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INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET ° GN GENERAL NOTES ° ) 1 FOUNDATION PLAN 5 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S XXXO 0 — 01 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl -W5 WALL ASSEMBLY DETAILS i ELF1 om� a n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC _ SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN SNOW Speed' Topographic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOAD (mph) effects" CATEGORY' Weathering depth, Termite` TEMP` REQUIRED' HAZARDS INDEX' TEMP N/A 160-C N/A Negligible N/A Very 45 N/A N/A N/A N/A Heavy DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 *FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES 1ST FLR. LIVING 1,452 Sa. FT. DATE DESCRIPTION • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB TOTAL LIVING 1,452 S0. FT. • MIN. INTERIOR FINISH - CLASS C • BASIC WIND SPEED - VULT = 160 MPH ENTRY 19 $0, FT. - VASD = 124 MPH F'ATIO 1a 50. FT. RISK CATEGORY II GARAGE 393 50. FT. _ •EXPOSURE CATEGORY - EXPOSURE C • 1-STORY RESIDENCE - TOTAL 1,5a2 SQ. FT. • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE; CODES CU5IC VOLUME LIVING; 12,&32 Sa. FT. • STATE OF FLORIDA `t ✓ CERTIFIED BUILDING CONTRACTOR: RYAN HOMES DE COMPLIANCE T, LUCIE COUNTY 1450 CENTREPARK BLVD. AREA CALCULATION BOCC r, SUITE 340 Z WEST PALM BEACH, FL 33401 WIDTH DEPTH l • STATE OF FLORIDA (ELEVATION B) 40'-0" 47'--4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 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 BY 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 Design ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIII �mameomomo� E 8 A,. W E O C L STJBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 6/21/19 OC ALE: 1/4"=1'—O" 1 GENERAL NOTES 1. 2. 3. 4. 5. 9 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 A. 1. SLEEPING ROOMS 30 A.2. ATTICS W/STORAGE 20 A.3. ATTICSW/OUT STORAGE 10 AA. POOLROOMS 75 A.S. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.I. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD (PSF) D.1. FIBERGLASS SHINGLES 17 D2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. =160 MPH, VASD=124 MPH El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.86 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.S. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS i0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.1. GUARDRAILSANDHANDRAILS 200 F2GUARDRAILS 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 W 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 ANI FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES.. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NONSTRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, A46 EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNEP AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F: AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RE§IDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN @@0 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING 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 460 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR ILL 723, PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). - ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS N§TED 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 RfP2.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. 9 fl 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE 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, i INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE. GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. PT G 11=lllTal_-I FA 1. 2. 3. 4, 5. 6. 7. 8. 9, 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T- 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 LEAST95%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 %2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE 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 AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'W. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR 8IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN '/" INCH; REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R60612.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN, REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1121NCH TO 2.25INCHES (13 TO56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m-) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R50624.2 (1) OF THE FBCR,, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BBNDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 254. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS. FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR 131 AND SMALLERy' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER x1l D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%d' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BB INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE Pill FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL, 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE, IN ACCORDANCE WITH NEC 210.50(G)1, Ilia L U 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: BA. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. 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 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS Z ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 112" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS: GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. 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, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.1, IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW.. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 21 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 BOLTSMAILS 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 FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'4" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. I @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017)ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 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 YY AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM.'/4" 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). REVIEWED FOR 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. CODE COMPLIANCEST. LUC I E COUNTY 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, BOCC 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES FILE COPY 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-1063.1IA & R703.7.1 OF THE FBCR, 6TH EDITION 12017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -• CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS •- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -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 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �e0mem000v� svBDIV. 8c LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DaATE: 6 /21 /19 SCALE: 1/4"=1'-0" SHEEETT G Nor or 5ECURE STRAP TO GONG. W/ (2) 3/16'4' TAPCONS 3 1/2' TI CONC.SLA5 SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 06xl 114 SHEET METAL 6CREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' STD- POLE ON 1/4'0' DIA. BASE C2) I/2'x6' A.5: l� BOLLARD DETAIL 2 '7M KITCHEN SIB AUTO VENT u. J i' M Gil �l 'Hill 11`111111 C! � fl 0111 1 OUND T N PLAN SCALE: 1/4 = 1'-0' ELEVATION "5' a1 9" 291.311 PAVER EDGE LINE a �PAYERs� a + I 61 m TYP. DI -3 1/2* 0 � H5. DI m N� ■ ■ ■6 ■ ■ ■ ■ ■ ■ ■ ■ FIN. ELEv. ■ p DI FIN. CONC. SLAB ■ ■ F I. DI r TYP. C3 I/2' GR�lG„ t�UFORCED � W/ 6'xb'-WI.4 x 11I.4 ON 6-MIL POLY ETHYLENE - --- x VAPOR BARRIER ON TERMITE 1 • a `• : I TREATED DELL -COMPACTED I ■ 0 i �� I CLEMI FILL Dl � p � rr _ r 11 �yr�% w - yIFr I II II I uA�.I(r ilaliii DI u L= JJ ' 1' PVC CHASE ■ FOR ELEC. ;,--Fq--,; ; _i ■ I 0 i e ISLAND i 3(' x II iSN I I LAY. 11-111 a' -I" 5'-I1" i A i iIr II I, \I1 ��---- OPT. ■ I I I REF r—n I I -1 w, ii i! II 11 DI r__= I I r CONDENSATE W/G 3 I/2' GONG. SLAB v ■ I r r- -� I =_� -LINE 1 ; ''h� I ■ I oc� �' L L TUBS i EXTEND -J SLAB I I/2' COND.) ■ d 4/ BOLLARD `—/ DI 211-411 LAY. lal-a'1 31-611 • N cv I 4" 6' RECESS SLAB DI J PARs I ■ N FOR PAVEF28 ■ F■■ ■■ 24'x24'xl2' CONC. q 4 all -3 1/2 all FTG. W/ (3) 1 3'-4" REBARS EA. WAY N � DI I ON CHAIRS MIN. 3' COVER I ■ + + (2-TYP) ■ `r � a- PAVER HB. 0 LNG a 1 I■ ■I DI -i�-6 1/2' — — J ■ ■ ■ ■ ■ ■ ■ OMNI ■■■ 11-all 4'-011 -811 0 -(I11 161.011 411 41-a11 411 191-411 4O'-O" REVIEWED FUH CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Design Grou�Ti�c PH:407-774-6078 V FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � llillillil �III"IIIII Lom�v�vvomJ E 8 �a E L I L SUBDIV. & LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT*: R5025.054/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA _Ju •2 9 D/OTE:" 6/21/19 SbALE: 1/4"=1'-O" 1 SHEET Or 31'-4" 28'-6" 24'-8" 10'-6" 1' -8" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC s I FILE COPY �@ I @@ Nt I m I cv m ' m Q ■ e 41 41� I 41 N I m ■ ■ ■ ■ IN — N 0 � N ■ @_ W ■ W ■ @ I ai .4 � ■ _ 3'-4" 10�� DOWEL PLAN /I.1 K/ 10'-0" IS'-01I SCALE: 114 = 1'-0' ELEVATION 'B' A R C H I T E C T S lim l9ff or 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 E 0 i C SUBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXx00-01 PROJECT#: R5025.054/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1/ JAMES �C ELL AR 12079 DAT /21/19 SC :1X4"=1'-O" SHEET 2 OF WALL LEGEND BLIC BRCS. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL o I6' O.G., UNO, EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/53 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 ® ® 24' O.C. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTT' S CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I 11'-4' 8/28-6-1 MUM PRESTRESSED L-2 4'-8' 8/22-6-lLU/l0L RECESSED L-3 5'-10' 8/I6-S-(IAJ/(0JL L-4 4'-6' 8/24-5-(W/(OJL L-5 4'-6' 6/24-5-MUKOL L-6 1'-6' 8/24-641) /(UL L-Z 4'-6' 8/24-549U/(0d. L-6 4'-6' 8/24-5-(I)U/(0X L-9 4'-6' 8/24-54I1,KO L L-10 4'-6' 8/24-5-(LUKOA. CAST-CRETl LINTEL SCHEDULE L INTEL NO. LENGTH TYPE COMMENTS L-1 I7'-4' 8F28-I5/IT PRESTRESSED L-2 4'-6' 8RF22-0B/17 FAEECESSED L-3 5'-10' 8FI6-08/IT L-4 4'-6' 8F24-0B/IT L-5 4'-6' 8F24-05/IT L-6 7'-6' 8F24-I5/IT L-1 4'-6' OF24-OBAT L-8 4'-6' 8F24-05AT L-9 4'-6' 8F24-05AT L-10 4'-6' BF24-0B/IT LINTEL IP LAN SCALE: 1/4 = 1'-0' ELEVATION 'E5' PATIO 5068 5GD 25-SH 25-SH — -- 25-SH li l ` EGRESS L.. I I GREAT ROOM DINING 13,4, CLG CLG. ■ OWNER'S SUITE 8'-8' CLG. I Oo 011 jO II ■: REVIEWED FOR j 0 CODE COMPLIANCE ST. LUCIE COUNT' KITCHEN 8'-8' CLG. BOCC �II------- ---- I - —n I I Fib l iiii mz I -�- 8'-W CLG. � 10. BATH BATH 1 o I j , ��, 8'-8' CLG FILE COTS' � — — — I �: BEDROOM 3 r — 8' 8' CLG. O O Lu ■ FOYER r---� 8'-8' CLG. 38 _ BEDROOM 2 8'-8' CLG. u I 25-SH Ili 2—CAR GARAGE 8'-8' CLG. 16'-0' X 1'-0' OHGD L-1 A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � Lov�v�omom� QE U W E (c SVBDIV. & LOT: OAKLAND LAKE (LOT 54) MO DEL: 1452 )CU00-01 PROJECT#: R5025.054/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA JU4� G 'd `z ;l' Dq E:�6/21/19 sIcALE:1/4" 1'—O" SHEET 3 Or SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS a•PER`P r P- I. -I W-PI S SAPF I OATJS (I PA/PT) 4C^W_4ARf c--, ;,� / U OVERALL LINTEL LENGTH BF05 IT BF 03 BT6 DZ ZF 9-OZ &'14 C6 Fb.oP 4'.] 68 (TYPE oP LINTEL) SOS 6F 6 B 5 bml 5U' 46P8 IB 'BRIT IB: R '119 2'-a' TO 3'-6' (PiEGAOT) ]]51 .306 2 46p5 LIST I 9 ,o "5#' 9_ _ B 4 I 0,5-: o lf r - IBZ9 ATO -l' TO 9'-0' CPF£GAST) 1%E a 26 3 196E 461D5. :11D 61 951 3'e3 0 4 16 0i94 320.9 IE6$ l 6 4'-I' TO 4'-6' (PRECAST) 1699 1J 9 '35-' I.r'6. 9 21. 6 JI 3� 94 _611 IDI,, ALAS 4'-l' TO B'-4- (PRECAST) 12n bd 3m9(E_ it 154" .¢'9 Tani 54 6193 9O3 Alin _ /le, IIU B'-5' TO VIIV (FREGAST) 106E -10 IdS 16 1o3I J T1 411, - D• 5'-II' i0 6'-6' (PRECAST) SCSI Ae loll 1 _..I l 9 46¢ r a3Bl _ e O 1939,. 313E M. J6e5 6'- T TO l'-6' (PRECAST) IRII lH-� 6. 66 1 L B1 c-0 I VIC,- 116 8 64-2 3�01 l'-l' T09'-W tPRIBOAST) 5'1 ,,5 �"- l 1543 111 s64 ''3 B ]l'I'I 4105 6_ eTto sTs. TO IPf'-6'(PRECAST) 415 611 'B" - 1 iAel `� I3o 36 20. 19q TI& .'.'3 9EAD i121 e154 4¢05 10'-T' YC II'-4' (PREGASTA 36$ 45W 040 _ 945 B SINS J 194E 160= 2423 1�3 3121" 2�5 _ ASOR_ 5£ II'-5' TO I]'-0' (PRECAST) 951 6 540 4 15 5 i 4 4T1' 66-'� Hffi ,193 4=a5 2305 bl6 362 adJ I]' -I" TO 13'i' (PFBGASL R% 4il - N' .EATS ICP. Ne 1429 13 E _ 196 NR IB30 9l Ih91 NR 291E Ir 2Pl \C' -993 'e63o 263p - 13'.5- TO N'-0' (PRECAST) 219 r" 1 lob NC Ni 14'-I' TO 14'-B` lPRE0TRE5sED) NR ;.-"45s - Try_- 1-10 --'- P.Oa NR NR 2 � R --- -- ,2sn NC' %Ii4 _.._. M1R NR - NR 14 -S- TO 1V-4' (PRESTFEBBED) NR ` 41] l@ In I p Na �TE3 VR 'D50 \k '1i30 Ne -513 ne NR NR 15'-5'TO Ili-4'(PREBTFiEBBEO) N2 .00 950 NR J.6_ \R 1 6T' \F - .49 rve 041 rv< N, Nk Ili -a' T019'-4- (PRESTREBBED) NR 13 233 \E i 420 - NR 159 NR ©31 \F 262 \R N< N2 e'-B' TO 114 f B E PRE Tff% D - IN INN 34 m _ _ rvR 5 9B _ _ ne 045. \R 14 ' _'� _.' 39 15 _ _ -4I I ItlF,d _ 21'-5'TO 22-0'<PIREBTREbbED) NR : 169 NE _ 3b rE 550 NR � T24 041 IFBS 1:99 I'TO ]4'-O'<FRE6TREW^ED> NR 5 111 11. 450 654 654 T11 1222 nAT 1 I m17c1 c C I"W U=LIFT LATERAL OVERALL LINTEL LEND .1 e 0 EF2 IT 111& 1 r}' M1 0 24, IT -- ''. 1_e-I1 (TYPE OF LNTEL) e B it 0` 2 n9 Le Im 2T eF)o zT e- < 1 -P2e 4 5 4 '.6 F112 E-32 2r &10 EFB RI -DDI S-B'TO 3'-W(PRECAST) E9 6 6i E6 324 334 5'w' I 633 ,06E 45 3e� -0m1 _. '025 1=4 late bolt 3'-1'To`P-O'(PRECAST) 963 Hen 306P. 05 j 45"0 25 1 a 4m/ 'lI yp15__l6S l63 15m9 a'- ' TO 4'- 6' (FREG45T) 1 0 5319 b92 691 tole 0 F9 _ 31y6 0[ AT' S+ ,a IG 15 _99 39EI 452] 4 l T05 4' (PREOABV OA I IH 05 1. 3111 e 9J 16' 36 0 4133 41' 411 NB 5'-5' TO 5'-Im' (PREDABT) - G Ce 20MP 25 3 DO 362E 340 939 616 5'-II' TOW-6' (P2EOAST) J6 _ IT " e65 9 2711 1 501 721 Pax U,A .A`T IFIAK 2129 2190 3'a 6'-T TO T-b' (PRECAST) 224 "GJ5 242 L e,1 SETS. 424 03A 363 '00 1'-I- TO 9'-4- (fREOABT) 5? 662 to E E '= I, 96 '61 94 '019 326. 612 230 9'-8' TO I0'-6'(PRECAST) ..95E 95 n' ie SILL 14 vTU 10 1 PO 5 GWh 284 Act Ine 10'-7'TO II'- 4'(FRECA6T) I - 260 452 154 4 4 D �56 I{341 A 2 649 14 I53 I 14S <IBI LE9 SFS TO IRE'-0' (PRECABL - IBB 3 'lbl'E 144 402 BIT -- 41m1 6 90i 0 o6ID 60l B _ xl I2'-I' TO 13'-4- a PRQG46T) r � 11l 32d 110 2B i W 35B 19 41B 566 e6s 653 " 169E _ 211 1V-5' TO W-V (PREGABL _ 4Q- 42 "'1 10FJ 'i3SH m 2 62 ISB2 11 L SITS 'eo, - 205 Ine lee 1'�i 14'-I' TO 14 4' (FRERITRE65EDI - 45. 5 '4 e0 3m 1 6 6 l69 � I516 � G3a He 2B4 el 91 14'-9'1015'-4'(PREBTREBSED) l He 389 83 .6E6 2YD 68 IBl 3DA TEAS - 5 ell1�6 60 15'-5-70 il'-4-(PRPBTREBBED) 61J NR IN 64 66 E2 _-.__ _..' 520 749 Il/05 =4 -___ 1413- �.. .- n B T019 4 (PRE9TREBBED) 4' 1 .. _.-._ NR NB 52 :TESL 'L63 <2' 62a 6L: r _ 111 3a: 9: R 9 5 I: 112E -es� __- - I'-4'( 6 00E0 5'-5' TO 1 PRE ERE - _ 42 _ _ N R a5 42 I41 ---.. 3 1 ) - _ _ o..-. - 46: I 3 6 1 55 Leta - bl I _ 1_6 5 c46 3 494A I - ' 22' ®' ( 5T 59eD 2 5 TO PRE � 632 999 - - V R _ Is 4m 22'-I' T01a'-0' (PRE6TEa0EG) _s_d'_ NR 91 30 r4 ,02 -5S AIDn l5 SrE c1n4T 11191 QC =Al nncJE II -I TNT=. 4 AAFP I DADS (1 BS/FTI GF-AVITY OVERALL LINTEL LENGTH ORES 0B 81310-08 BRFI4-0B BRIB- qd-:2- 36-08 Min OF OF LINTEL) BR46 MIN 3355 32e0 4349 .,. IE 5421 6493 15b1 9'-6'TO 4'-4'(fREGABT) 1695 r IE91 b931.. SdOb 6639 06bd -`94"3 o 3 9e 396E 4 4 SAA 0= 4'-5' TO 4'-6' (PRECAST) 1494 50 f 95 520E teas G6L0 3419 L!3 3 6 3=2 39EE Ile 221E W-l' To W' s' (PRECAST) 866 =� Ile 4�i1 IIIAC 2121 ew.m tv 93I. 2 4 3n4 3 03 5'-9'TO 5'-10.(PREOASTI aI t TITS 4 31: 424E 9J IL,. 3120 bbi9 oL iB a6o0 409:90- ll1 4t 3oB-- 5'-II' TO W.D.(PREGABD 717 9p - 043 -- 9l9 Id09t 4 1 3 623 15 M, 59 ll6 T"' i'-9' TO 1'-6' IPREOA6T) sea _ 155 46E 490 9 3 6 99 6 r� it 3 899E 1I <S -091 ETAS 1'-I- TO V-6' (PRECAST) 411 i26 - 999 1568 2..53 .29 £50 I 589E e"PRECAST W2"RECE55 DOOR U-LINTELS SAFE LOAD5 (LB5/FT) C ads (1=1.1FT OVERALL LINTEL LENGTH eF--6-" ;',7 a .Y 11 (TYPE OF LINTEL) BY-' -a IO e 4i 6 .-IT TF-F 6F 6 1 o-1T' 6R16 '05 6 3F. 3l 5199 BRF6 R11 V-6' TO 4'-A- (P,ffOgBD - - l5B l5l II64 905 666 361 J056 Slsl 445 uIc 4'-B' TO 4'-6' (P!$eOABT) 4 T"IF- 654 653 TOTS B6". 6'i 1604 01: - 63 '19' 2553 "6 -- 2e54 2854 c 691'-? 3"I 4'-1' TO B'-B' (PRECAST) U. l 1 65 III t �'6 2.59 - - _ 2e54_.3w - 21 s e6 -- 408 40l 655 5'-9` i0 S',10' (PRECAST) -- 655 I1 a 46 2259 'F'13 92&b - 3"99 3B2 391 616 sip 9 1 sp a 560 24 5'-II'TO 6'-H'(PREGA6T) --. STO IEyO I 5i0 - %0 -- 34 9 r 8l9 - -- 3 .9 195 l60 464 106 4 1364 1 2'v6 11 1569 6'-9' TO l'-6' (PPRGAST) --'- Sflb B B - - Y364 169 .66 bl - 2968 Sot 674 363 3 5 4 B 654 1 154E Nnn :Iv, 1'-1'TO 9'-B'(FRECAaT) "0 490 TI4 3-5 560 Wl'[ 136E 4-E :016 -133 AST RETI LINTEL SCHEDULE MAT IA S ER L 1. Vc 8' precast lintel . 4000 pal 2. Ic prestressed Ilntel - 6000 psi 3. Grout per ASTM C476 fig = 300E pal w/ maximum 316 Inch aggregate 4 8 to II Inch Slump 4. Concrete Masonry Units (CMU) per A517'1 CEO w/minimum net area compressive Strength = ream pal 5. Reber Far 48TM A615 grade 60 6. Prestressing strand per ASTM A416 grade 210 low relaxation 7. Mortar per ASTM C210 type M or 5 GENERAL NOTES 1. Provide full mortar bed and head Joints. 2. Shore fllled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' lone notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for [Intel deflection information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. l/32' di ameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete may be provided in composite lintel in Ilau of concrete masonry units. S. Safe load rating based on rational dealer analysis per ACI 318 and ACI 530 10. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance.. with ASTM C-2S& Or other approved coating. 11. Lintels loaded aimultaneousiy with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load Applied horizontal load S IID Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right: �m=1500pei SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU PALL COURSE 2' CUR TYP 2) 5 REBAR GR40 or GR60 SAFE LOAD TABLE NOTES 1. All values based on minimum 4 Inch 1. For composite lintel heights not shown, use safe Nominal Sarin-. Exception: Safe loads for unfilled om a O p 9 From next lower Ta i ht Shown. load m ho 9 reduced b Este if ear length is lintels moat be bearing y g 9 8. For lintels lengths not Shown use safe load from 9 less than 6 I2 inches. next longest length shown 2. NR_ z Not Rated S. All safe load$ in unite of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on almply supported 4. Safe loads based on grade 40 or grade e O Had span. rebar. 11. The number in the the parenthesis indicates the S. One e1 rebar may be substituted For two 5 rebore percent reduction for grade 40 field added In 8' lintels only >. racer. Example T-6' lintel type OF32-I5 safe 6. The designer may evaluate concentrated loads gravity load = 6412es) w/ S% reductioA 9,412 From the safe load tables by calculating the (,85) = 55mi' plf maximum resisting moment and shear at Io away from face of support. TYPE DE51GNA70N F = FILLED WITH GROUT / U = UNFILLED UANTITY'OF 5 REBAR AT BIF OTTOM OF LINTEL CAVITY OFlro=15/1T LOUAN717Y OF 5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH I __ 1 4 -5/5IAGTUA4 8' NOMINAL WIDTH -5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR C.TI U. 5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL Z VARIES) TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL EL SAFE LATERAL RF) WADS L LMTEL BASE LATERAL LOADS (PLF) ( TWBI Lb4eF1 T YFe Boa' PLAIN 84B' 80LID Taul Length Type HEADERE. R PLANHEADER PLAIN BEAVER SOLID T-10' R.9 net 3964 3`-e' Receet 1112 1011 Reset IK8 230 4'-0' Reue! %0 1611 4'-0' Reuel 894 I6Td T Remo{ SeI 531 4'-6' Reuel bDB 116E 'Rase 1% 4-8' Re,JA 5% Me 4'-B' Reset an 105 V-4- R=mp 666 less 5'-8' R9uWt 660tHIT5'-1 .Reset SO Ila e-8' Pieuet 504W-4'Romp 634 1364 T-B R«aet 411 6-6.Recap 612 Gas B-8 9'-8'Resp Remit Sea6'-V 2W Recent 516 121r 1'-6' Remit 446 538 1'-9' Remit 425 sm 8'-s' P..t San 5t4 0'-4- Reset 354 14 V.4' Ramp 211 583 0'-6' Remit 1% 453 41-1. Resat Its bw 4'-0' Remit *4 549 E'-6' Reedit 143 504 13'4' Preset Is AN 14'-c' Rauet 99 397 14-8' Resuaeese NA ml 6'-4' Raeeeeead NA 302 n 1' "A vaead NA 25 I9-4- PI.Vdieed NA n6 10.0' PreeVeeeed NA 159 11 4' Prae4eaeed NA BI 22 -4' Rmlreeeed NA 120 24'-0' Reetistwd NA 53 KR . Not lee on exxtel LO TT S � CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (4117) iI P71? II11N ..♦ N6'0 (n ..♦ (n w nL14- L1 T@e I 15. I 8/8-S-(1) #5/(0) #5 8/6-5-(1) #5/(0) #5 NOMINAL WI➢TH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL 18/16-P-#U/#L] No: OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GEC RAE NOTES: ODES 1.1. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R402.2 d FI 01 1.3. BUILDING FLORIDA BUILDING R CODE RESIDENTIAL, 6TH EDITION CONCRETE SECTIONS 1901E i 3101. 1.3, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI ). 1.4. AMERIGAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FORR BUILDINGS AND OTHER STRUCTURES (ASGE 1-10). 2, @ONGRETE. 22 CONCRETE COMPRESSIVE STRENGTH AT E TDAYS -40 2.IJ. PRE -CAST UYSTANEGARDE6TRrS REINFORCEMENT ,BOO P51 2.12. PRE -CAST W/PRESTRE55 REINFORCEMENT-6000 P51 213. GROUT PER ASTM C416 - 300E PSI W/ MAX. 3/8' AGGREGATE, 8' TO II' SWMP. 2.2. REINFORCING BARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 22.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3. PRE -STRESSED STRANDS A5TM A416 1-WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. - TABLE No, 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE WHITE STEEL UNFILLED aRAVITY CAPACITY rAL rmnu GRAVITY CAPACITY (u5L r1Au UPLIFT CAPACITY nALnrA UPIP CAP4OTY Ill.(NeilR aoG TOP GRAVITY CAPACITY 2'-0' I-V FRI (i17 (2)7 4245 last 78M 652E 0000 3.64 2.21 FRI MW RM 241D 301 3a31 4BI5 4815 4'-0' 1'4 PRECAST (1)7 (2) 1 ree 2111 211E 338E 33M 4'-V V-1' PRECAST (2)IS R)7 1343 2165 2165 260E 2608 4 V 3 4' PRECAST (2) 1 (2)7 1232 Sell 201E 2421 5 4 m' PRECAST (119 (2)7 100E 165E 165E IB0 5 O' 4-6' PRECAST (1)5 f2)7 %0 N23 1433 a 110 6 b 5-2' PIECASI (2)7 110 113E 133E 1st51 6e. 5-4•PRECAST MIA (2)7 11at 11as IW U6' 6'-1' PRECAST N)M (2)4 fD5 510 5l0 991 991 815 d,411 1 .8' b'-4' PRECAST (])r4 (3)7 551 959 959 lB4 B-0' 6'-B' PRECAST !D4 (2)7 51B 903 °.0'f ltl e-C T-0' PECAST MIA (2)7 409 SIH S51 648 9-4' B-0'PRECAST (2)Nt (2)7 4% 126 Me An 0.6 9.1 PRECAST N)4 (2)7 354 60 616 330 II-4' WIS. FREOAST (2)1, (2)5 ea 561 %1 30 601 WO 0.8' PRECAST lW5 C2) 292 tie 525 211 SeI E-b. PRECAST (2)5 1T H9B 4% 251 a-4 g 0' 1 PRECAST (2)5 (2)9 (2)5 Be 46B 4bB 2N 44 442 14.0 E-V FREGAST NIS (2)5 239 430 430 Be ate 14 8 13 4' PRE6TR86ED (W •4 (2)7 N.S. 418 1 418 1 230 446 IB-d I4 O' PRESTRESSED lW4 O17 NR Sit 37B 210 401 1 4' Is, 0- PRE61F£S5ED R)k lD7 N.R 255 288 1be 311 19 4• IB-0 PRESTRESSED C)5. MS NR 214 224 BI 154 20-e IB-B' PRESTRESSED (WS (2)5 NR 201 201 E2 231 21.4 20-0' PR:9TRI (W5 C)5 NR in Ill 01 208 23.0' 20'-B' FRE97R99Ep 1 G)5 (2)5 NR e4 164 We is V FRE9TRE581D I d)IS (2)5 N,¢ E2 132 64 *3 NR- NOT RECOMMENDED TABLE Nw � REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING. LOADS (PLF) 0" X 16 COMPOSITE LINTELS LINTEL LENGTH CLEAR LE SPAN L NTE L TIDE i LINTEL STEEL GRAVITY CAPACITY (0nL flnJ GR4vltt CAPACITY (IAL l:151 UPLIFT CAPYItt OPEL llTal UELIFT CAPAGM CAL (EAU BOTTOM BAR TOP BM 370 76 C T mm� 000E 2.7 PRECAST 091 (2)4WOO stow 1000E PRCAST O)5 f11 0ASO 6139 10000 4'-6' Sidi FRI (W5 a 95r 659E Ices ALB' S,4' P CA6T (2)9 2 Nix 6041 coca; 5'-4' 4'-0' PRECAST MS M4&23 643T 443E 1041 5'-I®' 4-6: PRECAST R)IS ) 5015 3600 543EP.ECA9T R)•4 CP4SITS ]SIBSC)V Ol 4(W4 (E)4SITS 1653 3919� PROUST (2)V (/4 21 291E 203E 30B0 1 0 11".PRECAST ) 2561 2561 193E 2931. B-0' PRECAST Oi % (2)7 25 158E 21 B-4 11-1. 1'-0' CAST IVNr (2)4 (2)7 2a%e la 160E 1Sm6 0'-1. PRECAST (1)7 1969 last 1%9 123E 93 PRECAST C)4 (1)5 1621 I621 We T-4- II'-4' 0-0' PRECAST C)4 (2),S 14 1335 CH, NN4 Bit PRECAST (I)5 MIS (W B35 1335 Rl 654 E19 13 6• IT- PRECAST 451 125E U% 13-/' 12 .0 PRECAST C)5 (2)5 (2)5 1144 1144 me 545 Ip9 4-0 116 PRECAST lD5 (21 110E TOSS 486 012 Jd 8' 13-4 FRESTRES6fl3. (W •d (ll7 1419 1211 4111 902 15 4 Id-V PwSTR:S6ED rW'4 119E TEST bll 823 IT 4 I6.0' TRESSED (L 4 C) 325 641 19 4 IB-0' FFE6TRE9BED M)) 165 155 70 513 200 9TRE69ED CIS (2)5 QC 129 72t 243 419 11.4' 20- 20.0' iRE09E0 C)5 (D5 (2)5 633 63 713 113 430 120 20-8' PRbT (I)5 591 551 591 100 9 24 0' 22 8' FRESiREf£ED (2J5 ... l215 481 41 16r S TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY COAL flhU GRAVITT CAPACITY (Ini. III UPLIFT CAPACITY HxSE (M IJRIFT CAPACITY (InL REAL BOTTOM BAR TOP BAR 3-6' 1-Y' PRECAST (3)5 f1)7 164E 1000E 1000E 1009E 4 0' 2-B' PRECAST C)5 (2)5 5503 1000m 10000 i0090 4.0 3-3 PRE OAST (vn (2) 4143 0090 B541 10000 4 B 3'-4' FRI (317 (L 7 31% 1�0® 1B38 1089E 5.4 4.11 PECAST r1)5 (217 6239 10000 5136 imo 5.0 4-6' RECAST MIS (2)7 W16 B109 Abel 9144 6 4- S-0' PRECAST RW 12)7 &IN 6152 3861 112 b b 5-]' RECAST (2)4 (2)5 625E 6148 3648 6595 RECAST (1)14 (27 Sew 50116 mAI SITS l6 6'-1. FRECAST I ID (2) t 1 4312 437 S6% 450t 6'.4• PRECAST (214 C) K 40as ACES Cass 428E __6 '.6 PRECAST f2)N (217 3130 313E 2218 3B89 B'-4' 11-0' CAST 0)14UA 3420 3420 1018 Seel 84-0' FRCAOT a,'u 2134 2134 0O 2538 V.I. flECAST OJ14 N)7 2211 2211 P33 2269 9'-4- III PlEal (2)5 () lam a54 031 2009 2'-01 10'4 CART C)5 0)5 1119 ITS tic 51B E'-6' II'-9' PRECAST l2)5 (1)5 166, 56l 828 1111 1X-4- E'-0' PRECAST (2)5 (2)5 1501 501 13 1414 1 E'-B' PRECAST (I)S 72TII 13es sea 636 1333 4-8' 3'-e PERT B9ED (2)14 (2)7 TOSS RI 561 1131 15 4 140 PRE8TRE09ED C)14 77)5 n24 II 5% 106E ILA 11 4 li-0' PE9TREESEO (2)V (2)5 (D5 133D 133E 41T 824 IB-0' PRESTRE&ED (Y)5 53 053 334 655 20-c IB-B' PRESTRE$:ETIGBID lD5 T)5 SITS SITS 911 61 314' le,'-0' FE8 D TREBR (113 )5 2 251 540 22 0' PR£5TRPNNu (V5 (2)5 151 215 501 14.0. e-a 23'�B' PRESTRESSED (2)5 fi 655 65 699 815 425 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LEIYIH CLEAR SPAN LNTELTYPE LINTEL STEEL GRAVITY CAPACITY (SAL 60% GRAVITY caRA:Tr (Int (IAU UPLIFT CAPACITY OAL (TAU Ig'LIFT CAP4VEY (IAL (2AU E30TOM BAR Tap BAR 000E 0000 I0000 0000 1.6' ]G. PRECAST G)7 2)7 S%1 000E 10� 0000 4-e ].,. PRECAST (2) `2 ]) bin 10000 11 1000E 4.6 3-3 PRCAIP (2)5 1)7 5014 base 1%5 I0000 4 e 3-4' f1)7 T 7 10=0 5.4 4.V PRECAST FRI (W5 @)7 1650 165E Rose 10000 Tea ties 100d0 4 6 PSI 3 4 623T 10000 513E 154M b-4 64 5 0' PRECAST C)14 (W•4 )7 0 415E 945E 6-b 543 RECAST (1)•4 ])4 ESainas 1000E 448E b.1.5-4` PRECAST (214 )7 0114 8114 948E A131 6He 841E 4 l-b 6-1. PRECAST (W4 115 623E 64I6 3242 6411 1.0 6-4' PRECAST G)4 III)7 593E SOTS 3055 6163 8'-1. 6'-0' PREC46T 5)-4 ''2)5 (2)5 -fW7 5361 5361 2803 i M13 6'-4' 1'-0' PRECAST (W4 4831 483E T5'. 1 5030 a-4' 8'-11 PRECAST (7)14 3126 3126 I%2 3858 0'-6' V.T PRECAST fL4 IW7 2931 R51 1520 3m25 1141 I0'-v PRECAST w5 - 3L5 2553 293 1219 2604 12'-0' 10'-1. PRECAST (2)5 N)5 23M 2305 1123 2S91 V-0 II'-]' PRECAST 0)5 )5 T41 2141 101E 2095 13'-4' E'-0' PRECAST (])5 (vs 1926 1526 WI 1521 14'-V 12'-t' PRECAST (2j5 @)5 I'18 ITS 187 1635 14-8 13-4' PRESTRESSED d7 -4 2345 2345 653 S83 15.4 14-e' PEBTRE6 (2)4 _' 12)7 23e 2136 sib Ire 11 4 16'-0- PRESTRESSED (2) 4 (D 5 e60 1650 Am 918 194 6-0' PRESTRESSED (2)5 !2)5 310 a0 871 135 200 IB B' B FRETRESSED O5 J i3)5 1D5 ITS 341 666 2 4' 10-0' PRESTRESSED (2)5 061 06 062 304 601 Y2,m' 20.8' PEBIREO6ED (i)5 -(2)9I 944 I SIN 1 285 1 565 24 0 11 B' 1 PRESTRESSED (W5 1,fW9 W4 1 W4 1 239 413 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYRE LINTEL STEEL GRAVITY CAPACITY (005L (TAU GRAVITT CAPACITY IIAL (TAU UPLIFT CAPACITY fln-(lnu UPLIFT CAPACITY (IAL (2,)5U BOTTOM BAR TOP BAR 2 - cA T (7) 1 (2)7 099E 0000 0099 3-1 1-2' PRECAST (2)5 0IDm0 0000 10000 1009s 4-0 1'-B' PRECAST (1)5 (1)7 r9t6 le@00 1000E 4-6' 9'-2' PRECAei (2)5 FW5 60IDt 090E 10000 1000E 4 B 3'-4' PRECAST (2) `11 17 beet 0s¢s 1009E 10099 5.4 4'-0' PRECAST 0)5 )7 Sal 000E 8%5 1000m 5.0' 4'-V PRECAST (2/•3 I '1381 0009 bees, 000E V-4' 5'-0' PRECAST (W4 564I 10908 6 6' 5-T PRECAST (2)R 15 ANNO 00s0 Ses 1000E 6-B R.4'PRECAST 12)4 )5 Seat macs 5021 I¢01 16 6'-2' PREOA5i (W•4 !(2) ) 1400 996E 3848 1 W9l B6'4' PRECAST (W'4 )7T054 SITS %6S t316 -1.PRECAST (W•4 )5 645 real 3328 6661 0' LAST eV14 )1 WIT b933 31 609E9 4' B 0'PRECAST (1).4 )G 456T Sees Me 410 9 Y CAST Iv) )5 3526 3544 1901I.4' 0-1.PRECAST (VIt W5 329E 329E $21 3098 4.0' 10-B' FRSI (2)5 2938 2996 B% 2133 13 B II 2' PRECAST (2)5 C)IS 211E 210 Ian 1499 13 4' 12_V PRECAST (2)5 C)5 140 241E sell 14 c W-8' PRECAST TVs III 2216 211E SIT 1I 140 13-4' PRESTRESSED 1114 10T 261E Tab 11431 IS4 14-0' PEED (W4 ()7 161E Male 6a3 1 I14 16'-0' PRESTRESSWRISMED (WS 5 111 S Ia 3 Ig I6-0' PRESTRESSED l3)5 (215 160E Is, l 413 NB - 20 ID IB-8' PRESTRESSED (2)It (W5 IS 14%50 35 163 21 4' 20'-0' PRESTRESSED fV5 fW5 1 805 Ass 3 66 22 0' 22-6- PRESTRE5&SO (2)5 (115 1222 3D 29 24 ID' 1T-8' PRE61RE50ED 11)5 (2)5 014 O IOTA 266 'Yl1 TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) „\ 8" X 6" LINTELS LNTEL LENGTH CLEAR LINTEL TYPE LNiEL STEEL PAN GRAVITY CAPACITY GRAVITY GAPAdtt lOAL (InU GRAVITY CAPACITY f1154 fIAPRECAST UPLIFT CAPACITY r1AL (TAU 1q+LlP CAPACtt' (3AJ rIA4413 SPAN BOTTOM BAR 70P BAR (i 21B SIC 3 3 6' 1-2' FRBCABi ) () 66 1065: 'I065 145 248E 4 0 2-W FTECAFT () 7 11 14Z Alta ISe3 563 4-1 3-T PRECAST (2) 19 1151 1151 N48 Was 4-1.3'-4' PRECAST f3)5 BO6 108E OBI BSe Bat - 5 4 4'-1' RECAST (2) `3 C)5 bag so 930 1114 114 5.0 4.W RECAST (115 (2) 1 all Sea B03 936 See e d 5 0' PRECAST ! (2)5 494 141 Al 116 E91 6 6 5-1.PEGAS i 4 I 476 119 1H ISO 870 6-1' 111' RECAST 4 (2)7 458 Wa Sea Sea 1% T.6' 6-2' RECAST (2)4 12)5 381 506 5 SE "I 1.6' 6 4' PfECAbT (2)4 (2) 315 Sea 566 ASS Hl B 0' 6-B' C49i (2)n 353 536 SIX 452 605 PRECAST 1 4 fD7 334 Sol 411 516 9.4' a-0' CABi ) M12 286 As 635 316 ASA 10 6 9 2 CASs I l (2)7 20 311 312 23S 423 II.4 0-0 I PRECAST I ()5 d)S 20 345 345 Y39 330 11'-0' O'-B' 1 PRECAST III f2)5 ]03 m Gal 113 115 245 245 51 1 1% 13'-4' n'-0' PRECAST (L5 BI 191 19] 80 IBB 14'-c' 12'-e' PREGlSi (W 5 b I60 161 09 6l TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER UNTIL. LENGTH CLEAR SPAN LNTELTYPE UNITEDSTEELUNFILLED GRAVITY I cAPAcTr GRAVITY CAPACITY (IAL CIAO GRAVITY CAPACITY AAL(TAU UPLIFT CAPACITY nAL(InU LFLIFT CAPACITY TESL CAN BOTTOM BAR TOP EAR 3'-B 14' CASt a 5 (2)5 Hb 169 169 ]34 4'0 2A' FRECAn INK IV 151 1415 1425 less H63 4' -T 1-10' FRECAST (:)5 OM 104E RIC 1320 IIH ITS 4'-4' 34' PRECAST Mn 0W5 SO 113E 119E au, late 4'-8' 9'-4' CA9i (W5 (2)7 8?ib 108E 108E Tate Tate 5'-B' 4'-4' CAST (W5 (1) 5% B46 646 6'-8' T M)4 2 693 SEE EBB 15 V_`P 6'-4' OAST' ( 11 315 ale as$ Sea SeB 499 641 B'-8' 64 1'-4' PRECAST 1294 (2)r4 (2) AS 9n us, 546 9'-B' B',4' PRECAST (1)4 (1)2 213 213 4B As 46 191 412 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: FM 150E PSI. 33, MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4A. 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 (2011), SECTION R606.14 OR PLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 �3 (1) #5 CONTINUOUS 313. A-8"X%" KNOCKOUT BLOCK TOP BARS: SEE SCHEDULE ) #5 CONTINUOUS Tl " STIRRUPS AT a-0" cc OR WELDED) TOM BAR SCHEDULE (PRECAST) 1@' 8/16-BS-(1) #5/(1) #5 PRECAST (1) #5 CONTINUOUS Ig 313. B"X16" KNOCKOUT BLOCK e.• •, A' TIN 6P ACED FIE D) m .r•: TOP BARS: �• :�' SEE SCHEDULE 1 I' (1) #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0" cc elm ,--� _ ••Lyn (TIED OR WELDED) STRESS RELIEVED PRESTRESSED 15, 8/16-S-(1) #5/(1) #5 PRESTRESSED 3P' , 14 N. 3J11 3p" 3P' 8/16-S8/16-S 0)#5/0)#55#5/0) #5 TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LNTEL LETK•TH CLEAR SPAN LINTEL TYPE LINTEL 6TEEL. GRAVITY CAPACITY (IDAL fll 0000 000@ SITS 694E 6364 5543 10000 000c 10000 GRAVITY CAPACITY (IAL COSH 00s0 10000 000E 1000E 1000c is= ease 10000 moss Texas UPLET CAPACITY (IAL (1 SE woo 1000E 1600E Ime ones %IS 1B16 6529 665 5 I UPLIP CAPAC17Y (IAL (115'J 009E lowo 1009E 1009E 000E Iasi mace, 10000 1=0 10000 BOTTOM BAR TOP BAR ) 1 (117 (2) IS (2) 7 M 7 (2)4 (WIS l2)7 (2) 7 1-0' -6 PRECAST (2)7 9-6' 1.1. PRECAST (W7 - 4-s' S-B' PRECAST (L7 4'-b' PRECAST 3'-4' PRECAST (2)7 5'-4- 4'-0' PRECAST (W 5 PRECAST (215 6'-4' 5'-0' PRErAT MIA 6-e' S'2' PRECAST 104 6'-B' 5' 4' PRECAST rW 4 1-6' 6 -2' PRECAST R) 4 (2) 5 85611 1 His l V. b4' 1 PRELA5- rD 4 (2) 7 bit iewe 424E BAST 1.0. 6-11 PRECAST (2)IT INN (2)7 (W5 1436 6794 5293 1 1000E 1009E ease 3 VNe 2121 1127 1060 5501 B -4° 1-1' PRECAST (W4 PRECAST (2) `4 PRECAST (2)4 (2)7 4006 5043 20N 4248 II. 1V_V PRCA9T (V4 (])5 (2)5 4221 Sit 4221 31H. Fee 1549 3593 arc 124 Im-B' FRECAFT U)s vrL PELA5T N)s fW fY15 19% les 344 2131 141E 12 1 B99 25 5-4' I1-0' C PRE 48T Id -0'. V-B' PREOABT G)5 (215 (219 219E 113E ses 270E la e' a =4' PRESIRE86ED () 4 r)7 T uBa 14-0' s PRE9 RE 4 b55 IT 4' 16 0' PE TRam (2I4 (Y 5 1 044 PRESTRESSED I 31 0' PRESTRESSED N)5 A -a' 201- 20 0' FRFSTRE85ED CIS f1)5 ( 3 61 61 649 20'-8' FRE9TRE%ED (W 5 E4'-0' 2]'-8' PRESTRE98ED (315 r444 TABLE No 8 REINFORCING SCHEDULE & TO SAFE WORKING LOADS (PILE) 8" X 14" COMPOSITE LINTELS LINTEL BOTH CLEAR LINTEL TYPE LNRL. STEEL BOTTOM BAR TOP BAR GRAVITY CAPACITY (OnL TART GR4NTY CAPACITY IIIIII UPLIFT CAPACITY (IAL rIAU UPLIFT CAPACITY rinL CAU SPAN RMIUPINI 10000 batten -6' E-2' PRECAST (2)V - 2.0' PRI (2)7 [W7 Is000 e-1. a-]' PRECAST (D7 (2)5FW- 2141 tW1 ] e118 4.8' Y' RECAST (2)5 (y7 2619 629E 111E d-4' 4'-0' PRECAST (W5 (2)•I 4111 4411 3119 4B50 5-IV 1'-1. PRECAST (2)5 (1J7 3344 3564 5 906E 1-0' PRECAST (WV (2) M35 3038 2 Sit 1.1. FRCAST MIA (2)R (2)IR ( N (2)7 (2)5 CU5 O (2)9 (y5 2881 2138 1193 2108 1951 1W5 1511 obt 1138 104E Bea 902 B42 2011 2138 2199 2100 1551 Felt 1511 1265 1138 041 104E W2 B42 2313 2239 On 1646 14 3 0b4 6' 5 511 465 414 Sob 28se 23M 2113 208E 15115 159E 1324 II01 0B 101E We %B b-8' S-' 4 FREcnsT f1)4 Y6' 6.3' PRECAST 4)4 l B' b --0' PREG40i N 4. e-0' b-8' PECA$t (D •4 PRECAST ❑)4 - 9-C B-V PRECAST [D •4 0.64 9-T PRECAST (21114 it-4' 010' PRECAST CIS E'-0' 0'-V PRECAST (W5 p'-b' ILIT PRECAST a)5 PRECAST MS - 14'-O' U'-B' PRECAST RV -5 TABLE No. 10 REINFORCING, SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" X 14" RECESS DOOR HEADER LINTEL TH CLEAR SPIN' LINTEL TYPE LNTR III GRAVITY CAPACITY (0AL (IFAI GRAVITY 44PACITY flAL fl JJ UPLIFT CAPAch' not n�U - BORON BAR TOP BAR 3-B T 2 0�0 ens IA& 2'E' PRECAST 0)7 (2)1 %51 009E 144E 34' 2Y0' PRECAST 0M (2), 330E 925E 6163 4'-4' 3'-0' PRECAST (W4 (S)7 3008 3 6B9illV-46'8' I 5-4' FELAST (V`4 ()5 2135 200 22591'-8' 6-4' CAST (1)4 208 2� 1645B'-B'1-4' PRECAST (W'4 C)7 IB09 TAN 124E 9'-1.B'-4' PRECAST fJ)•4 Sib J436 9T4 3R" 814-S(11#5/(11#5 3P" BE, A R C H I T E C T S 4Desi n G ro u LLB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � �om�o■000m� SUBDIV. & LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA "17I1211,I li,C D : 6/21/19 CALI33: 1 /4"=11- 0 ]a SHEET 3. 1 or 0 SQ.FT. CALC.'S 15T FLR. LIVING 1,452 SQ, FT. TOTAL LIVING ENTRY PATIO GARAGE 1,452 19 18 3S3 SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 1,882 SQ. FT. CUBIC VOLUME LIVING 12032 SQ, FT. EXTERIOR MASONRY WALL BRCS, HEIGHTS 8'-8' BRG. LOAD BR'a, WALL NON-BRG.WALL COWONEQT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE WN/DFL 89E ZONE 160 MPH WIND FOOTAGE DESIGNATION WDTH HEu rr 1 112 16 -0' 192' $4' 5 26.0V -44.03 OHCsD 2 20 3068 DR. 36' 80' 4 30b4/ -30b4 3 11 25-SH 38' 63' 4 3231/ -42b2 EGRESS 4 11 E�S 38' 63, 4 3231/ -42b2 5 42 5068 SGD 14' 80' 5 28.14/ -51.09 6 11 25-5H 36, 63' 4 3231/ -42.62 1 11 25-SH 38' 63, 4 3231/ -42.62 8 11 36, 63, 5 30b4/ -51.16 EGRESS 9 11 25-5H 38, 63, 5 30b4/ -51,18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH CB SECOND GUST) VOLT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICENT=+.18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOW6 THESE PRESSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2* u CABINET SECTION FLUUR JTP LL A N SCALE: 1/4 = 1'-0' ELEVATION '15' °o 0 25'-2" BM PATIO 6'-O'x3'-0 H5 O BM ■ ■ ■ ■ ■ ■ 5068 SGD 25-SH I I R/TIC BM N ip 6 m m 25-SH DINING I GREAT ROOM 1 8,_a-8, CLG. 8'-8' GLG. 1 I � I m 9'-O" I �✓�� I I I oIO o jr, I A I I 3 i2 Ig" 2,-8" 3'-2" I 5'-10" 4'-S, KITCHEN R/f C AD OUT WALL N _ ° 12 AFF. �p Lu == ------ 1 3-5H 11-1 2x8 J �` A/c 1 SHOWER HEAD ® 6'-8' AFF. _ BEDROOM 3 10'-O'XII'-0' 8'-8' CLG. BEDROOM 2 12'-0'xl0'-0' 8'-8' CLG. 13'-2" _ N � H s CLG. d) Nw aFo 3'-10" 5'-6' — C -- r R1+Cs i 1 FOYER I I UI� 3 a' -a' CL& 246 @ `„ M.T. O m 2 i0 u I m I� 25-SH EGRESS �JI 40' - 0" OWNER'S SUITE 14'-O'xl3'-4' v 14' -10" �I �I W.I.C. I 8'-8' CLC% "Awl 25-SHE EGRESS � ONW 9 e V-8' AFF. c 1 R/T 6 Q 5' 2" 3'-0 tinll �711 N- m N 0. BATH��^ ��� 8'-8' CLG ( it BOLLAA G I ATTIC' 1 GOND. � ACCESS j 2-CAR GARAGE IS'-0'x20'-0' ELECTRICAL PANEL PAD -OUT STRUCK BLOCK e GARAGE WALL �r I,_o, X 1'-o, OHGD I -- HE, r- m @ v REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Design GroU LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-0078 W W W.abdesigngroupxom l AA #: 0003325 r � �IIII'llll� SU$DIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-Ol PROJECT#: R5025.054/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA JN 9 D,(AT3k: 6 /21 /19 AII CALE: 1 /4"= l' - O" SHEET or 0 12 5t> DECO SHUTTER 1'-0" - 6'-8" HDR. HGT. OL TEXTURED CEMENTIOUS COATING PER (ASTM (TYP) (•I I•I I•I 10I (•I I•I I•) I•I ICI ICI I4I IaI ATTIC VENT CALLS AREA OF ATTIC 1864SQ.Ff. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.Ff. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 SQ.DI. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 116 SQ.1NJVW SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQW VENTILATION IN TOP OF ROOF 447 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF —6' W. SCORED LINE (TYP) BRG. HGT. 1'-0° HGT. TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 0' 0" FIN. FLR.h 0'-0" FIN. FLR. - - - - FRO`NT E"LE T1 1 V SCALE: 1/4 = I'-0" ELEVATION 'E5' V-8" BRG. HGT. 1'-0 HDR HGT.h 0'-0" FIN. FLR.OL _ _—_-- 8'-8" BRG 1'-0 6'-8" HDR. HGT, - 0 0'-0" FIN. FLR. _ 5 OFF -RIDGE VENT TEXTURED CEMENTIOUS COATING PER (ASTM C92(o)ITYPJ� S'-8" BRCS. HGT. - 1'-0" 6'-8" HDR. 0'-0" FIN. FLR, L EFT ELETI N SCALE: 1/4 = I'-0" ELEVATION 'E3' 5 12 � TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP)- --- --- -- —- OFF -RIDGE VENT ------------- REAR EL'EVATION SCALE: 1/4 = I'-0' ELEVATION 'Ei' 2'-0" —8" BRG. HGT- 0'-0" FIN. FLR. 512 � 12 t5 OFF —RIDGE VENT OFF —RIDGE VENT BRG. HGT. 1'-0" ----------------------------- TEXTURED CEMENTIOUS ■ COATING PER (ASTM C92(o)(TYP)---� - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - --------o0'-0" FIN. FLR. RIGHT FELE"TI SCALE: 1/4 = 1'-0' ELEVATION 'B' s- c- m. ,- -0" FIN. FLR. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Design Gro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 nnemi � emneeeoe.� SUBDI T: OAKLAND LAKE (LOT 54) AetODEL: 1452 xxxoo—ol PROJECT#: R5025.054/00001 PAGE: ELEVATIONS L160 MPH EXP. C ARCHITECT. STATE OF FLORIDA D/ Tl3: 6/21/19 GALE: 1/4"= l' — o" /SHEET 5 OF C ;, tl� 1 tl E C LILT ' .i b S CH E D ��l/ ll ) 11 � CONTROL D.]TE: 0,-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-I6 1450 HTA 16-IB 1400 (V IOd x I IQ' I-PLT, (b) 166 2-PLY, (USP. (10) 106 X I Ill' - ND 166 OPTION) (2) META-16 19b5 4) HTA I6-I0 2800 (10) 10d x I IQ' -PLY, (USP: (10) UDd x 1 I49 200 (14) Ibd 2-PLY /U6P: NO 16d OPTION) HETA-16 'VO HTA 16 166 (S) II x I In' HPLY, (e) 16d 2-PLY USP: (10) 10d x I In',: NO Ibd OPTION HETA-20 1810 HTA 20 ISIS (9) 1Od x I IQ' -PLY, (a) II 2-PLY USP: (10) 106 x I In', NO II OPTION >_ 4' (2) HETA-30 2035 (D HTA-20 3110 (10) 11 x i In. bPLY USE: (10) 10d x I IQ' 2600 112116d 2-PLY (USP: NO 16d OPTION) Z 0 N LGT-2 2150 LUGT-2 IS15 (V - 1/4' x 2 1/4' TITEN, 2 PLY (USP: ELK (5) I/A' HIS, UJOOD (I6) 1Od DETAL-20 2480 NO USP CONVERSION FOR 61MP50N DETAL-20 ('.61 - 10d x I IR, I PLY Q MGi • 3965 MUGT 4000 ('J 5/B' ATR IN HIGH 9TRENGTH EPDXY MIN. R' EMBED). (22110d TO UIOOD lU6P: /28) 1md TO WOOD) HGT-2 10980 HUGT-2 9365 (2) 3/4' ATR N HIGH STRENGTH EPDXY (MIN. 2' EMBED), 06) 1Od TO WOOD (USP: WOOD (S) 10d) HGT-3 II HUGT-3 9365 (2) 3/4- ATR N HIGH STRENGTH EPDXY (MIN. R' EMBED; (16)106 TO WOOD (USP: WOOD (6)10d) LG73-SDS2S 3265 LUG7-3 5330 (Y1l eDe i/4'x2 IR' TO GIRDER <4/ 3/8' x 5' TITEN HD TO WALL (USP: GONG. l4) 3/B' x 5' WEDGE BOLT, WOOD (12) U1915) LTA2 1210 PARALLEL TO WALL I425 PERPENDICULAR TO WALL LETA 155E (I0) II x 1-1/2' (USP: (10) IOd x I IR' VGT 4940 NO L15P CONVERSION FOR SIMPSON VGT l) INV ATR N HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06J-6DS 1/4'X3' TO WOOD (2> VGT III NO USP CONVERSION FOR SIMPSON (2) VGT) (2) S/B' A.TR, IN HIGH STRENGTH EPDXY MIN. 12' EMBED), (32)-505 1/4'x3' 12 PLY MTB-12 1000 HTW 12 1555 04) 106 x 1 IR' IUSP: (14) 10d x I IR', (14) 106) (n d HTS-16 1150 HTW I6 I66O 116) 1Od x 1 1/2' (USP: (IS) 106 x I n% (16) 106) H76-20 1450 HTW 20 2045 (24) IOd x I IR' IUSP: (24) 100 x I In', (20) 10d) H7B-24 1450 HTW 24 2045 (24) I0 x 1 In' (USP: (24) IOd x I IR', (20) IOd) LSTA-12 . 925 LETA 12 910 (10) 10d USE: (10) IOd LSTA-16 + 1235 LETA IB 1360 (14)11 USP: (14) 1Od META -la ++ ISIS META-10 1315 (14)11 USE; (14)106 M6TA-24 H 1640 M5TA-24 1ISO (18) II USP: (18) 10d MSTA-30 .. 2050 META-30 2140 (22)11 USP: (22) 10d M57A-36 + 2050 MSTA-36 2525 (26)10d USP: (26)1Od H M5T1-36 3S00 KBTI 236 3090 (36110d x I IR' USP: (36) IOd x i IQ' (n MST1-40 5065 K751 248 4250 (48) IOd x I VT USP: (46) 10d x I II 46 950 LETA 6 1595 (5) 5d TO PLATES, (6) ed TO STUDS (USP: (16) 6d x I In.,.(16) 8d) SPA 885 5P7 4 945 (6) 1Od x I In' TO ENDS USP: (6) 10d x I la' TO STUDS A34 395 MP 34 410 (4) Bd x I In' TO BEAM, (4) ed x I V2' TO POST. USP: (4) Bd x 119' TO BEAM, (4) BF! x I IR' TO POST. HCP2 645 FLOE 2 1070 02) 10d x 1 V2' USE: (10) 106 x I I/2' TO TRUSS (10) 106 X 1 In' TO PLATE LIDA 1340 RT 16A 2180 (18)10d x i IR' USP: (9) 10d x I I¢' TO TRUSS, (8) 11 X IVY TO PLATE YGT I HDU4 4565 PLO 4A 4535 l W)-6D5 1/4'x3' TO WOOD,. (10)-SDS I/4'x2 IR' W/ THREADED ROD, (2) NUTSN)ASHER/2 PLY USP: 5/8' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, NO) WSW WOOD SCREWS VGT 8 HDIB 4940 TON 10 5110 (I6)-505 I/4'x3' TO WOOD, (3)-3/4' STUD 5OLT5 W/ THREADED ROD, (2) NUTS/WASI-IER/2PLY USP: I/B' ATR MIN. I- EMBED SET IN HIGH STRENGTH EPDXY, 14) 7/8" THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/e' A.TR IN HIGH STRENGTH EPDXY. (MIN. ,' EMBED.) IN CONC., (12)16d TO WOOD USP: SAME 45 SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8' A.T.R. N HIGH STRENGTH EPDXY, (MIN. ,' EMBED.) IN CONC, (12)166 TO WOOD USP: SAME 45 SIMPSON N L7719 a 1340 LT5 E 1205 (V 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. I' EMBED) IN CONC, (5A0d TO WOOD U5P: SAME AS SIMP60N LTT20B ... 1500 LT6 20B 1105 (I) IR' ATR N HIGH STRENGTH EPDXY, (MIN. T' EMBED) IN CONC, (ICAOd TO WOOD USP: 3/4' ATR MIN I' EMBED SET IN HIGH 5TRENGTH EPDXY, NO) 100, (!0) 10d x 1 I/2', 2-IR' (� z Q HTT4 4455 HTT45 4465 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. I- EMBED) IN CONC- (18) SOW X I In' ❑16P: (20) Ibd x 2-IR9 USE HAS MORE NAIL OPTIONS: (20) 106, (20)10d x I-V2', (20) 16d x 2 Id' HTTS FHDCII-SOS 29• 5090 HTT45 5430 (I) 5/B' A.TR IN HIGH STRENGTH EPDXY (MIN.," EMBED,) IN CONI (26) 16d X 2 In' (USP: (20) 16d x 2-1/29 USP HAS MORE NAIL OPTIONS, (23) 10d, (28) 1Od x -IQ', (20) 166 x 2 'a. 11SI0 UPHD II 12090 (U 1' AT.R N HIGH STRENGTH EPDXY, (MIN. 10' EMBEO.) IN CONC- l240 5D6 a' x 25' LOCO SCREWS (U6P: (24) W63.0D SCREWS) HDIB 6645 TDX 10 GO (I) 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED) IN CONQ, (3) 3/4' 57UD BOLTS TO WOOD (USE. (4) THE, BOLTS) (n MENA 3,56AI25 3415 5330 NFM35XI2U 3165 1130 SIMPSON: (U 3/4' A.TR, IN HIGH STRENGTH EPDXY, (MIN, 6,15' EMBEDMENT) IN OML. TOP, (V 3/4, AT.R IN HIGH STRENGTH EPDXY, (MIN. 6.T5' EMBEDMEN9 IN CML. FACE, (18)I06 TO BEAM U5P: (1) IR' HBOLT W/ MINIMUM 6: EMBED. I NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' CIA ITW RAMI ET/REDHEAD OYNA BOLT SLEEVE ANCHOR OR ISO. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. Ld LLI C7 HUSC412 (WOOD) 3635 2660 (FLR HU54121F So" 2530 (FLR) (i0) Ibd TO HEADER (10) I6d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 5225 (ROOF) Z = HUC410 (CMU1 1&10 GOSS HD410 IF 1905 3115 (IB) 1/4' x 2-3/4' TITEN lS PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, (18)1/4' a 3' W 53 SCREWS, (10) IOd TO WOOD. HU0210-2 (CMU) IBIO 50M HD210-21F 1905 3115 (Ie) 1/4' x 2.3/4- TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IB/ I/4' x 3' Wl°.3 $CREWS, (10110d TO LOOD HUC210-3 (CMU) 1810 4000 HD210-31F SOS 3175 (ib) 1/4' x 2-3/4' TITEN (6 PER FLANGE) TO CMU, (10) IOd TO WOOD: (U6P. /IB) I/4' x 3' W53 SCREWW, (10) 0d TO WOOD, LGL'M26-2-SOS 1430 SEES NO USP CONVERSION FOR 6'MP50N LGUM26-2-SD5 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SD5 SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE', CONTACT THE ARCHITECT/ENGINEER OF REOORO FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUG'S OR USE - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 16 GREATER THAN ,' DEEP, THE VERTICAL CELL IN CMW WALL MUST BE FILLED SOLID L./ GROUT, 1Cd COMMON NAILS CAN BE SUB ✓ SUBSTITUTED WITH 10d x : 112' NAILS IN CONJUNCTION WITL A 25% RED-- ON IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FRCP THE ARCHITECT IS REPUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. (n MINIMUM EMBEDMENT INTO THE TOP OF A EONDBEAM WILL BE 5, MINIMUM EMBEDMENT IN'O THE °OLND4':0N 'LILL BE ,' L H A,T.R. = A-301 ALL THREAD ROD (51ZE, PROTECTION TYPE, LENGTH, ETC. vARIEB) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNEC70R5. THE CC'NT4 C-OR - 5T BE RESPON5'.5LE FOR MAKING SURE THAT THE PROPER CORROEION PRO-ECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE 5TAINLE55 STEEL FA67ENERB WHEN USING ZMAX / HG1G GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER AST--AI53 USE OF EXPANSION ANCHORS WILL BE EVA_UATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO 'J5E. ALL CONNECTOR VALUES BASED ON SIMPSON "LOCO CONSTRUCTION CONNECTORS C-2013' , 'HIGH WI -RE5b \- CvA,BTRUCTICN C-ILAO5, .1Nn ANCHORING a FASTENING SYSTEMS FOR CONCRETE e MASONRY CATALOG C-546 2012. E EXTERIOR MASONRY WALL 5%. HEIGHTS 0 V-a, BRG. LOAD 5%. WALL NON -BD MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO V-m' TO 81-0' UN.O. 4'-II I!2' '1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 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 FUR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR, LINE (2) META-16 r X U GABLE END BRACING SEE DTL. '4' SHEET D4 I��'' 1'1' 111 F FRAMING PLAN SCALE: 1/4 1'-0' ELEVATION IV (2) META-16 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Design rO u p LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 r � �somomomo� sysDIV. 8c LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA 6 /21 /19 SdALE:-1/4"=1'-O" SHEET 6 OF ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GROUND FAULT CxF1 RECEPTACLE INTERIPTER (TAMPER RESISTANT TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION I10V DUPLEX EQUIFFED W/ GROM FAULT ids, RECEPTACLE INTERUPTER (WEATHER PROOF) SWITCH 3-WAY SWITCH `r4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED �^( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE - VAPOR PROOF )p( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET — LOW VOLTAGE PANEL p PANEL METER SD SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILMG BOX REQUIRED TO BE O J BOX SUFPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR NSPECTION FLOOD LIGHT DG DOOR CHIMES TY TELEVISION JACK = TELEPHONE JACK/ CAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10,450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE PATIO WP DINING GREAT ROOM L. II ■ II `. (3) 0 2/0 THHN/THU.N COPPER CONDUCTORS, (1) " 6 THHN/THLUN COPPER GROUND IN 2" CONDUIT. JACK — ' I / O TRANSFORMER BANK: !i VOLTAGE: 1620/13200-240/480V NEMA 3R DED. 20 AMP SERVICE: SINGLE PHASE 200 AMID OUTLET FOR — 1 TYPE: UNDERGROUND COMBO VOLT 42 M. WAVE �\ 1-L I 4VAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDE::(120/240 VOLTS) M AND METER 1` MAXIMUM FAULT CURRENT: I9390 amp& CANvi, 7 POUTER COMPANY 200 ; KITCHEN I TRANSFORMER AMP. PHONE DATA CABLE / TV ? 1�/ UIEle WEATHER PROOF BOX PROOF Box A/C \ ----- SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOUD VOLTAGE CONNECTIONS I / GRADE LINE BEDROOM 3 PROVIDE 04 THI-N/THU1N COPPER CONNECTED BATH 1 ' 200 4t' I P E L E G T R I G,4 L RISER TO CONCRETE ENCASED FOOTER STEEL AND NOTE: COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY U1/ NOTE. IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BONrj/GROUND TO COLD WATER PIPE. i CODES, AND THE LOCAL POUTER CO. bQ R/A FOYER I F 2-1 CMD O - � �u BEDROOM 2 ■ (III ENTRY NI ELECTIAZICAL PLAN SCALE: 1/4 = 1'-0' ELEVATION '8' h II I -07 -_ ---- COACH LIGHT OWNER'S SUITE i 0. BATH LF W.I.C. I IGFI a �!U 44' AFF / IL"— I --J LIGHT 4 SWITCH IN ATTIC \�\ 2—CAR GARAGE II I GFI CLG. :8: OUTLET I i SPRINKLER CONTROL i ---------------------- REVIEWED FOR )DE COMPLIANCE r. LUCIE COUNTY BOCC FILE COPY irk WP GFI 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 t �0©©0©0©001 E 8 0 cc SLTBDIV. 8c LOT: OAKLAND LAKE (LOT 54) MODEL 1452 XXX00—01 PROJECT#: R5025.054/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ATE: 6 /21 /19 CALF: 1/4"=1'—O" 811EET 7 OF NVR - Business Use Only Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3). Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 1S264.2 N/A Use %" Tapcon with sufficient length to achieve a 1 #' 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 # 10 Wood Screw with sufficient length to achieve 1.1/4' embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +2810.42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill (6), Jamb (S) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'O"x8'0" FL 5891.5 N/A ITW Tapcon X", Min Embedment 1.1/4', Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4', Min Clearance to edge 1', Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.s" O.0 Garage Doors +25.91/-31.39 +36/42 Clopay 160 model 73W6 FL 1654&4 N/A Jamb to block on vertical jamb 4" X 1 4" min embedded Tapcon. Max spacing of 1 2" and 1" OD steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, $G Tapcons or 1/4" X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: seal Design Prof: Architect Cert. No. AR0012079 Date: REA WED FOR ODE OMPLIANCE 'T. LU IE COUNTY FILE COPY A R C H I T E C T S Design Gro up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigrigroup.com AA #: 0003325 r � L 0�00■DDDOJ E 8 Cd E O L L svBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D ATE: 6/21/19 CALE: 1/4"=1'-0" SHEET OF 8 (0 9 REBAR VERTICALLY CU 9 REBAR VERTICALLY W/ GCNC. - W/ CONC. POURED CELL (25' MIN LAP) POURED CELL (25' MN LAP) _ R-4.1 NSUL. MIN. TEXTURED CEMENTIOUS COATNG e' cm z W PER (ASTM CW&) (TTTFI �a ? z p - n f� a, cm �-, L IR' G7P. ILL. BD. p CURB HEIGHT VARIES O WOOD BASE _ - W z zor ONC„ REINF. W/ 6'x6' WWF OR FIBERIESH ONWIAxWIA e_ POLY ETHYLENE VAPORR UAIF �� ON WELL -COMPACTED 703RE5AR ON 6-MIL POLY ETHYLENE 7ER'MITE TREATED FILL VAPOR BARRIER ON zW MP TED CLEAN W �Mrrr 4' 4' 4'(2) TIELL- E TR A L 4 4 4 ATED FILL mON U 9 REBAR ON CkIAIRB CHAIRS 1-STORY FOOTING 1-STORY FOOTING W BLOCK WALL A AT GARAGE 1 WALL BEYOND EYOND I�WALL B 3/4' RECESS PAYERS GARAGE DOOR 3 W CONC, III IW 06' z WL4AU4 6LLF OR IIION 6-MIL POLY ETHriRE VAPOR w BARRIER O6ELL-COMPACTED . Q r CLEAN IEaMRE TREATED ALL is -� • • �3 IR' CONG„ REtt-F. W/ 6'x6' - _� WIAxW1A UALF OR FIBEPoMESH ON 6-MIL POLY ETHYLENE VAPOR „a 3 I/2' LONG„ IEINF. W/ 6'xb' 3 It2' L4 NC,WIF II FI W/ 6*x I -I ON a PAVER EASE BARRIER WELREATED r- 6-MIL POLY ETHYLENE VAPOR BARRIERONTERMITE LTRE�D 5 REBAR ON M FILL FWTMG e• I'-m' CLEAN TERMITE TREATED FILLCLEAN FILL zE 4' 4' CHAIRS BEYOND (0 9 REBAR ON CHAIRS E 4' 4' 4' 6' RECESS FOR PAVERS _ EXTEND 8 m GARAGE STEP-UP LIIDER�II (2) 9 REBAR ON CHAIRS NON -BEARING GARAGE DOOR FOOTING PAVER RECESS @ ENTRY DOOR J t1 SGA Ev I/L 0�� REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SEE MANUF. PRODUCT DETAILS BOCC FOR REQUIRED SIZE AND DEPTI z OF II FOR 84D. TRACK L w VARIES Q FINISH FLOOR (U 9 REBAR SET IN SIMPSON HIGH " & z STRENGTH EPDXY 6' EMBED. MIN. C2) 9 MBAR • I -STORY w, L (3) 9 REBAR • 2-STORY a - < > a OUTSIDE REBAR TO BE CONTNUOUS 3 I/1' CCNC, REINF. W/ 6'xb' n UAXW14 UALF OR PEWI ESH ON ° ®AIRIER ONEI�LCCOOIMVPAOTED FILE COP' CLEAN TERMITE TREATED FILL 2'-i' MIN. LAP SLAB AT S. G. D. TYP. RETROFIT FOR 11 SCALE1'.I'-O' A OMITTED DOWELS rR� REBAR LAP AT FOOTING ALE: •I-0' JJ SCALE: 1/1'•'-0� VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK IFTIE GROUTED BOND BEAM I VARIES PER ELEV. z a, C „ I° d p CLEANOUT REQUIRED -� FOR INSPECTION z 0'-0' FIN. FLR !U 9 VERT. DOWEL „ LAPPED W/ BOND BEAM ° °� TIE VERTICAL REBAR !0 9 REBAR AT CORNERS ° °a TO HORIZATICNAL - a.°- MBAR W/ 10' HOOK W/ 2S' LAP MIN. U TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS G Ev�•I�O� ��1 REINFORCING 1 1� _ :I11'•I'-0' A R C H IT E C T S Design ro u P LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �eaaoeooao� SUHDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 moo-ol PROJECT#: R5025.054/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA ,RUN 2- 6/21/19 8)bALE:.1 /4"= l' - 0" SHEET DI NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED TO PLUMB JAMB. TO PLUMB JAMB. Do NOT EXCEED' ❑ DO NOT EXCEED' 8' CMU BLOCK 8' CMU BLOCK ' DRYWALL' DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or �'x4' MIN. � OCKING Ix4 or Ix2 P.T. NAILER(SEE P.T. lx4 or �'x4' MIN. FASTENER SCHEDULE EFFOR ATTAJAMB CHMENT) DOOR CASING FASTENER SCHEDULE WINDOEFFOR AT ATTACHMENT lx4 or Ix2 P.T. NAILER &SICHEDULE LOCKING FASTENER POOR CASING DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS EACH ENE) and Q 18' O.C. MAX PER MFR'S SPECIFICATIONS) P.T. Ix4 or'x4' MIN: SECURE THRU FRAME INTO BLOCK w/ (1) �( ' TAPCON (MIN. EMBEDMENT 14') WINDOW TO BLOCK (+4" or +%") WINDOW TO BLOCK (+3") 8' FROM EACH END and a 18' O.C. MAX DOOR JAMB TO BLOCK (+ 4" or +%") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and SCALE: I"=I'-0' 4E SCALE: I'=r-m' IS' o.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14' NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)16' TAPCON ❑ DO NOT EXCEED ❑ Do NOT EXCEED' (MIN. EMBEDMENT 1 4') 8' FROM EACH 8' CMU BLOCK END and 9 18' O.G. MAX 8' CMU BLOCK or DRYWALL DRYWALL P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and (SEE WINDOW/DOOR JAMB BLOCKING lx4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 18, O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOVDOOR JAMB BLOCKING ' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 POOR CASING FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4' SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING OVER $30 FELT PAPER (OR APPROVED EQUAL) PER MFRS SPECIFICATIONS) P.T.2x6: C�EK] INSTALLED PER SECTION R905 OF THE FBGRWINDOW TO BLOCK (+1 4') STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8'TO BLOCK w/ )FROM EACCTAPCONH 6TH EDITION (2011) DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) END and a+ 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 46 W/ 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE') SCALE: I''1' m' (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS a 18' O.C. MAX 7 MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 %6 ) 300 (PER PLAN Ll DOOR JAMB TO BLOCK (+3 /6") MIN. ZIE Y(R-VALUE PER ENERGY CALCS) NOTE: 7MIN HEAD EWED FOR SHIM AS NEEDEDTO PLUMB JAMB. 4F OMPLIANCE METAL DRIP EDG ' GYPSUM BOARD OR �' HIGH ❑ DO NOT EXCEED 4' P.T. 2x8: . L� BOCC 2x6 SUB -BAN STRENGTH CEILING BOARD VENTED ONC. FILLED U-BLOCK w/ 8' CMU BLOCK SECURE TO BLOCK 'TAPCONS ' DRYWALL NOTE: (MIN. EMBEDMENT 14) 8V ' FR FROM EACH ALUMINUM SOFFIT (1) S CONTINUOUS REBAR P.T. 2x lx4 or Ix2 P.T. NAILER SHIM AS NEEDED ENE) and a 18' O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING L Pi k RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB (4' WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DO N07 EXCEED 4 (2) DRIVE PINS 8' FROM EACH END and ATTACHMENT PER MFR.:7pDOOR CASING PER PLAN) DOOR JAMB / WINDOW 9 16' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .14FIL COPY PER MFR'S SPECIFICATIONS J' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. lx4 or i'x4' MIN. lx4 or Ix2 P.T. NAILER MIN. EMBEDMENT I ' STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING F.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT SECURE 2nd 2x t0 STRUCTURAL PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) DOOR CASING P.T. (2) 2x4: BE w/ �' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPCON PLACE SILL (PER BLDR' GYPSUM WALL BOARD EACH ENE) and 6 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH j' TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 15/6) PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL 15 NOTE: or CII OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 16(1) DRIVE PIN, 8' FROM EACH ENE) and STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED g IS' O.G. MAX 8' CM 4' P.T. FURRING STRIPS a IV O.C. 4C ��E I.1 _m. THROUGH NON-STRUCTURAL MEMBER (Ix or 1y' 055) MIN. SHANK SIZE .145 W/ 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 141 NOTE: WINDOW TO BLOCK (+3 %6") " o SHIM AS NEEDED 7 �� P.T. (2) 2x6: HE TO PLUMB JAMB. &OO_RJAMB TO BLOCK (+3 /sSECURE TO BLOCK w/ l2) 4' TAPCONS ONCRETE SLAB DO NOT EXCEED 4 ' SCALE: i'=I'-m' (SEE FOUNDATION PLAN FOR SIZE 11 (MIN. EMBEDMENT 1 4') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a+ IS' O.C. MAX XTERIOR WALL FOOTING J' DRYWALL or UPLIFT UP t0 1175 lb (SEE FOUNDATION PLAN FOR 51ZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOWiDOOR JAMB BLOCKING SIMPSON HTS20 w/ 110)10d NAILS TO TRUSS 4 9 18' O.C. MAX P.T. Ix (4 WIDE MIN.) 4 a MIN. SHANK SIZE .145 2 SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 'X2 1' TAPCONS INTO BOND BEAM RE -ENGINEERED DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING UPLIFT UP TO 2350 lb F-CONTINUOU5 BOND MIN. EMBEDMENT 1 4' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS BEAM (2) 51MP50N HT520 EACH SIDE OF TRUSS w/ BOARD (R vALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS ---, __ P.T. (2) 2x8: EM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) 4' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)(MIN. EMBEDMENT I a) 8' FROM EACH w/' TAPCON MIN. 14' EMBEDMENT INTO BLOCK and IS' O.C. T--- END MAX - _ TAPCONS MIN. or OPENING 22" x 30' MIN. �pOD %4 CASING At SIDE WINDOW TO BLOCK (+2 ") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 1 2' APART 9 15' O.C. MAX NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 Y4 MIN. SHANK SIZE .145 3 SCALE: KTb. 4D 5 TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. SCALE: 1'4-0' SCALE: N.T.S. MIN. EMBEDMENT 14' PER R801,) OF THE FBCR 2011, 6th EDITION BOARD ITYP) A R C H I T E C T S Design p 1 O U LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �v�0oo0�vv� E 8 E O cc C L i SUBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00— 01 PROJECT#: R5025.054/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA p,, DA',9: 6 /21 /19 I SgALE: 1/4"=1'—O" I SKEET D2 A R C H IT E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r Ad �II'lllll" omoo0�vom� sUBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 MOO-01 PROJECT#: R5025.054/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA JUN 2 1 6/21/19 1 SdALE:1/4"=V-0"' SHEET D3 VTCR of (1) 6 EA P' O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'-V-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILSLN ECURE 2x(o MIN. TO BLOCK w/ (2)V x 9 WASHER SE ' ANCHOR BOLTS w/ 2' B T IN SIMPSON or USP HIGH STRENGTH EPDXY - IMIN. 6' EMBEDMENT) -- -- — ECURE 2x6 MIN. TO BLOCK w/ - (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 5IMP60N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT CoJ GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'.1'-0' PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS m 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS * 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WX STUDS SCALE: 3/4'=I'-V /--PRE-ENGINEERED TRUSS R VIEWED FO I" bcwT� 0 BO BOCC 3 %a' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) FILE COPY 'GYPSUM WALL BOARD 3 %a' METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 3 %a' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB wl 10d x IN MIN. MASONRY NAIL w/ WASHER 6 32' O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'4-0' I' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C92(o) OVER CMU_ CMU BLOCK ,�WEATHER STRIP MOLDING UND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2xl P.T. BUCKS \--:VERHEAI) TRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r MiN, 6ugE GARAGE DOOR (BY OTHERS) Roots ALVANIZED STEEL VERTICAL TRACK &IFAME��L�. (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) 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 r � �III"IIIII �mm�oma�v�� SIUBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL. 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA 6/21/19 SCfi0LLE: 1/4"=1'-O" SHEET D4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 1@ ' ` O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 l' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.1014 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ 45TM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX. (o" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH W15E WITH ADHE5IVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R-103.7.1 was 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 J SCALE: N.T.S. $" THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 67" ( VERT.) O.C. MAX AT SUPPORTS WRB LAYER #1, 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: N.T.S. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS //TUSE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 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 PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 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. FINI5H (SEE TYP WALL SECTION) NOTE: 51DE 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 V (229-MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD 5TU 5HEATHI WRB #1 TAPED T, SHEATHING w/ WI 02 OVER TOP. WF 12 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE III VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP SCALE: Ntb. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUR SPECS) 511XI" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED 5HINGLE5 TRIMMED TO COVER FLASHING STRIP FLASHING 4 SCALE: N.Tb. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF (o" 'a VERTICAL LAPS (ROLL ENDS) e 6'I HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING 1' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO 5" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT" BOCC FILE COPY LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIF15ER r BUILDING PAPER OR �I I APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-091 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 Design Gro u LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I�"IIIII"I �00o�o0ov� SUBDIV. & LOT: OAKLAND LAKE (LOT 54) MODEL• 1452 xxxoo-ol PROJECT#: R5025.054/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA D ,: 1, 6/21/19 s ALE:1/4"=1'-O" SHE�VV E��T� AI TEXTURED CEMENTITIOU5 WRB LAYER 111, 5TUCCOWRAP (OR APPROVED COATING x EQUAL) WRB LAYER 12, FORTIF15ER BUILDING �\ WOOD SHEATHING THICK 3 COAT PAPER (OR APPROVED EQUAL) x VENT CAP IS t0 BE SET IN CONTINUOUS BED OF a C #° x` Y 1 TUCC A (O APPROVED SEALANT. WRBLA ER 5 OWR P R PPR ED CEMENT PLASTER � PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE SLOP WRB APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 �Z" ABOVE SHINGLES X NON -MOVABLE FRAME AND STUCCO ON ALL — SEALANT A SIDES DIVERTER 1" MIN. 5ELF-ADHERING FLASHING "` 5IDE5,Y" SEALANT e JOINTS ALL AROUND ALL DE ....<„�.. . s THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH 68 DRYER VENT BLOCK DRYFLEKT KICKOUT DIVERTER WRB LAYER 12, FORTIF15ER BUILDING Quo PAPER (OR APPROVED EQUAL) , DRYER VENT FRAME) OVEERILDING "QU CK FLASH" FELT UNDERLAYMENT PAPER 6A SCALE: N.T.S. PER FBC R103.1.1 .0 PIPE THROUGH WALL SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 311 1 -FASCIA WRAP BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2„ BELOW COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLASH" ASTM C 926-12A, FASTEN 4" o.c. MAX, A VENT PENETRATION SCALE: V.S.INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRB LAYER 12, FORTIF15ER LEGEND WOOD WRB LAYER #I, BUILDING PAPER (OR DRAINAGE PLANE REVIEWEI FOR NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRtbur APPROVED EQUAL) 5 INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD METAL LATH OR APPROVED EQU4T. LUCIE COUNTY WRB LAYER #2 WOOED) At BOTTOM OF ROOF 8 WALL SHEATHING �TEXTURED FINISH WOOD WRB LAYER 02 BOCC FORTIF15ER CONSTRUCTION INTERSECTIONS � FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR 8" CMU MEMBER e 7" O.C. MAX OR APPROVED EQUAL) FILE COPY APPROVED EQUAL) %$" TO Na" MID -WALL AREA TO RECEIVE I COAT OF 5HER-CRETE METAL LATH X X X X $" THICK, 3 GOAT CEMENT WEEP SCREED FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMED PLASTER SCRATCH COAT PRIOR TO ELEC. METER 6" WIDE STRIP SELF STUCCO a WALL %S" TO -1/8" MID -WALL - ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP SCREED MA50NRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING (PER 3/UJA1) - 6" SELF -ADHERING FLASHING TEXTURED FINISH 'a MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: FRAME TO FRAME ry FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM 7A SCALE: N.TS. ELEC. METER FIELD VERIFY _ / B SCALE: N.T.S. C-8341-09, MIN, 2B L55. PER 5Q. YARD (UTILITY OR ® LOCATION NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED ENE) TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY - FLASH 1 PIECES 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 I IN A FLASH I INTO THE OPENING PR E R L TH OTECTO FORM FLASH 1 E PR POLYMERIC I50CYANATE-POLY5LEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN 1" TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #I, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELASTOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION-- - SELF ADHERING FLASHING APPLY E-Z BEAD OVER STUCCO/ C.V. FINI5H FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE "ID" FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER 5ELF-ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT o.a.o;a METAL LATH PENETRATION "PIPE PENETRATION DETAIL" AT ALL JOINTS AND 8 SCALE° N.TS. APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 9 SCALE:N.TS. 111"C014511 STEP 6 A R C H IT E C T S Design foup LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-774-4078 www.abdesigngroup.com AA #: 0003325 Illlldllll �momomomo� Eoo 8 O s L SUBDIV. & LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 1-il`� ,/. I i. 6/21/19 S)` ALE: 1/4"=1'-0" 1 WOOD SHEATH WOOD CONSTRUCTION %4" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER 1*1, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AMC 6-WFWC--150 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM(o6-WFWC-150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) I EREING FLASHING 'II \ WRAPPED DHCORNER OF CANTILEVER �P x AMICO AMC l-WFWC--I50 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CA51NG BEAD 5/5" TYPE X' DRYWALL W/TEXTURED PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (2R APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD X X X X 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 DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL)_ 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 11 A SCAI E: KTS. ''x FRAMING MEMBER " THICK, 3 COAT CEMENT PLASTER ;ORNER BEAD FASTENED TO iHEATHING e 1' O.C. MAX. RB LAYER #1, 5TUCCOWRAP �)R APPROVED EQUAL) 1001) SHEATHING 1ETAL LATH 1R5 LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) *gOR�ER BEAD @ FRAME LE: K. CORNER BEAD (FASTENER 4 SPACING 6 1" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 1(rll SCALE: V.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII L o�0om0000� STJBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 moo-oi PROJECT#: R5025.054/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 6 /21 /19 I SC"ALE:1/4"=1'-0"' SHE�ET� �� V V X3D WOOD 5HEATHING WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT WRB LAYER 12, FORTIF15ER WRB LAYER #1, 5TUCCOWRAP WRB LAYER #2, FORTIF15ER WOOD SHEATHING L PLASTER BUILDING PAPER (OR " (OR APPROVED EQUAL) BUILDING PAPER IX TRIM MEMBER STUCCO BEAD, METAL LATH (OR APPROVED EQUAL) APPROVED EQUAL) WOOD 5HEATHING WRB LAYER 01, 5TUCCOWRAP TO SIDING TRAN5ITION WRB LAYER #2, FORTIF15ER METAL LATH l WRB LAYER 12, FORTIF15ER METAL LATH (OR APPROVED EQUAL) $" THICK, 3 COAT BUILDING PAPER (OR $" THICK, 3 COAT CEMENT WRB LAYER 12, FORTIF15ER 51DING BUILDING PAPER (OR APPROVED EQUAL) CEMENT PLASTER # APPROVED EQUAL) PLASTER. BUILDING PAPER WOOD SHEATHING 6"5ELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) FLASHING 1" THICK, 3 COAT ANGLED CASING BEAD METAL LATH (EXPLODED $ 6"5ELF-ADHERING FLASHING IExPLODED $° THICK, 3 COAT DRIP CAP VIEW FOR CEMENT PLASTER VIEW FOR CLARITY) DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER #1 5TUCCOWRAP WRB LAYER #1, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD LWR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING 6" 5ELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL STICK $" THICK, 3 COAT METAL LATH SIDING TO STUCCO CEMENT PLASTER $" THICK, 3 COAT CASING BEAD 14 SCALE: NTS. ( CROSS-SECTION) 6" SELF -ADHERING CEMENT PLASTER FLASHING 6 "5ELF-ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH (FRAME NO BAND) FRAME W BAND 1 JA SCALE: NTS. 1 JB SCALE : NTS. WRB LAYER #1, 5TUCCOWRAP WOOD SHEATHING (OR APPROVED EQUAL) LEGEND WRB LAYER #2, FORTIF15ER BUILDING WRB LAYER 01, 5TUCCOWRAP PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) DRAINAGE PLANE WRB LAYER 02, FORTIF15ER (WRB LAYER #1, 5TUCCOWRAP $" THICK, 3 COAT BUILDING PAPER OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) WRB LAYER #2 VINYL (OR APPROVED EQUAL) >< METAL LATH (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD s" THICK, 3 COAT CEMENT OR APPROVED EQUAL) PLASTER VINYL (OR APPROVED EQUAL) VIEW I=oR REVIEWED F' Jh METAL LATH X X X X CLARITI') CASING BEAD CODE COMPLIANCE STUCCO _ ST. LUCIE COUNTY WOOD SHEATHING LZZZZZ //% BOCC SELF-ADHESIVE FLASHING CASING BEAD C RAISED AND FRAME 1 J SCALE: NSS. NOTE: FILE COPY METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) 8" THICK, 3 COAT CEMENT PLASTER $ THICK, 3 COAT CEMENT PLASTER SEALANT y: GAP TYP METAL LATH SEALANT METAL LATH CASING BEAD TO WINDOW WRB LAYER 02, FORTIF15ER BUILDING WINDOW FRAME PAPER (OR APPROVED EQUAL) ` WOOD 5HEATHING WINDOW FRAME ,/ a . WRB LAYER #2, FORTIF15ER f —BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, STUCCOWRAP — E-Z BEAD VINYL (OR (OR APPROVED EQUAL) APPROVED EQUAL) CA51NG \/ 6" WIDE PEEL 4 STICK / (W/%a" FLEXIBLE PVC BACKER WINDOW FLANGE , OVER FLANGE -- - ROD INCLUDED) 2X FRAMING MEMBER E-Z BEAD VINYL 2X FRAMING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) CASING MEMBER (OR APPROVED EQUAL), BUILDING WRAP (W/%a" FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING INCLUDED) MEMBER / APPLY FULL BED OF (o" 5ELF ADHERING FLASHING SEALANT BETWEEN WOOD SHEATHING FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY 1 AD WINDOW CASING � BGALE: N.TS. A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �v�0o0ovvo� E 8 N E s Cc SUBDIV. 8e LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA �ijW1Q 6/21/19 *)dAT: 1/4"=1'-0" CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER 5HEATHING OVER WD 5TUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u ScALE: Nrs. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT WINDOW/CMU JOINT. FLUID APPLIED PLASHING (PROTECTO WRAP LLLM200 OR AAMA 714 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLASH DETAIL 8A SCALE: NTS. f G INSTAI MASONRY T[ON TEMPORARILY^' 5ECURE HOU�r- """ "' A UNDEI FOLD IN AT Jo 5LOPE STEP 2 INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLA5HING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT 5EAL BOTTOM FIN NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 8 5ELF-ADHERING FLA5HING MATERIAL5 U5ED DURING CONSTRUCTION. ALIGN FLEXIBLE 5ELF-ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FA5TEN FANNED -DGE5. (CAP NAIL5, 5TAPLE5� INSTALL 5ELF-ADHERING FLEXIBLE FLA5HING A5 THE FLA5HING AT THE SILL 6" SELF -ADHERING OVER VINYL HEAD G (WITH END DAM5) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLA5HING INSTALL VINYL DRIP CAP MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK APPLY 3/s" NOM. CONTINUOU5 BEAD OF SEALANT AT JAM55 APPLY TO BACK 41LING FLANGE IN PUNCHED HOLE5 OR SLOTS, 5UPER 5TRETCH BUTYL FLASHING v v 1�i. "END DAM5 REQ'D. AT EACH END OF SILL 15EWRAP DOWN 4 DIAGONAL CUT 8 4EAD OF WINDOW MIN. TEXTURED -EMENTITIOU5 COATING )VER BLOCK STEP 4 STEP 8 IN5TALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE 51LL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLA5HING 8 APPLY 5EALANT AT END5 OF 51LL DAM IN5TALL WINDOW PLL LEVEL AND 5QUARE f MANUFACTURERS WRIT IN5TRUCTI APPLY MEMBRANE FLA5HING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLA5HING MATERIAL OVER DRIP CAP JOINT \ROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) g" MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME SPECIFICATIONS 8 WARRANTY (MIN. THICKNESS a") (MIN. THICKNESS a") (MIN. THICKNESS a") REQUIREMENTS. SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND 5ELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVER5ELY IF NOT COMPATIBLE. (� MINIMUM STUCCO THICKNESS 19 SCALE: V.S. NOTE: 5EAL INTERIOR PERIMETER OF WINDOW WITH 5EALANT STEP 5 BOCC FILE COPY B" MIN. TEXTURED CEMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS s") SIDING LOOK S. FLORIDA A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r �III"IIIII L�om�om000mJ SvsDIV. & LOT: OAKLAND LAKE (LOT 54) MODEL: 1452 XXX00-01 PROJECT#: R5025.054/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 6/21/19 SALE: '1 /4" =1' — O" SHEET W I V it J3 J5 ABG If e J1 J3 J5 A7 N N A6 A5 A4 A3 A2 Al A2 r I r A3 A4 A5 A6 A7 iv A8 N Ci C1 C1 C2 C2 C3G J2 0 i B1 81 61 B2 B2 B3G J2 0 I a fV I N H N N J REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ��� FIE..... `� .�I�Y Wo ROOF PLAN SCALE: 3/I6 = 1'-0" ELEVATION "B" TRUSS BEARING HEIGHT SCHEDULE APPROVED4 MINIMUM TOP and BOTTOMBLDER CHIORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,-8„ ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) 0 HUS26 (Z) HUS26 © HGUS26-2 QC THDH26-2 ED HGUS26-3 EQ THDH26-3 (B QD RT16A (D CONNECTION BY BUILDER REVIEWED 0 REVIEWED AS NOTED ❑ REVISE&RESUBMIT p REJECTED/RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Sabmittsls are reviewed for conformance with design intent $ad {antral compliance with the Contract Documents only Notations Do Not Authorize Changes to Contract Sum Reviews, Comments and/or corrections does not relieve into Contractor from compliance with the Contract Documents The Coalrachir is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences ofconstr cbcn compatibility of materials and materials coordination �f theli work with other trades and subcontractors, performanc work in a safe and satisfactory manner and for full co .e with the Contract (D_Joccuuments. too, RE ED BY A. 8. DESK GROUP SNV�a�,S 5F'—� N _8" TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PULE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEX PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED To PREVENT TOPPLING AND DO INONG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE *BM-BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING a: BRACING METAL PLA1E CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH RFASCNABLE CARE WRING ERECTION TO PREVENT DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E—ITRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL F, REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F + HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 —ft. Brim M SwMy SUuct Eno P6051 2520 N. KINGS HIGHWAY FT. PIERa, FL 34951 (772) 464-4160 U . E Trusses shown on this layout are o component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design �UTjFM TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings C'QWANIES INCH must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 U)D MI O. 717C CUSTOMER: I-V I. JY DLf\: - ---- +.�vs♦a.—u..i DESCRIPRON:iR rn ,�1 ADDRESS: 5247 Oakland Lake Circle Plan — 1452 Elev. B SANE: DAIS DRAWN eY: DRAWINO NUMOM O -- - .t — SUBDIVISION: Oakland Lake 3/16"=r—O" 8/16/2018 dhc 1452—B