C HWe AND ANCHORING e A5TFN'NG SYSTEMS FOR CONCRETE A MASONRY CATALOG
C-545-2012.
EXTERIOR MASONRY
WALL 5%. HEIGHTS
s -8
LoaDBill WALL
®
NON -BD
MINIMUM LUALL AND HEADER
STUD REQUIREMENTS
MAXIMUM HEADER SPAN (rt.)
UP TO
5'-0' TO
S'-0'
UN.0,
4'-II 1/2'
-1'-11 In'
AND UP
NUMBER OF HEADER STUDS
SUPPORTING END OF HEADER
1
2
3
NUMBER OF FULL LENGTH STUDS
2
AT EACH END OF HEADER
I
3
FRAMING NOTES:
1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE
OR EQUAL, U.N.O.
2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
• FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL.
• TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12
3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED
AND SUPPLIED BY TRUSS MANUFACTURER.
4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS
FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE
STD, U.N.O.ON FRAMING PLAN,
6. CONT, STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST
NOT BREAK 1'-4" MIN. FROM 2ND. FUR. LINE
m r r r r r r r— r r r r r r r r
Jl
M
IN
a it IN N it 11
—
--� i—
• II �IIl If �f
J3 it u u u n u u u u u n u it n It 11
J5 a I' a IuI IuI InI IuI InI InI IuI IuI Ii u n u
(2) MEtA-16
+77
I
6'-0" 6'-(D" 4'-0" III 61 CII 61_CII
I I I I I I
III
TIC
---- -�Ac
S > >51
IX4 BTM. CHORD)RACING _ _ _ 7
12 OL, MAX SECURED U)/ f.
(2)10d COMMON NAILS
�2 EACH CHORD INTERSECTION = _ _ _ _ = II n = _ _ _—
(TTI�-----
L
1
a
Ln
546; = �\Q -_ 7 7 7 do #11 J4 J4
J4 = u n n n u u = u n u n
J2 ■ it II n u u u u n J2 J2 i --AI II II
H1 A-11-1--
sv 11
-
G��
ROOF FRAMING PLAN_
0ELEVATION
J^1
0
JI
J3
J5
ABCs
Q
�u
A4 O
OB
1
A3 00
LL
A2 -1 z
Z U
Al61
4
A2
A3
Al
CI
CI
C2
C3Cs
J4
J2
(2) META-16
A R C H IT E C T S
rn i m.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�IIIIIIIIN
�eomom0000�
E
m
A
STJBDIV. & LOT:
OAKLAND LAKE
(LOT 63)
As[ODEIz
1452
XXX00-01
PROJECT:
R5025.063/00001
PAGE:
ROOF
FRAMING
PLAN
160 MPH EXP. C
DATE: 11 /12 /18
SCALE: 1 /4"=1' — O"
SHEET
OF
ELECTRICAL LEGEND
SYMBOL
DEFINITION
NOTES
I I
110v DUPLEX
®
RECEPTACLE
IFLOOR
®
MOUNTED DUPLEX
RECEPTACLE
110V SWITCHED
DUPLEX RECEPTACLE
BOTTOM HALF SWITCHED
IIOV GFI DUPLEX
EQUIPPED w/ GROUNP FAULT
(TAMPER RESISTANT
CsF1
RECEPTACLE
TYPE)
TYPE)
®
220V RECEPTACLE
4 WIRE CONNECTION
IIGV DUPLEX
EQUIPPED W/ GPZIM FAULT
NO��PP
N
RECEPTACLE
LATER JPTER (MATHER PROOF)
SWITCH
3-WAY SWITCH
4
4-WAY SWITCH
LIGHT FIXTURE -
WALL MOUNT
LIGHT FIXTURE -
CEILING MOUNT
y
LIGHT FIXTURE-
�R
RECE55ED
LIGHT FIXTURE -
HANGING
LIGHT FIXTURE -
CEILING MOUNT LED
y(�()
LIGHT FIXTURE -
PULL CHAIN
LIGHT FIXTURE-
K
KEYLESS
LIGHT FIXTURE-
V.P.
VAPOR PROOF
�(
LIGHT FIXTURE -
PENDANT
®
EXHAUST FAN
MOTOR
O 6a
LIGHT STRIP
LIGHT FIXTURE -
FLUORESCENT
LIGHT FIXTURE -
UG
UNDER CABINET
_
LOW VOLTAGE
PANEL
PANEL
METER
SD
SMOKE
BATT. BACK-UP W1 WARDWIRE
DETECTOR
INTERCONNECTED
CARBON MONOXIDE
BATT. BACK -up w( wARDwIRE
CO
DETECTOR
INTERACTED
CEILING BOX REQUIRED TO BE
O
J-BOX
SUPPORTED M ACCOR'DANCE w/
BOX MAFJW AS SUGH FOR
NSPECTION
FLOOD LIGHT
DG
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
30p0
(1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN
12000
(1) WATER HEATER
9000
(1) DISHWASHER
4000
(1) CLOTHES DRYER
10000
(1) DISPOSAL (1/3 HP)
246
SUBTOTAL OF GENERAL LOAD
45,602
FIRST 10 KVA OF GENERAL LOAD AT 100%
10000
REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4)
14,241
TOTAL NET GENERAL LOAD
24,241
5-TON HEAT PUMP#1 30 AMP X (240 VA) =
7200
5-KW ELECTRIC HEAT 5000 VA x (65%)
3250
NET GENERAL LOAD
24,241
NET TOTAL HEAT
10,450
TOTAL LOAD
34,691
CALCULATED LOAD FOR SERVICE
34,691 VA / 240 V= 144.55
200 AMP SERVICE
TRANSFORMER BANK+SOkVA
VOLTAGE: 1620/13200-240/480v
SERVICE, SINGLE PHASE
TYPE: UNDERGROI!✓VD
AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT
AT SECONDARY SIDES (120/240 VOLTS)
MAXIMUM FAULT CURRENT: IWW amps
POWER COMPANY
TRANSFORMER
SERVICE BY OTHERS
(3) s 1 THHN/THWN COPPER CONDUCTORS,
(1) s 6 THHN/THWN COPPER GROUND IN 2" CONDUIT.
NEMA 3R 200 AMP
COMA 120/240
DISCONNECT VOLT 42
M CIRCUITS
AND METER
CAN MLO
200 _
AMP. PHONE / DATA
WEATWIR
PROOF BOX
200 AMP ELECTRICAL R15ER
NOTE:
ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/
APPLICABLE PROVISIONS OF TFIE NATIONAL ELEC. CODE, LOCAL
CODES, AND THE LOCAL POWER CO.
PROVIDE tit THHN/THUN COPPER CONNECTED
TO CONCRETE ENCASED FOOTER STEEL AND
COLD WATER PIPE.
NOTE: IF PVC IS USED THERE IS NO
BOND/GIlkXM TO COLD WATER PIPE.
CABLE / TV
WEATHER
PROOF BOX
OWNER'S SUITE
INKLER
)NTROL 2-CAR GARAGE
1
1
3FI CLG. i i I
7UTLET
1
I
COACH
LIGHT
WP PATIO
i�
' DINING
GREAT ROOM
� I
I `
�.� GFI
JACK
1 no
cD
DED. 20 AMP
1 ■ OUTLET FOR
M. WAVE
KITCHEN,I ,
OPT. ■'
ELECTRICAL JPL1`tl
SCALE. 1/4 = 1'-0' ELEVATION 'A°
BEDROOM 3
A R C H IT E C T S
Design
Group`Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-7744078
www.abdesigngroup.com
AA #: 0003325
�IIII"IIII
Lo�oo���omJ
E
V
E
O
'i
M
SXYBDIV. 8a LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00-Ol
PROJECT#:
R5025.063/00001
PAGE:
ELECTRICAL
PLAN
160 MPH EXP. C
DATE:
11/12/18
SCALE:
1/4"=1'-O"
SHEET
7
OF
Building Permit #
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
Design
Pressures
Product
Rated
Design
Pressure
Manufacturer
Model #
Product
Approval
Number
Glass Type
Method of Attachment
Windows
+32.37/-42.62
+50/-60 DP
Ply Gem
Series 4712 Flange
FL 14039.1
non -impact
# 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (31, Jamb (3)
Mullions
N/A
+/-75 DP
Ply Gem
Series 4700 Flange
FL 15264.2
N/A
Use %" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 %" minimum edge distance
Fixed Glass
+29.65/-38.87
+/-55 DP
Ply Gem
Series 4701 Flange
FL 14434.1
non -impact
# io Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3)
Sliding Glass Doors
+28.74/-42.62
+/-SO DP
Ply Gem
Series 4780
FL 14634.2
non -impact
3/16" Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/Sill (6), Jamb (5)
Swing Type Doors
+30.64/-30.64
+67.0/-67.0
Therma Tru
3'0"x8.0"
FL 5891.5
N/A
ITW Tapcon No, Min Embedment 1-1/4", Min Clearance to edge 20, Min Clearance to adjacent anchor 4"; OR ELCO
Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge Y, Min Clearance to adjacent anchor 40. Anchor
Spacing Max 18.5" O.c
Garage Doors
+25.91/-31.39
+36/-42
Clopay
160 model 73W6
FL 16546.4
N/A
Jamb to block on vertical jam 14" X I 1 4' min embedded Tapcon. Max spacing of 7 2" and P' 00 stee washer
required.
Hurricane Protection
N/A
+40/•40
Eastern Metal
24ga Steel Panels
FL 11964.2
N/A
114" Tapcon Anchors, SG Tapcon or 1/4" X 3/4". All points Solid -set Anchors.
Roofing Material
N/A
N/A
Tamko
N/A
FL 18355.1
N/A
Soffits (Panel Walls)
N/A
N/A
Ply Gem
Mastic Soffits
FL 23352.1
N/A
Structural Component
N/A
N/A
Huber Eng.
ZIP System
FL 17147.1
N/A
t 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
A R C H I T E C T S
Desi n
®uI
pnc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III'llll'I
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SvsDIV. & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
xxx00-01
PROJECT#:
R5025.063/00001
PAGE:
PRODUCT
APPROVAL
160 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
DATE: 11 /12 /18
SCALE: 1/4"=1'—O"
SHEET
9 OF
(U 5 MBAR VERTICALLY
Wl . POURED CELL
CV 5 MBAR VERTICALLY W/ CONC.
5CMMCLAP)
POURED CELL (25' MIN LAP)
R-4.1 INSI.L. MIN,
TEXR(AST C COATING
i 8• CMU
L 3 wQ _
S26) (OUS
Z w PER (ABT1M G926) (TYPJ
— � z qq _
_
1/2' GYP. WL. BD.
CURB HEIGHT VARIES
WOOD BABEIV
_
N
W
Z
3 I/1' CONC, RERF. W/ b'xb'3 In.
'3 II2' CONC, REIPF. W/ b'x6'
A IIAI.F OR FIBERMEBH CN
WLF OR FIESEFI'MEBFIBARRIER
6-MIL POLY ETHYLENE VAPOR
57C
_WIAxWl.4
GN b-MIL POLY EtHYLENE
CN WELL -COMPACTED
VAPOR BARRIER ON
LEAN TERMITE TREATED FILL
Z WELL -COMPACTED CLEAN
ECE88REBAR
TERMITE TREATED FILL
44' (2) 5 REBAR ON CHAIRS
ON CHAIRS
1-STORY FOOTING
1-STORY FOOTING
1 W BLOCK WALL
sC LE: 1/2 • -0
AT GARAGE
SPA
WALL BEYOND
WALL BEYOND
3/4' RECESS FOR
PAVERS GARAGE DOOR
3 VY CONC, REIIF.IW 6'xi'
-
z WL4�dUlA LLUF OR FIBEFCFm ON
-
N L 6-MIL FOLY ETH1'LEhE VAPOR
w BAROR 0W31-CQ'IPAOEDR
CLEAN TERMITE TREATED RLL
31/2' CONC, RE[W. W/ b'Xb'
1/2'CONC. REINF. W/ 6'x6'
WIAALgA UIII.F OR F15EF MESW ON
AXWI.4 WWF OR FIBERMESH ON
a
PAVER 6-MIL POLY ETHYLENE VAPOR
jo;;;
-MIL POLY ETHYLENE VAPOR
v
BASE BARRIER ON WELL -COMPACTED
ARRIER ON WELL -COMPACTED
9 REBAR ON
FOOTINGLEAN tERMItE TREATED FILLLEAN
TERMITE TREATED FILL
4' 4' CHAIRS
BEYON
L> EGE88 FOR PAVERS
(0 5 REBAR ON CHAIRS
EXTENDFOOTING
m REBAR ON CHAIRS
GARAGE STEP-UP
7 NON -BEARING
GARAGE DOOR FOOTING
PAVER RECESS
scat : n'.r-m
8 acALE la'•r-o•
9 ® ENTRY DOOR
IRE . '-0•
SEE MANIF. PRODUCT DETAILS
FOR REQUIRED SIZE AND DEPTI
Z
OF RECESS FOR SOD. TRACK
E
m
y� vARIES
� (0 5 REBAR 8ET IN 81MP80N HIGH
FINISH FLOOR
z `" STRENGTH EPDXY 6• EMBED. MIN.
(2) 5 MBAR • I -STORY
N j
(3) 5 MBAR • 2-STORY
w
C
q c OUTSIDE REBAR TO BE
> Qa
-
"aa
CONTINUOUS
q a
3 t/!' GGNC, REFINE. W/ b'x6'
a IUTAxWIA uWF OR FIBER VIESH ON
- 44 -
.
a. b-MIL POLY ETHYLENE VAPOR
BARRIER ON WELL -COMPACTED
°.
CLEAN TERMITE TREATED FILL
2'-I' MIN. LAP jj
TYP. RETROFIT FOR
SLAB AT S. G. D.
11 SCALE:1'.1'-0'
OMITTED DOWELS
A , LE: Id'•'-0
REBAR LAP AT FOOTING
� SCALE.IRE•. '-0'
TIE VERTICAL MBAR
TO HORIZATIONAL
REBAR W/ 10' HOOK
GROUTED BOND BEAM
VARIES PER ELEV.
Ir
U
z
L
_
177
C
CLEANOUT REQUIRED
0-
FOR INSPECTION
L
iV
0'-0' FIN. FLR
a TIE VERTICAL REBAR
° °
(1)5 VERT. DOLLEL
LAPPED III/ BOND BEAM
_
°
(1) 5 REBAR AT CORNERS
�;- REBTO AR W/ 10 HOOK
W/ 28' LAP MIN.
& - -
ms
TYP. REBAR LAP
HORIZONTAL/ VERTICAL
AT LINTEL CORNERS
F REINFORCING
c C E. 1/2'•1'-0'SCALE:Soo
I!2'• -0
A R C H I T E C T S
®esin
p
1 ®up`Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
1
�n�nmi
��smmeoovo�
SVBDIV. & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
xxxoo—ol
PROJECT#:
R5025.063/00001
PAGE:
FOUNDATION
DETAILS
160 MPH EXP. C
ARCHITECT -
STATE OF FLORIDA
DATE:11/12/18
SCALE: 1/4"=1'-O" 1
SHEET
DI
NOTE: NOTE:
SHIM AS NEEDED LT 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. Ix4 or i'x4' MIN. F1 Ix4 or Ix2 P.T. NAILER P.T. Ix4 or'x4' MIN.
FASTENERNDOLUI 5LOCLE KNG
POORCASINCs FASTENERISCEDULORJAE FOR A BLOCKING
Ix4 or Ix2 P.T. NAILER 4 BLOCKING FASTENER
DOOR CASING SCHEDULE
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW
(ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING
EACH END and 9 18' O.C. MAX P.T. Ix4 or'x4' MIN:
PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/
(1) �&' TAPCON (MIN. EMBEDMENT I J')
WINDOW TO BLOCK (+ 4" or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and a IV O.C. MAX
or
DOOR JAMB TO BLOCK (+4" or + 4") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH ENE) and
6 IS' O.C. MAX
4A SCALE: I'=r-0' 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) �r,' TAPCON
❑ DO NOT EXCEED' ❑ DO NOT EXCEED(MIN. EMBEDMENT I J') 8' FROM EACH
8' CMU BLOCK END and m 18' D.C. MAX
8" CMU BLOCK, DRYWALL DRYWALL or
P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and
(SEE LUNDOW/DOOR JAMB BLOCKIrs Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 6 18, O.C. MAX
FASTENER SCHEDULE FOR ATTACHMENT) DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING ' 055 (4" WIDE MIN.) MIN. SHANK SIZE .145
FASTENER SCHEDULE FOR ATTACHMENT) MIN. HEAD SIZE 300
DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING
(ATTACHED TO BLOCKING MEMBER w/ l2J 12d NAILS 8' FROM OOR JAMB /WINDOW MIN. EMBEDMENT 1'
SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and m 18' O.C. MAX (ATTACHED TO BLOCKING
OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6:
INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 Y2 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN, EMBEDMENT I J') 8'TO BLOCK w/ JFROM EACH
TAPCONS
6TH EDITION (2011J �
DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER Ox or �(,' 055) END and 9 18' D.C. MAX
OVER ROOF SHEATHING (TYPE AND ATTACHMENT C4Bw/ i' TAPCON MIN, I J' EMBEDMENT INTO BLOCK or
METHOD PER 'NAILING SCHEDULE')— � scALE° r`r-m' (2) DRIVE PINS, 8' FROM EACH END and
RE -ENGINEERED ROOF TRUSS 6 16, D.C. MAX
EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145
MIN. HEAD 51ZE.300
(PER PLAN (R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I j"
L�jSHIM AS NEEDED 4F ScaLE: r=r-m'
TO PLUMB JAMB.
METAL DRIP EDGE— Y 'GYPSUM BOARD OR I" HIGH DO NOT EXCEED" P.T. 2x8:
2x6 SUB -BAN STRENGTH CEILING BOARD
8 CMU BLOCK 11 SECURE TO BLOCK w/ (2) aTAPCpNS
VENTED ' ONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH
ALUMINUM SOFFIT (1) *5 CONTINUOUS REBAR P.T. 2x ,PER PLAN (SEE wINDOW/DOOR JAMB BLOCKINCs Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED ENp and IS' O.C. MAX
RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �" OSB (4' WIDE MIN.) TO PLUMB JAMB. or
WINDOW (PER PLAN), (SIZE AND REINFORCEMENT � p0 NOT EXCEED
(2) DRIVE PINS, 8' FROM EACH END and
ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW DOOR CASING 6 18' D.C. MAX
SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145
PER MFR'S SPECIFICATIONS' TO
MIN. HEAD SIZE 300
P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN, EMBEDMENT I'
NOTE` STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.)
ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or FASTENER SCHEI?ULE FOR ATTACHMENT ' OSB) DOOR CASING
(R-VALUE PER ENERGY CALCS) b SECURE 2nd 2x TO STRUCTURAL P.T. l2) 2x4:
PRECAST OR POURED IN w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1)' TAPCON
PLACE SILL (PER BLDR _ �' GYPSUM WALL BOARD EACH END and 6 15' O.C. MAX--I(ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH
' TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6 ) NOTE PER MFR'S SPECIFICATIONS) END and 9 18' O.C. MAX
COATING MIN. (PER ASTM CONC. POURED CELL 15 (1) DRIVE PIN, S' FROM EACH ENE) and
C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX
8' CM ' P.T. FURRING STRIPS a IV O.C. 4C WALE: r=r_m' THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) MIN. SHANK SIZE .145
w/ Jq' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300
"'^^p BASE MIN. EMBEDMENT I j'
NOTE: WINDOW TO BLOCK (+3 %6")
SHIM AS NEEDED TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 %6 P.T. (2) 2x6:") Em
ONCRETE SLAB ❑ DO NOT EXCEED' 4G SCALE: r=r-m' SECURE TO BLOCK wl (2)' TAPCONS
(SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 J') 8' FROM EACH
AND REINFORCEMENT) 8' CMU BLOCK END and 9 18' O.C. MAX
XTERIOR WALL FOOTING' DRYWALL or
(SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO I,Il5 lb (2) DRIVE PINS, 6' FROM EACH END and
BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) 6IMP50N HT520 w/ (10) 10d NAILS TO TRUSS 4
(SEE WINDow/DooR JAMB BLoucING P.T. Ix (4' WIDE MIN.) IS O.C. MAX
2 SINGLE STORY SCALE: 3/4'-V-0' FASTENER SCI IEDULE FOR ATTACHMENT (4J 'X2 a' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145
DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300
(ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I j"
GATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR }' HIGH PER MFR'S SPECIFICATIONS UPLIFT E F RU55 I / BEAM
BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD 110 NAIL6N HTS20 EACH SIDE OF TRUSS S
NOTE: ll0)10d NAILS TO ]BUSS 4 l4J'X2' TAPCONS — P.T. (2) 2x8: Em
STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS
r
\ THROUGH NON-STRUCTURAL MEMBER (Ix or 116, 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT 1 Jq') 8' FROM EACH
� w/ �c,' TAPCON MIN. 1 a° EMBEDMENT INTO BLOCK END and g IS' O.C. MAX
TAPCONS MIN. or
OPENING 22' x 30' MIN. " 8' FROM EACH ENE) and
�oD CASING A7 SIDE WINDOW TO BLOCK (+2 � 2' COVER (2) DRIVE PINS, )
ATTIC ACCESS ����„ 2' APART 9 18' O.C. MAX
NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 %4 MIN. SHANK SIZE .145
3 WALE:r•LTS. TRUSS ANCHOR RETRO—FIT
SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. MIN. HEAP SIZE 300
4D SCALE: r=r-m' S SCALE: N.T.S. MIN. EMBEDMENT I'
PER RWV OF THE FBCR 2011, 6th EDITION BOARD (TYP)
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
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��samoemomog
E] 8
10
m
STJBDIV. ae LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXXOO_ 01
PROJECT#:
R5025.063/00001
PAGE:
1—STORY
WALL
SECTIONS
& NOTES
160 MPH EXP. C
DATE: 11 /12 /18
SCAT F: 1/4"=l'—O" 1
SHEET
D 2
A R C H IT E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�III"IIIII
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SVBDIV. 8e LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
X?x00-01
PROJECT#:
R5025.063/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
,
DATE: 11 /12 /18
SCALE: 1/4"=1'-O" 1
SHEET
D3
VTCR o
(1) a ELF
�' O.C. M
TYPICAL VALLEY TRUSS CONNECTION
SCALE: 3/4'=I'-O'
0
0
SECURE 2x4 FLAT TO
BLOCK w/ CUT NAILS
Lo
L--SECURE 2x6 MIN. TO BLOCK w/
(2)Y' x 9' ANCHOR BOLTS w/ 2'
B WASHER SET IN 5IM105ON or USP
HIGH STRENGTH EPDXY
(MIN. 6' EMBEDMENT)
SECURE 2x6 MIN. TO BLOCK w/
(3)y' x 9' ANCHOR BOLTS w/ 2'
WASHER SET IN SIMPSON or USP
HIGH STRENGTH EPDXY (MIN. 6'
EMBEDMENT)
GARAGE DOOR BUCK ATTACHMENT
SCALE: 3/4'=I'-0'
E
' TEXTURED CEMENTITIOU5
COATING MIN. (PER ASTM
C926) OVER CMU,
GALVANIZED STEEL TRACK BRACKETS
(BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS
PER MANUFACTURER'S SPECIFICATIONS)
B SECTION
SCALE: N.TS.
PRE-ENGINEERED TRU55
V GYPSUM BOARD OR
�' HIGH STRENGTH CEILING
BOARD
2x TOP PLATE
GYPSUM WALL BOARD
2x WOODS STUDS a 24' O.C.
(SIZE PER PLAN)
-SECURE BOTTOM PLATE TO
SLAB w/ ICd MASONRY
NAILS 0 32' O.C. MAX
CONCRETE SLAB
(SEE FOUNDATION PLAN FOR
SIZE AND REINFORCEMENT)
o
INTERIOR NON -BEARING WALL
WOOD STUDS
SCALE: 3/4'=I'-0'
Z-PRE-ENGINEERED TRUSS
:' GYPSUM BOARD OR
"HIGH STRENGTH CEILING
BOARD
3 V TOP CHANNEL (25 GAUGE)
TOP CHANNEL TO TRUSS w/
DRYWALL SCREWS (EACH TRUSS
or 24' O.C. MAX)
'GYPSUM WALL BOARD
3 %' METAL STUDS (25 GAUGE)
24' O.0 w/ FULL LENGTH LAYER OF
1/2' TYPE GYPSUM WALLBOARD,
ATTACHED TO EACH SIDE m 12' O.C.
LV BOTTOM CHANNEL (25
AUGE) BOTTOM CHANNEL TO
AB w/ 10d x I' MIN. MASONRY
IL w/ WASHER 32' O.C. MAX.
CNCRETE SLAB
EE FOUNDATION PLAN FOR
ZE AND REINFORCEMENT)
n
NOTE:
STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT
w/ MANUFACTURER ON STUD HEIGHT LIMITS.
INTERIOR NON -BEARING WALL
METAL STUDS SCALE: 3/4'=I'-0'
(1) REBAR VERTICALLY IN CONC. POURED
CELL (SIZE AND LOCATION PER PLAN)
CMU BLOCK
3
,�WEATHER STRIP MOLDING AROUND DOOR
., 7� 'I'l: 1 9 / (PER MANUFACTURER'S SPECIFICATIONS)
2x6 P.T. WOOD STUD SECURED TO FILLED
CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2'
WASHER SET IN SIMPSON or USP HIGH
STRENGTH EPDXY (MIN. 6' EMBEDMENT)
r MIN. SLIDE ��VERHEAp GARAGE DOOR (BY OTHERS)
ROOM ALVANIZED STEEL VERTICAL TRACK
(BY OTHERS - INSTALLED PER
MANUFACTURER'S SPECIFICATIONS)
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 #: 0003325
r
0
SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.063/00001
PAGE:
SECTIONS/
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE: 11 /12 /18
I SCALE: 1/4"=1'-0" 1
SKEET
D4
PREFORMED
CONTROL JOINT
FLANGE OF CONTROL JOINTS TO BE WIRE TIED
TO LATH a 9" O.G. MAX (VERT.).
NOTE: DO NOT FASTEN CONTROL JOINT TO
WALL EVEN IF STUD EXISTS BEYOND EXCEPT
STAPLES W/ Ye" LEG MAY BE USED TO TEMP.
SECURE CONTROL JOINT DURING INSTALLATION
TEMPORARY STAPLES TO BE REMOVED AFTER
INSTALLATION
FASTENERS TO BE SPACED
-s 1" O.G. 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
STAPLES IN COMPLIANCE W/ A5TM C1063
2. WIRE TIES TO BE (NO. 15) 0,0415' WIRE
3, BLOCKING SHOWN MAY BE IN ADDITION TO
WALL STUDS REQUIRED PER PLAN
CUT TWO PIECES OF FORM FLASH 1—
APPROX. 6" LONGER THAN THE
WIDTH OF PIPE OPENING
LOCTITE SPRAY ADHESIVE DIRECTLY
TO 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 WISE WITH ADHESIVE
TO THE EXTERIOR)
ALIGN THE PROTECTO FORM FLASH I
WITH THE CENTER OF THE PIPE. ADHERE
FORM FLASH 1 TO THE BOTTOM HALF OF
THE PIPE AND WRAP AROUND THE PIPE.
PER FBC R103.1.1
EXTERIOR LATHING AND PLASTERING
EXTERIOR USE OF PORTLAND CEMENT PLASTER
SHALL COMPLY WITH THE APPLICATION
REQUIREMENTS OF A5TM C 926-12A.
INSTALLATION OF EXTERIOR LATHING AND
FRAMING SHALL COMPLY WITH A5TM C 1063-12A
STEP 1
INSTALL FASTENERS
(CLIPS, STRAPS, STAPLES)
AS REQUIRED TO SECURE
PIPE/ WIRE TO FRAMING
PIPE PENETRATION DETAIL
—
SCALE; SCALE: V.S.
TO
&I TO e' /I AP MIN 16TO B'
$" TRICK, 3 COAT CEMENT
PLASTER
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
APPROVED METAL LATH FASTENED
o1" (VERT,) O.C. MAX AT SUPPORTS
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
PROTECTED FLASH TAPE
BEHIND CONTROL JOINT
PROVIDE 2X4 BLOCKING PLACED
FLAT MAX. 6" TO 8" FROM CONTROL
JOINT WHEN CONTROL JOINT FALLS
ON STRUCTURAL STUD
TYPE "M" CONTROL JOINT
1 SCALE:
NOTE: APPLY SEALANT AT "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 BUBBLES,
STEP 2
SECTION
TAKE SECOND PIECE OF FORM
FLASH 1 AND APPLY IT TO THE
TOP HALF OF THE PIPE IN THE
SAME MANNER, MAKING SURE
THE OVERLAP AREAS ARE
PRESSED DOWN TIGHT TO THE
PIPE AND SHEATHING.
TAPE WRB LAYER 01,
5TUCCOWRAP (OR APPROVED
EQUAL) DIRECTLY TO SHEATHING
WRB LAYER 12, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
PROTECTO FORM FLASH I
CONFORMABLE AIR/VAPOR
BARRIER TAPE DIRECTLY
TO SHEATHING
LOCTITE SPRAY ADHESIVE
DIRECTLY TO 055 AROUND
PENETRATION
ELA5TOMERIC COATING
(OR APPROVED EQUAL)
OVER STUCCO/ C.V. FIN15H
(SEE TYP WALL SECTION)
NOTE:
SIDE LAPS OF METAL PLASTER BASES
SHALL BE SECURED TO FRAMING
MEMBERS. THEY SHALL BE TIED BETWEEN
SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE
AT INTERVALS NOT MORE THAN 9"
(229-MM). A5 PER A5TM C1063 1.61.
NOTE:
FOR REPAIR OF TEARS IN WRB LAYERS,
TEARS MAY BE PATCHED PEEL 4 STICK
WOOD STU
5HEATR
WRB #1 TAPED TO
SHEATHING u/ WRB
12 OVER TOP. WRB
12 TO BE LAPPED
VERTICALLY 6" MIN,
STUCCO OVER
METAL LATH. METAL
LATH TO HAVE I"
VERTICAL LAP MIN.
HORIZONTAL LATH
& PAPER DETAIL
WRB LAYER 12,
FORTIFIBER BUILDING
PAPER (OR
APPROVED EQUAL)
PAPER LAP
(� WALE: V.S.
WOOD SHEATHING
WATER RE515TIVE BARRIER
LAP 511DING (PER BUILDER)
WEEP SCREED
MINIMUM CLEARANCE
(PER MANUF. 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: Kra.
NOTE:
APPROVED BUILDING WRAP SHALL BE LAPPED A
MINIMUM OF 6" 6 VERTICAL LAPS (ROLL ENDS) &
6" HORIZONTAL LAPS.
LATH VERTICAL
LAP TO BE 1"
METAL LATH
TAPE WRB LAYER
#I, 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
WRB LAYER 02, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
TAPE WRB LAYER 11,
5TUCCOWRAP (OR
APPROVED EQUAL)
DIRECTLY TO SHEATHING
LEGEND
DRAINAGE PLANE
(WRB LAYER #I,
5TUCCOWRAP OR
APPROVED EQUAL)
WRB LAYER 02
(FORTIFIBER
BUILDING PAPER OR
APPROVED EQUAL)
METAL LATH X
STUCCO
SHEATHING
a
WOOD SHEATHING
SELF-ADHESIVE
FLASHING
NOTE:
METAL LATH: LATH TO BE PER
FBC R103.1.1 / A5TM C-841-09,
MIN. 2.5 L55. PER 5Q. YARD
(UTILITY OR NOMINAL LATH DOES
NOT MEET SPECIFICATIONS)
WRB: WATER RESISTIVE BARRIER
A R C H I T E C T S
1441 N. HVNALU HLAUAN BLVD.
LONGWOOD, FL 32750
PH: 407-774.6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�IIII"IIII
Lom�om0000�
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SVBDIV. se LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
moo—ol
PROJECT*:
R5025.063/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHrrECT'
STATE OF Ft QRIDA
DATE: 11/12/18
SCALE: 1 /4"=1' - O"
SHEET VV E��T�
AI
TEXTURED CEMENTITIOU5
WRB LAYER 11, 5TUCCOWRAP (OR APPROVED COATING
x EQUAL)
WRB LAYER 12, FORTIF15ER BUILDING WOOD SHEATHING
$" PAPER (OR APPROVED EQUAL)
THICK, 3 GOAT `,X` VENT CAP 15 TO BE SET IN CONTINUOUS BED OF
CEMENT PLASTER WRB LAYER 01, 5TUCCOWRAP (OR APPROVED SEALANT. PREMANUi=. DRYER VENT CAP
EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT)
LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS
STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF -
OVERLAPS KICKOUT _ I Y" ABOVE SHINGLES NON -MOVABLE FRAME AND STUCCO ON ALL -
DIVERTER 1" MIN. _ SEALANT ALL 51DE5
SELF -ADHERING FLASHING (WR5
SIDES/ Y" SEALANT JOINTS ALL AROUND
THICK, 3 COAT CEMENT PLASTER
STEP FLASHING METAL LATH DRYER VENT (BLOCK)
DRYFLEKT KICKOUT DIVERTER LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
BUILDING PAPER
n 6DDRYER VENT (FRAME) OVER "QUICK FLASH"
FELT UNDERLAYMENT
,m -FASCIA WRAP PIPE THROUGH WALLS PER FBC R703.1.1
SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING
,
BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL
DRIP EDGE: OVER 3"
EXTEND 1/2" BELOW COMPLY WITH THE APPLICATION REQUIREMENTS OF
UNDER "QUICK FLA5H" A5TM C 92C -12A.
SHEATHING, MECHANICALLY
FASTEN 4" O.C. MAX. VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING
A SCALE: tyre.
SHALL COMPLY WITH A5TM C 1063-12A
WOOD SHEATHING WRB LAYER 12, FORTIF15ER LEGEND
WOOD WRB LAYER1, BUILDING PAPER (OR DRAINAGE PLANE
CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER 01, 5TUCCOWRAP
NOTE: APPROVED EQUAL)
INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD WOOD METAL LATH OR APPROVED EQUAL
5 scALE:NTs. WRB LAYER 121 TEXTURED FINISH '� WOOD WRB LAYER #2
AT BOTTOM OF ROOF WALL SHEATHING: FORTIF15ER CONSTRUCTION
INTERSECTIONS BUILDING PAPER (OR
5" CMU FA5TEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER
APPROVED EQUAL) _ MEMBER ��I" as MAX OR APPROVED EQUAL)
/$ TO /s MID -WALL METAL LATH X X X X
AREA TO RECEIVE I GOAT OF SHER-GRETE $" THICK, 3 COAT CEMENT -_ ®_ WEEP SCREED
FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMED z;, PLASTER �6" WIDE STRIP SELF —J
SCRATCH COAT PRIOR TO ELEC, METER STUCCO a
WALL Y$" TO 1/0" MID -WALL ADHERING FLASHING, GLEAN WOOD SHEATHING �T//iiiTTTl��
INSTALLATION WEEP 5CREED MA50NRY BEFORE APPLYING 5ELF-ADHESIVE FLASHING
1 (PER 3/WAU 6" SELF -ADHERING FLASHING TEXTURED FINISH 6 MA50NRY
HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE:
(FRAME TO FRAME) (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC Ri03.�.1 / A5TM
ELEG. METER FIELD VERIFY / ti SCALE: N.TS. I D SCALE: N.T.5. C-54 1-0J, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR
LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS)
NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 8 APPLY SEALANT AT WEEP SCREED END TO END JOINTS
ELEG, METER FIELD VERIFY LOCATION
CUT ENOUGH PROTECTO FORM
SEALANT ON TOP 4 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4" NOTE: ATTACH PER
PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS
BOTTOM OF THE BOX, REMOVE
RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM
CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH I FLASH I INTO THE OPENING
POLYMERIC 15OCYANATE-POLY51-END SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE
FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. DR OUTLET OPENING INTERIOR OF THE BOX.
EXTENDING TO NO CLOSER
WOOD SHEATHING THAN V TO CORNER.
STEP 1 STEP 2 STEP 3
WRB LAYER *I, 5TUCCOWRAP
APPLY SEALANT AT TOP k (OR APPROVED EQUAL)
ELASTOMERIC COATING
SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL)
AFTER STUCCO INSTALLATIONL�LSELF ADHERING FLASHING APPLY E-z BEAD ° ° ° ° OVER STUCCO/ C.V. FINISH
_. .. ° °•o•° °
FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE "D" FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL
SELF ADHERING FLASHING PER FLASHING OVER 5ELF-ADHERING FLA5HING OVER 60 MIN GRADE "D" 0°01 ° SECTION)
METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT • ° ° •
METAL LATH
ELECTRICAL CONDUIT "PIPE PENETRATION DETAIL" AT ALL JOINTS AND °
8 SCALE: NPENETRATION INTERSECTIONS
APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER EXTERIOR
WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR A—%
ECTRICAL RECEPTACLE
OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 \ :NTs. (F"CONST) STEP 6
A R C H IT E C T S
Design
I UR-inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
�II'lllll'I
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STJBDIV. & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.063/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 11 /12 /1 S
I SCAT :1/4"=1'-0"'
SHEET
WOOD 5HEA
WOOD CONSTRUCTION
%" HAT CHANNEL W/ %11
TYPE "X" DRYWALL
WOOD SHEATHING
WRB LAYER #I,
5TUCCOWRAP (OR
APPROVED EQUAL)
a" THICK, 3 COAT —
CEMENT PLASTER
WRB LAYER #1,
5TUCCOWRAP
(OR APPROVED EQUAL)
AMIGO AMCC-WFWC-180
CUSTOM CASING BEAD
(OR APPROVED EQUAL)
DO NOT CAULK OR
SEAL GAP
WRB LAYER 11, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIP15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT CEMENT
PLASTER
AMC C-WFWC-180 CUSTOM CA51NG
BEAD (OR APPROVED EQUAL)
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 112, FORTIF15ER BUILDING
ru.L, PAPER (OR APPROVED EQUAL)
X
C" SELF-ADHEREING FLA5HING
WRAPPED 6 CORNER OF CANTILEVER
X AMICO AMCC-WFWC-780 CUSTOM
CA51NG BEAD (OR APPROVED EQUAL)
(W/OPT. WEEP5)
CASING BEAD DETAIL C CANT.
LEGEND
DRAINAGE PLANE
(WRB LAYER #1, 5TUCCOWRAP
OR APPROVED EQUAL
WRB LAYER 12
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
X X X X
5TU000
WOOD 5HEATHING
5ELF-ADHE5IVE FLASHING
EQUAL) CASING BEAD
5/8" TYPE "X" DRYWALL
W/TEXTURED 4 PAINTED FINISH
8" THICK, 3 COAT CEMENT
PLASTER
VINYL (OR APPROVED
EQUAL) CORNER BEAD
VINYL (OR APPROVED EQUAL)
CASING BEAD
NOTE:
METAL LATH: LATH TO BE
PER FBC R103.1.1 / A5TM
C-841-09, MIN. 2.5 L55. PER
50. YARD (UTILITY OR
NOMINAL LATH DOE5 NOT
MEET 5PECIFICATION5)
WOOD CONSTRUCTION
WEATHER RE515TIVE
BARRIER #I
WEATHER RESISTIVE
BARRIER #2
8" THICK, 3 COAT CEMENT PLASTER
METAL LATH
WOOD SHEATHING
HEADER/BEAM
VINYL CORP. (OR APPROVED EQUAL)
4" P051TIVE DRAIN WEEP SCREED
NO GAP IN FIELD
(5HOWN FOR CLARIFICATION OF
SEPARATE ACCE55ORIE5 ONLY)
DRIIP EDGE INSTALLATION
11 A E: H.Th.
2x FRAMING MEMBER
$" THICK, 3 COAT CEMENT PLASTER
CORNER BEAD FA5TENED TO
SHEATHING a I" O.C. MAX.
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD SHEATHING
METAL LATH
WRB LAYER 02, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
*,,��CIIR�N�IRBEAD ® FRAME
CORNER BEAD
(PA5TENER 4 SPACING 6 i" O.C.)
WE
V THICK, 3 COAT CEMENT PLASTER
APPLIED DIRECTLY TO CONCRETE
MA50NRY UNIT
SCORNER BEAD C BLOCK
1 FrD SCALE: N.TA
A R C H IT E C T S
Design
IOU-inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r10
�III"IIIII
o��omovv��
SUHDIV. 8e LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00-01
PROJECT#:
R5025.063/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
DATE: 11 /12 /18
SCALE: 1/4"=1'—O" 1
SHE�ET� ��
V V A�
WOOD SHEATHING
WRB LAYER 01, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
METAL LATH
8" THICK, 3 COAT
CEMENT PLASTER
6 "5ELF-ADHERING-
FLA5HING
DRIP CAP
WINDOW FLANGE
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
METAL LATH
a" THICK, 3 COAT
CEMENT PLASTER
(o' SELF -ADHERING
FLASHING
DRIP CAP
WINDOW FLANGE
CASING BEAD C WINDOW
RAME, NO BAND
*W—ALE
s.
WRB LAYER 1, 5TUCCOWRAP
(OR APPROVED EQUAL)
WOOD 5HEATHING
WRB LAYER 12, FORTIF15ER
BUILDING PAPER (OR
APPROVED EQUAL)
ill,,"
METAL LATH
(EXPLODED a° THICK, 3 COAT
VIEW FOR CEMENT PLASTER
CLARITY)
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
VINYL (OR APPROVED EQUAL)
ANGLED CA51NG BEAD
6°SELF —AD HERING FLA5HING
DRIP CAP
WINDOW FLANGE
WOOD 5HEATHING
�x WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIF15ER
f BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
'LODED $ THICK, 3 COAT
w FOR �RITY) CEMENT PLASTER
WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)
VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
CASING BEAD C WINDOW
FRAME, W BAND
1 JD gCgLE: L
METAL LATH
$" THICK, 3 COAT
CEMENT PLA5TER
6"5ELF-ADHERING
FLA5HING
DRIP CAP
WINDOW FLANGE
LEGEND
DRAINAGE PLANE
(WRB LAYER 01, 5TUCCOWRAP
OR APPROVED EQUAL)
WRB LAYER #2
(FORTIF15ER BUILDING PAPER
OR APPROVED EQUAL)
METAL LATH
STUCCO
WOOD SHEATHING
5ELF-ADHE5IVE FLASHING
X
X
X X
d
a a
a;
NOTE:
METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM
C-541-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR
NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5)
SEALANT
WINDOW FRAME
WINDOW FLANGE
2X FRAMING MEMBER
BUILDING WRAP
,4a' GAP TYP
CASING BEAD
TO WINDOW
IX TRIM MEMBER 6 STUCCO
TO 51DING TRAN5ITION—�
51DING �
Yn' GAP TYP
CASING BEAD
TO TRIM
$" TRICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
WOOD 5HEATHING
�WRB LAYER #1, 5TUCCOWRAP
WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)
(OR APPROVED EQUAL) CASING BEAD
6" 5ELF ADHERING
FLASHING OR PEEL 4 5TICK
SIDING TO STUCCO
CASING BEAD
14 SCALE: N.Tb. !CROSS-SECTION,
WOOD 5HEATHING
METAL LATH
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER 12, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
$" THICK, 3 COAT
CEMENT PLA5TER
8" THICK, 3 COAT
CEMENT PLASTER
VINYL (OR APPROVED EQUAL)
ANGLED CA51NG BEAD
VINYL (OR APPROVED EQUAL)
CA51NG BEAD
CASINGANDBEA(FRAME) ISED
15 SCALE: NTS.
METAL LATH SEALANT
WRB LAYER #2, FORTIF15ER BUILDING
PAPER (OR APPROVED EQUAL)
WOOD 5HEATHING WINDOW FRAME
WRB LAYER #I, STUCCOWRAP
(OR APPROVED EQUAL)
6' WIDE PEEL 4 5TICK
OVER FLANGE
E-Z BEAD VINYL
(OR APPROVED EQUAL) CASING 2X FRAMING
(W/%8' FLEXIBLE PVC BACKER ROD
INCLUDED)
*APPLY FULL BED OF
5EALANT BETWEEN —
FLANGE 8 BUILDING WRAP
cEZ BEAD WINDOW CASING7�SCALE: N?S.
WOOD 5HEATHING
WRB LAYER #I, 5TUCCOWRAP
(OR APPROVED EQUAL)
WRB LAYER #2, FORTIFIBER
BUILDING PAPER
(OR APPROVED EQUAL)
METAL LATH
S" THICK, 3 COAT CEMENT
PLASTER
$° THICK, 3 COAT CEMENT
PLASTER
METAL LATH
WRB LAYER #2, FORTIF15ER
BUILDING PAPER
(OR APPROVED EQUAL)
E-Z BEAD VINYL (OR
APPROVED EQUAL) CA51NG
(W/%s' FLEXIBLE PVC BACKER
ROD INCLUDED)
WRB LAYER #1, 5TUCCOWRAP
(OR APPROVED EQUAL),
WRAPPED AROUND FRAMING
MEMBER /
(o' 5ELF ADHERING FLA5HING
WOOD SHEATHING
DETAIL EXPLODED FOR
CLARITY
A R C H IT EC T S
Desi�n
p
1 ®u Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
r
�III'llllll
�o�mo0mmv0�
SUBDIV. 8e LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXXOO-01
PROJECT#:
R5025.063/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
DATE: 11 /12 /18
SCALE: 1/4
SHEET
� /n�\ //I�I
V V L II
CUT HOU5EWRAP AT
450 ANGLE
MODIFIED "I" CUT IN
HOU5EWRAP
LINE OF WINDOW OPENING
APPROVED HOU5EWRAP
OVER SHEATHING OVER WD
STUD WALL
STEP 1
WINDOW FLASHING
INSTALLATION DETAILS
FULL WRAP
1 o SCALE: N.T.S. (FRAME)
APPLY 051 H2U (OR \
EQUAL) SEALANT
WINDOW/CMU JOINT.
FLUID APPLIED
FLASHING (LANCO
WHITE -SEAL RC-865
OR EQUAL).
SLOPE SILL
TO EXTERIOR
TEMPORARILY^' ^ "'�
SECURE HOU�r-
""' "' "P UNDEi
FOLD
IN AT Jr
SLOPE
INSTALL 6" SELF -ADHERING
FLASHING OVER NAILING
FLANGE AT JAMBS
EXTEND FLASHING MIN I"
BELOW SILL FLEXIBLE
FLASHING
DO NOT SEAL BOTTOM FIN
ALIGN FLEXIBLE
5ELF-ADHERING
�5HING W/ INT. EDGE
OF SILL R.O.
MECHANICALLY
FASTEN FANNED
EDGE5. (CAP NAILS,
5TAPLE5)
STEP 2 INSTALL SELF -ADHERING
FLEXIBLE FLASHING AS THE
FLASHING AT THE SILL
31r,r o
NOTE:
I. IT 15 THE CONTACTOR5 RE5PON515ILTY
TO VERIFY THE COMPATIBILITY OF ALL
PRODUCTS INCLUDING HOU5EWRAP,
SEALANTS 4 SELF -ADHERING FLASHING
MATERIALS USED DURING
CONSTRUCTION.
2. INSTALL ALL MATERIALS PER
MANUFACTURERS WRITTEN
SPECIFICATIONS 4 WARRANTY
REQUIREMENTS.
WARNING: SEALANTS AND 5ELF ADHERED
FLASHING MAY REACT ADVERSELY IF NOT
COMPATIBLE.
,. . A . . i 1
(0" SELF -ADHERING
OVER VINYL HEAD
G (WITH END DAMS)
NAILING FLANGE
EXTEND
SELF -ADHERING
FLASHING I" MIN
BEYOND JAMB
FLASHING
INSTALL VINYL
DRIP CAP
APPLY 3Vl NOM. CONTINUOUS
BEAD OF SEALANT AT JAMBS
AND HEAD or APPLY TO BACK
OF WINDOW NAILING FLANGE IN
LINE W/ PRE -PUNCHED HOLES
OR SLOTS.
SUPER STRETCH
BUTYL FLASHING
STEP 3 fig" VERT. END
DAMS REQ'D. AT
EACH END OF SILL
01 rir r
MIN. TEXTURED
EMENTITIOU5 COATING
IVER BLOCK
STUCCO OVER BLOCK
(MIN. THICKNESS j")
ORLANDO/TAMPA
S. FLORIDA
15EWRAP DOWN 4
DIAGONAL CUT 4
HEAD OF WINDOW
MIN. TEXTURED
EMENTITIOU5 COATING
VER BLOCK
STUCCO OVER BLOCK
(MIN. THICKNESS 8")
SIDING LOOK
S. FLORIDA
STEP 4
STEP 8
INSTALL A SILL DAM OVER THE
BUILDING WRAP AT THE BACK OR
THE SILL AND THEN INSTALL THE
SELF -ADHERING STRETCHABLE
FLASHING 8 APPLY SEALANT AT
ENDS OF SILL DAM
INSTALL WINDOW PLL
LEVEL AND SQUARE f
MANUFACTURERS WRI1
IN5TRUCTI
APPLY MEMBRANE
FLASHING OVER JOINT
INSTALL 6" WIDE ADHESIVE
BACKED FLEXIBLE FLASHING
MATERIAL OVER DRIP CAP JOINT
(PROTECTO-WRAP BT-20XL
OR APPROVED EQUAL)
" MIN. TEXTURED
:EMENTITIOU5 COATING
)VER FRAME
STUCCO OVER FRAME
(MIN. THICKNESS 8")
ORLANDO/TAMPA
S. FLORIDA
MINIMUM STUCCO THICKNESS
19 SCALE: NTS.
WALL FLASHING INSTALLATION NOTE:
DETAIL MASONRY SEAL INTERIOR PERIMETER OF WINDOW
1 8A SCALE: N.TB.
WITH SEALANT
STEP 5
"1J 1 t/
MIN. TEXTURED
EMENTITIOUS COATING
IVER FRAME
STUCCO OVER FRAME
(MIN. THICKNESS 81))
SIDING LOOK
S. FLORIDA
A R C H I T E C T S
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX:407-774-4078
www.abdesigngroup.com
AA #: 0003325
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SUSDiv. & LOT:
OAKLAND LAKE
(LOT 63)
MODEL:
1452
XXX00- 01
PROJECT#:
R5025.0E/00001
PAGE:
WALL
ASSEMBLY
DETAILS
160 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
mm
DATE: 11 /12 /18
SCALE: 1/4"=1'-O"
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