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HomeMy WebLinkAboutPLANSREVIEWED FOR CODE COMPLIANC ST. LUCIE COON �gy BOCC FILE COPY INDEX OF DRAWINGS a e c H 1 7T T S SHEET NO. DESCRIPTION 833 CS COVER SHEET GN GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXXO 0 — 0 0 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN — ROOF FOR: 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WAl—W5 WALL ASSEMBLY DETAILS n e s; yanhomes.com 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 FLOOD FREEZING ANNUAL LOAD (mph) effects" , Weathering , Termite` DESIGN UN REQUIRED' HAZARDS` ( p) CATEGORY depth TEMP` REQUIRED' INDEX TEMP' N/A 160-C N/A Negligible N/A Verea y 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB IST FLR. LIVING 1,533 SQ. FT. • MIN. INTERIOR FINISH — CLASS C GARAGE 411 SQ. FT. •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH TOTAL LIVING 2,244 50. FT. RISK CATEGORY II ENTRY 22 80. FT. •EXPOSURE CATEGORY — EXPOSURE C LANAI 200 SQ. FT. *I —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,46ro 50. FT. • STATE OF FLORIDA CU51C VOLUME LIVING 15,94-1 5Q. FT, CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA SPANISH (ELEVATION A) 50'-0' 46 —0 ' PROFESSIONAL ARCHITECT: TUSCAN (ELEVATION B) 50 -0" 46'-0" JAMES CANTWELL AR NO. 12079 (ELEVATION D) 50'-0" 46'-0), A.B. DESIGN GROUP, LLC. LANAI 50'-0" 56'-0" 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 BEDROOM 5 50'-0" 57'-0" Fax: (407) 774-4078 Tel: (407) 774-6078 BEDROOM 5 W LANAI 50'-0" 67'-0" DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. SCANNED AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN St. Lucie GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN CountV GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. LLJ Design G ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 8: 0003325 �III"'llll L 000000000J S'VBDIV. 8e LOT: OAKLAND LAKE (LOT 31) 1 MO DEL: 1833 F1833-01 PROJECT*: R5025.031/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA APR 1 1 ATE: 4 /15 /19 GALE: 1/4"=1'— 0" SHEET cC OF 10 GENERAL NOTES 3. 4 5. 6. 7. 8, 9. 10. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LDADS IPSFI A.I. SLEEPING ROOMS 30 A2. ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS rPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS " C.1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.1, FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA EA. BASIC WIND SPEED VOLT. =160 MPH, VASD =124 MPH E2. EXPOSURE CATEGORY C El WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC�1i) 0.18 E.S. OPEN BUILDINGS 0.00 E.& ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 60 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. NO STRUCTURAL MEMBERS ARE TO Be CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN 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 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723, PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702*1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL.1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Yf -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 Y24NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 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 V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED 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 R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'b". 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''/T. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402JACI 5301ASCE 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 Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y4INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 316: THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AC1318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH TO 2.25 INCHES (13 TO 66 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 MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 01116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2A.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH a^ B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER y4' D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS ly; 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION, 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN. SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125•VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL, 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TI\/DCD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 0.1. 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 2. 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 7/1W OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN IW 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 15/37 APA-RATED O.S.B. OR ill " 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 AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982, 17, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSVTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/3% DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240, 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPHB 160MPH/C 160MPH/D 2x6 STUD SPACING I @ 16" O.C. I @ 16% O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 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 10"F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS H S ALLBEAMAXIMUMOF32'H ORIZONTALLY AND 10" VERTICALLY PE R TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'/: PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032 OF THE FBCR, 6TH EDITION (2017) FIRE-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 Wi' GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-0926 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK-DUT DETAILS - 'L' FLASHING •- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS •- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - I IA AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7,10.2.1 OF THE ASTM-C-1063 & WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (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 GROURS 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 4Design Grou L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 w+. W E 0 C SVBaIV. 8N: LOT: OAKLAND LAKE (LOT 31) MODEL 1833 F1833- 01 PROJECT*: R5025.031/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA o,A D E: 4/15/19 S ALE:1/4"=1'-O" SHEET G OF to SECURE STRAP TO CONC. W/ (2) 3/16'x2' TAPCONS 3 1/2' TI CONC. SLAB SIMPSON WS ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 08A 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' STL. POLE ON 1/4'x&' DIA. BASE (2) 1/2'x6' A.B. a 1'- 4� BALLARD DETAIL STUCOR AUTO -VENT I �2. r I 2'� I I z1 2 I3 WC LAV t SIUDOR AUTO -VE 0 3 KrrgHEN SINKS 1 I AUTO VENT r N% I 2. i �<2' `b�2 2'2.1 LAVS I Y 3' WASH 2. 2' I �2. 2' 2 WC I 3, 4, 3' WRAI • n r Fr -WARD EAN-OUT PLUMBING ISOMETRIC (SEWER MODEL 1833 RYAN HOMES I 1 I >l �4 ■ I �4 N ri 1 CONC, SLAB 14'-3" N @ 3/4' CONDENSATE LINE 4y z� DI 4 I N Dl r 24'xFTG. ' (3)45 REBARS EA WAY ON CHAIRS MIN. / 3' COVER17- { HB� t`1 LIL 21-3" 13'-5" 0 20'-0" 4" 9'_all 9_8,, 4" LC A S EDGE INEC AVE S EDGE LINE T�I Il I II! DI uz 0 24'x24'xl2' GONG. FTG. cp W/ (3) 05 REBARS EA. WAY ON CHAIRS MIN, 3" COVER (3-TYP) 1/2" ■■ ■■■ 3 1/2' CONC, REINFORCEDD W/ b'xb'-WI.4 x WIA ON b-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE TREATED WELL -COMPACTED CLEAN FILL 5'-5" 6'� v 1'-10 1/2" 1 1/2,N V 211-4" oLO'-O' FIN. ELEV. y FIN. CONC, SLA5 I,I I --- I L: DW4 JJ T- 1 II I m II 0 I I I 1 rt—---------------- , _ l i ----- 71' PVC CHASE FOR ELEC. Oil - N EXTEND SLAB 1 1/2' ,n 3'-3" , 3'-2" I 231-611 i DI -b' RECESS SLAB SA DI FOR PAVERS 12'-4" 31- " 30'x30'x12' CONG. IN FTG. W/ (3)15 IN ■ REBARS EA. WAY I I ON CHAIRS MIN. DI 3' COVER J 3 1/2' L — — ■ IN I ■ IN ■ ■ VER ■ EDGE L. INE 4'_8 0" 50'-0" 11 V SCALE: 1/4 = I'-0' ELEVATION 'A' m i N m in m 11 A R C H I T E C T S1 4Design GroU LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �iunmN 8 V/ I m L SVBDIV. & LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833- 01 PROJECT#: R5025.031/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA as D E: 4/15/19 ALE: 1 /4"=1' - 0" SHEET OF I u 10'-0' 4­6 3'-v ■ ■ ■ ■■ ■ ■ ■■ one an ■ 2ro'-2' tlJ `r 26'-10' � 31'-5" ■ � 32'-10' ■ 38'-11" 43'-5' r `4 4(o N (V N ■ r " N (A m c0 m � v • ■ ■ ■ ■ ■ IN 11 ml Jm ■ ■ ■■ ■■ ■ 12'-2" 131-6' 20'-2" DOWEL PLAN SCALE: 114 = I'-O" ELEVATION "A' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 ww w. a b d e s i gn g ro u p. co m AA #: 0003325 r � �pmo0��mmm� SUBDIV. & LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833-01 PROJECT#: R5025.031/00001 PAGE: DOWEL PLAN 160 MPH EXP. C =OEM==% ARCHITECT STATE OF FLORIDA NMI JAM CAMp1W9 ELL O 9 D E:' 4/15/19 SCAT ALE: SHEET 2 OF 10 WALL LEGEND S'-&' BLK BRG. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL • I6' O.C., UNO. EXTERIOR WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 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 211E LINTEL NO, LENGTH TYPE COMMENTS L-I 4'-6' 8/22-8-lUU/(I)L RECESSED L-IA 5'-10' Snb-S-(IU/(M L-2 5'-10' 8/24-6-0)W(UL L-3 11'-4' 8/28-S-0)U/lUL FFCzSTIa'ESSED L-4 4'-6' 8/24-5-(IXI/(I)L L-5 4'-6' 8/24-S-(WK1)L L-6 9'-4' S/24-5-(W/CI)L L-6A 10'-6' SA(7-S-(I)UCIA- L-65 V-4' 8/16-54UU/(UL L-6C 9'-4' 8/I6-S-(IaJ/C1X L-6D 10'-6' 8/16-5-(UU/liX L -1 .11.8. 8/24-S-(W/(I X L-8 5'-10, 8/24-S-(UU/(I)L 4^ZTm44RfT49 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' 8F22-I5/IT WCESSED L-IA 5'-10, 8FI6-15/IT L-2 5'-10' 8F24-I5/IT L-3 11'-4' 8F28-I5/IT FliESTRESSED L-4 4'-6' SF24-IBAT L-5 4'-6' SF24-I5/IT L-6 9'-4' 8F24-I5/IT L-6A 10'-6' SFI6-I5/IT L-65 V-4' SFI6-I5/IT L-6C 9'-4' 8FI6-I5/IT L-6D 10'-6' 8FI6-I5/1T L-1 1'-6' SF24-I5/IT L-8 5'-10, SF24-15AT L-6B L-6C LINTEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdesigngroup.com AA#: 0003325 �o0omv�oor IE I8 N O E O L svBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833— 01 PROJECT#: R5025.031/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR 9 JAM S ANTWELL 12079 D E: 4/15/19 S AT :1/4"=1'-0" SHEET 3 OF 10 P SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS W'PRFGAAT 11-1 INTO, L. AAFk I IAI- /I R4/GT) 4--4� GRA//ITY OVERALL LINTEL LENGTH ans-0a 1 wa-M 1a:16:eB M20- BF34-0B BF3B-OB 593-� (TIME OF LINTEL) Due, MOST Slit 5103 6i0T aL54 9602 10951 1'-b' TO 3'-6' (PRECAST) 2391 aI 2751 said 4a90 8901 10% Blpl 3'-1' TO 4'-0' (P,HGAST) 1966 %9 21m Hal 9l% 461E 6{00 b22a 4'-I' TO *-6' (PRECAST) sea %91 439 25b0 9G9 3686 4]49 4'-1' TO S'-4' (PRECAST) I2P1 IIOD, IIT3 163 20^.47 2549 3009 �41m 5'-9'TO B'-b'lPRECABD I062 12%I 2177 9m31 }l0'1 4383 5@61 W-ll' TO &'-&' (Fl@ELAbi) we TOM 1b42 am 46% 9191 gb%» 6+1TO 1'-A' (PRCCAs9 ll b95 1160 163a. 4 9 IB T-T TO 9'-4' (FRECABV 594 D3D, D% 141 I@93 TT 71GB 1D36 9'-5' TO 10'-6' (PRECAST) sins I0-7- -0 11'-4' (PRECAST) 362 aaJ 546 I% IB46 ] 31+T -24. 5LT ' 540' Ins T11 b'GE 355E II'-5- TO IT-0' (PRECA6V oal NI TSB IPIS 49D _ 6 b n `083 I2'-I` i0 13'-4' (PRECAST) 2% 424 I"mB12 1326 IBI .<6 uv,' Ibi R ]6.O It -5- t014'-0' (PRECAST) 2T9 2 tiy, 1617 2Q'1 'b�.M.. NI. n uR NR NR NR NR 14'-I' TO 14'-0- (PRESTRE55i NR F A 9 l0} NR 2< 8 51 11 NG 2 IF i-. I IF NR' 14'. 9'T015'-4'(PRESTREDBED) NR - NR N F NR N c V.S. TO 11'-4' (FIRMARESMI NR 3C0 'H N4 N2 N 1326 11. tlG9 64 11'-5' TO 19'-4' (FRE5TRE5BED) NR -2 I .0 NN.. F 1J` 103 NR I]92 515 Plb 1 \R _ tie 19'-B' TO 31'-4' (PRESTREDBED) NR _ - r 34a 1, _Nit SL^ 645 L 3 9 N6e NF rve N"a NR uR pit VNe 'To2T-O'(PR9TRE9ED) NR 1 Ne e Y R _a4- NR 1041 11 AF NR io>9 I.R ST-1- TO 24'-O' (PREBTRESEI NR i79 sill B64 m=2 121,, 4 AFC I r]An4 /1 RAFT) A -PP AAT ICI INITFI S C UPLIG- LATERAL OVERALL LINTEL LENGTH g b S E: 1'. 2- 1 5 l 1322 in (TYPE OF LINTEL) 9=c " sw 'Fib -r il 6 iT 6 3 P.; -1 - Bub Vie Isdri; T-B' TO S-6- (PRECAST) - SL' I 3 a -�Gu' 4 94 63 F 4.9 1 - r pal I.E,,y 1m10 1=4 IB% I.'--'.. 3'-1'TO 4'-O'IFlFELA6T) 4 ¢ m- l65 l63 GAS 4--I' TO 4'-6- (PRECAST)®lg r -:xa- tile) =m«3 1 99 s319 ¢. a'-1' To s'-a' rPREc45A 4 la a 1 u1 a e I m � - ae 961 a z 41 all TO 5'-5' TO 5'-10' ePeFCA6D IO 399 bib d 923 'G : D 433 5'.11'TO 6'-b'(PREC4aV 121 440 a s 2 6'-Y TO 1'-6'(PRECAST) -5ol 424 51 363 11 4 G -11 11 1 L l - izil ,25 < mT0 T'-1' TO V-4- (PRECAST) 59 3 1IA5: x61y j. 326 5tl 230 V 9'-6' TO 10'4'(PIZSOAST) 51m 15 < •a 1 a RDAs-; '04 40, '00 Ys1 la'-1' TO 11'-4' (PRECAST) 41L• 11 5 I Ib IBl 260 452 154 II'-5' TO I1'-0' (PRECAST) Pro e 9G 111 1A60- ;a - ^ 6n5 - 244 A02 131 I2'-1- TO 1W-4- (PRECAST) 28 62 T 1 - 1 IAIe� Ibh -- lab. 2Il 324 TO 3D4 358 13'-6-TO 14'-0'(PRECAST) 11, d25- Im5 - 1a5 1. 1.0 235 3% I4'-I' TO 14'-0' (PIIffi51REbBED) 1Jm3 v T„ NR 1S4 91 - 224 e3 �,63 �359 G=- 14'-9' TO lb'-4' (PRESTRESSEDI jb8 181 G to 4 .. Ifi60 L'Ia 83 15'-5'TO IT-4' 9m 62 46 »r a= . a T R Il'-5'T019'-4'(PREBTREBSED) HIS 92 -, e.1 i11 lag 2m4 3.1 -093 19'-5'T0 11'-{'(PRESTR685ED) )14< "IJ I@48_ q6 42 411 6 %+3[9 -Nit NR Ib 40 21'-5'TO22,-0.(PRESTRi _- 1ST 195 119 339 -' 3 223 " Bin,..39 342 4b 22'-I' TO 24'-0' (PREST2°55 ., -Ir_ O _ 5 E Tilt A 3D 6'PRFCAST Ill/2`RFCFBS DOOR J-`-EJNTELS SAFE LOADS (LBS/FT) CaRAVITY OVERALL LINTEL LENGTH BRIM SP,6 aE OFF'@ ac PRF os eFH5 ce suF [ 26 OBNTF30- (ttPE OF LINTEL) �m IB fPz IB�BRTI 13 mPto.16 0R&11 B Mff 6-1D 6RFf0-1@ 4 335o &. 34 542 c493 Tobl 3'-6- TO 4'-4- (PIREL48D 1635 Fl :` 9 Eoba 4 4 1 S <_ 1060'3 so 3613 -5 C6 Ih 6 .9 d@< 4'-5- TO 4'-b' (PREOADTJ I'll 639 4W&O 4T5 1Oar,3 120 1110 1116 1111 839 I'll 66 4'-T' TO 5'-a- (PRECAEV ADS Al 1600 63e9 1 E060 a - 1i: 4. 93 (tins 5'-9' TO 5'-10, (PRECAST) 010 j,R 90I, I$j'5 31a 66 ' <a EA.60 nJ T4O] 4 3- _ b106' T 60 5'-11' TO 6'-0' (PFEGABTJ 151 4 10993E l55 W80 2459 3 10 6 l 0 56 3 4.'-9' TO T-b' (PREG6Tl 665 466 909 158E pY 6 2 63 1/ eass 4GYI IaB93' �146 V-l' TO 9'-0' (PIB`LASD ql 'S36 2753 Vts 4N. =: 8'PRECA9T W/2"REOE56 DOOR U-LINTEL5 SAFE LOADS (LB6/FT) C °C 11FLIFT oVER4LL LNTEL LENGTH DRI Silexi ARIL 8�1 LFT-2. DFr 6 f-ilD-IT (TYPE LINTEL) SPLe n F J2 3G 0 S' 3FP 6 T b' TO:2` 4445 <4 G^ ' EREb PAHU W5 166E AID 3'-6- TO 4'-4• (PRECAST) - .. -- -:11 75Y 11.4 aL1 a v I 9 •J- 4q4-¢ - 11 O41 Ta 4'- a'- 6' 6'(PREOAST) 661 n_ 61' 1: T- _ 9 'l E@ 4?'IS 4]43 m Den 694 693 1013 4'-l' i0 5'-B' (PRECAST. 407 665 6I -- 1 1 16 21,3 l., 111h 5'-V TO 5'-10' (PRECA}T) - 6-5 51¢' - I?J r 11e 531E R -G•G .1 : Gv, 3tl 6" 3329 SO 3BI 616 5'-11' T '- D O6 B (PRECAST) -- 5ia 5a6 Ia59 - - 'SST. LF-P. ?4'L1 r.:, a66 : .. Jb'0 )3 593 763 464 5zT 2 6b 6-1.t0 t 6 ( CASs) PRE -. 506 e' 3.A I 6.. 11 <E-. 1:6= Blvo 1 < -din 1 6 a9 6l4 363 _ T-1' To 9'-b• rr>REcasn 6'0 � Im 1 - ryBb 'sal 1a16 2i31 31m ' 49a 114 44WZT=4A4Tt LINTEL SCHEDULE MATERIALS I. r'c e" precast lintel . 4000 psI 2. fo prestressed lintel =.6000 psi 3. Grout per ASTM C476 ITe . 3000 psI w/ maximum 3/8 Inch aggregate 4 8 to II inch slump 4. Concrete Masonry Units (CMU) per A511M C90 w/minimum net area compressive strength = 1500 psI S. Rebar per 467M A&15 grade 60 6. Preatresbing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C210 Lype M or S GENERAL NOTES I. Provide full mortar bed and head joints. 2. 5hore filled Ilntele as required. B. Installation Of lintel must comply with the architectural and/or etrictural documents- 4. U-Lintels are manufactured with 5 1/2' long notches at the All to accommodate Vertical cell reinforcing and grouting. 5. Reference the CA5T-CRE7E Load Deflection Graph brochure for IIntel deflection information, 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 7. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry unite. S. Safe load rating based on rational design analysis per ACI Sib 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-2e& or other Approved coating. II. Lintels loaded aimultaneouely with vertical (gravlty or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: lobed vertical load. Annlled horizontal load 91.0 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: Pm=1500psi SEE SAFE LATERAL LOAD _ TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE /2' CLR TYP \_(2) "5 REBAR A le GR40 or GR60 SAFE LOAD TABLE NOTES I. All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe nominal bearing. Exception: Safe loads for unfilled load from next lower helght shown. lintels must be reduced by 20% If bearing length is 8. For Ilntele lengths not shown, use Safe load from less than 6 1/2 inches. next longest length shown 2. N.R = Not Rated S. All safe loads In units of pounds per linear foot 3. Safe loads are superimposed allowable bade. 10. All safe loads based on simply supported 4. Safe loads based an grade 40 or grade 60 Field span. rebar, II. The number In the the parenthesis Indicates the S, One wl repair may be substituted For two 05 rebars percent reduction For grade 40 Field added In S' lintels only. rebar. Example T-6' lintel type SP32-IB safe 6. The designer may evaluate concentrated loads gravity load - 6412m) w/ I59S reduction 6412 from the safe load tables by calculating the (,B5) = 5501 plf maximum resisting moment and &Fleet at d-away from face or support. TYPE DESIGNATION F F = FILLED WITH GROUT / U = UNFILLED 2-QUANTITY OF B5 REBAR AT - j BOTTOM OF LINTEL CAVITY &Fl&-l5/1T QUANTITY OF a5 REBAR AT TOP LOMINAL HEIGHT NOMINAL WIDTH 4. ^ J ~ all u7 a Q A Q C <4: OL - Z • e • 1-5/8'AOTUAL 8' NOMINAL WIDTH -05 REBAR AT TOP MIN. 0) REQ'D 1-1121, CLEAR C1 I.LI. "5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ( VARIES) TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x S" LINTELS LINTEL SAFE LATERAL LOADS (PLF) Total UeI Type B49' PLAIN Vx9' SOLID 2•-0' Pr sk me 3964 3'-6' PI Fee 2310 4'-0' Pre:an % A B1L 4'-1. Preon 6% 12 66 4-e' Praeet 5% Reluet 666 11.1. R.I,t 543 1'-1' Reuet 634 NIX4 1'-0' Reuet 425 %4 B'-0' Race( %1 BN 14' Prxeet M4 Toe T-4' Recast 211 583 1'-6' PNI 191 453 II'-4' Raceet AS 620 12'-0' Roust 164 549 12'-6' Rxaet 143 5A1 D-4- Rauel 116 404 WILD' Reeeet 99 M7 14-V ResveeeeA NA %I W-4- RabaN aJ NA 302 11'-4' FresveseW NA 25 D-4' Rmtrexed NA R& "Volow NA 59 Ravaeea NA 01 22'-4' ReaVeeeed NA aO 24'-0' Ra4eeeed NA 93 NR . Not Re Ssee19e i L0TT' S 50*_E�0 CONCRETE P.O. Box 771255 WINTER GARDEN, FL 34777 •r. . r. da NW -S-0) #5/(0) 45 NOMINAL WIDTH/HEIGHT OF LINTEL r- PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No, OF ADDITIONAL #5 BARRS IN UPPER OR LOWER LINTEL CAVITY F_ LINTEL 5AM LATERt Total P%,& type B' DOOR HEADER PLAIN 1112 SO 1 N4'-4' FTSAst ,M 41-1- Retest /DS 1166 FBI bDID till Recast 904 964 Y-B' R4ceet 411 181 B'-B' Reset 356 654 9'-e' Raceel 7Y me GENERAL NOTES: CODES 11 FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 R606 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2101. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 315-05). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 21. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 21.1. PRE -CART W/STANDARD REINFORCEMENT-4000 PSI 2.1.2. -CAST W B BB T- PRE /PRE THE RE 00 PSI W/ MAX.0ID0 P51 2.1.3, GROUT PER ASTM G416 - 3000 P51 W/ M3/8' AGGREGATE, 8' O II' UM P E, T BL P. 22 REINFORCING BARB: 22.1. STEELIII IN D OAST LINT AT TIME OF FABRICATION AS E EL BR TM A616 (GRADE 60) 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 210 A615. (GRADE 40). 23. DETAILPRE-STRESSEDINFO STRANDS ASTM A416 N WIRE, STRESS RELIEVED 210 K51 24. DETAIL REINFORCEMENT IN ACCORDANCE WITH AO 315. TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" x 8" LINTELS LNTEL LENGTH CLEAR SPAN LNTEL TYPE LNTEL STEEL tWILLED GRAVITY CAPACITY (IAL lon, GRAVITY CAPACITY rIAL (IA9 UFLIP CAPACITY f1e, (1AN UPLIP CAPACITY (IAL (1A2 BOnCH BAR TOP BAR GRAVITY cAPACITY T4V I'-6' PRECAST 0)7 W12 4245 TWR T00S one 10mD9 3'-6' 7-7 PRECAST 0)7 (2)1 2415 %31 Deal Has 48B 4'-V T-B• PRECAST (2)7 C)7 1163 TTI 2111 MaS sme, 4'-6• T-2- PRECAST (2)IS (2)7 1343 NO Me 26M MAS 4'-F 3' 4' PRECAST C) 7 (D 7 1232 1011 2011 2411 2421 1-11 4-0' PRECAST ry17 0 �6 Bl 5 5 b 1 IBC Be 5 .1 4.1. PRECAST B)Is (D 5 (2 7 860 1283 12110 11.11 5-0' PRECAST (2)4 (])7 140 pBD am 1232 NR AM 6. V 5 1' PRECAST (2)4 (2)7 11e p32 1132 flux B 5-V PRECAST (2)7 510 IBA II% imi 1W us 1 1-6' b'4'. PRECAST O)4 lD4 (D7 51A 991 991 B25 Via 1'-8' 6'-4' RECAST WN l2)7 EN 959 Ses 1% 1041 8'-0' b'-S. PRECAST (2)4 D)7 9e2 117 5% 1'.4' T-0' RECAST M-4 (2)7 all 648 En 94' VHV .PRECAST MIA (2)7 776 4% TRIP b-6' 9'd.' PRE AST f9Y4 (D7 60 380 619 ILA b'-0' PRECAST fD5 DI IS 1 56t ill 601 p-0' 10'-a' PRECAST WIG rv) F2%�a 52D 211 561 R-6- II'-2' PlaK i (2)Is MIS ' 49B 151 511 -1. RECAST WIs 0)5 4% 714 442 N-V 12-B' PRECAST (D5 0) 5 4W I% 3% N-B'13'-1.FRESIREBED•(2)7 418 230 446 15'-4' 14'0'FRESTPMSED (D•4 (D7 9 37S 210 401 16'-V FRESTEMsED (9Y4 0) IS RR Rae 2" 163 311 19'-4' 19'-0' FIRSTRE (D5 (119 NR 22 1 V4 BI 254 3A-V 1WR, FRi61RESSED (7)5 MIS NR 201 1 201 IN 231 21 d• 20'-0' PRESTRESSED (2) 5 (v 5 NR In n1 101 209 2210' 20'-v gani asp (1)5 C?, IS ry NR Ib4 ba 100 W 74'-0' 11'-B' FRESTff COs.ED ry)5 f2)5 NR 131 B] 84 I63 NR- NOT RECOR'E}9ED TA&1F N, 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6" X 16' CtIMpOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTELTYFE LNTEL BIEEFL rAx4vlir CAPACITY (OAL(IAU GRAVITY CAPACITY (IAL(IAU UPLPT CAPACITY (IAL(IAl UPLIFT CAPACITY (ML(2AU BOnOM BAR TOP BAR -0 -b ENEGA5T (07 000 0000 ]'-]' CAST ry)7 )7 Mai10000 1000p KbmID d'-0' ]'-8' MISCAST (D7 ti17 4261 100Ae sin IODI 4'-W Y-1' PRECAST (227 D7 Nil 9Bl Sam bm00 4'-e' 3'-4' PRECAST (2)7 t 7 ROB 8414 son CRABS 5'-4' 40 PRECAST fD 19 ___(2) _5 aIN3' 6431 Bain T 5-1 4.6- PRECAST 3913 3600 5/30 6'-4' S-0' PRECAST PRE )7 ' 4n5 41D 4n9 1981 443 6'-6 5.1 PRECAST D)w (2)14 f217 99% 39% 1810 4151 b.1.69 5 PRECAST (2) 14 (V1 3111 20 39B 1., 2 6 1 PRECAST G)1 AD 7911 290 ]030. DODO l-8' -4- PRECAST M4 (1)4 f1 2116 21 Ra MN b'-B' PRECAST (2)4 ON ME 9%1 54 21M PRECAST (2) 4 Dun 13% 23% b00 250D T'RECAOT /2)4 f2J7 I%9 B69 p% 20M V-2' PRECAST (2)4 (2)7 1621 1%1 Ism PIECAST (D5 a 5 140 I'm 115 B04 FRECAST (215 (2)IS me DE 61 Wt 11'-61 11'-1' PRECAST ev5 U51 an 61 OM 13'.4' 12'-0' FSECAST 0)IS (D5 IW N4 545 IRS H-V 11+8' PRECAST (D5 MIS elf 111 466 All w-W 13'-a' PRE61R% (2)4 (2)7 1is HH 451 se9 15'-4' 14 -0' PRESTRESSED M4 )1 1201 p9 411 SM 11 -4' b'-0' Fff91RE66E0 ryY4 )•1 9 Sm DM 61 19'-4' I8'-0' PRESTRESSED f21is IV-3 lay 109 260 513 G0.9 IB'-V PRE6TISI (2)5 (2)5 129 n 243 419 P-W 20'-0' FIR57RE65ED W 5 Vs 33 21 4 22'-0' 20'4. PRESTRESSED (D5 ]) ml 1 14'-0' 12'-8' FRESTRi65ED (D5 (1)5 '481 401 167 Me TABLE NO REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE. LINTELS LEAR PAN Ul TYFE LNTEL STEEL GRAVITY CAPACITY (CAL 0;SU GRAVITY CAPACITY (IAL (TAU UPLIFT CAPACITY (IAL Uft uF_FT CAPACITY fln. D)'S1 BORCm BAR TOP BAR .1' PRECAST (717 (D7 1646 lW 10000 10000 -8 FNAORST 1)7 2) Sees I 0000 100001'PRECAST t41.VV-8- (D7 (2) 41U 10@00 Bell 1000e d PRECAST B)7 MIS 319E 10me0 Ta% )OOHS 0 PRECAST a)Is (1) 6139 b000 Dae 10000-6 PRECAST Ms (2)7 Sell bin 4061 W44 5 0' PRECAOi (2)4 2 6182 6152 3 6 5-V PRRECAST 0)4 (V1 6]30 680 3645 6555-4' FRECMT (1)4 ryl %B SB 344 6p4 6 D. RECAST IN O P" 43 26% 4009 1-B 6-4' RECAST MIN ( 4035 40M Mae 40 5'-9 6'-F IFIRCAFT (2)4 ry17 3130 313A 01i Sese e'-4• 1-01 Pial ])4 W %i0 9420 ROTS 3II 9'4' 6-0' PRECAST ( 4 2134 1610 26M 1e'-61 9' -2' PRECAST ( 4 (2) IS 51 2211 V33 22M II'4' 10'-0' PRECAST (1 IS (2)IS M4 W4 1031 am 10'-a' PRECAST (D5 Tire pis $110 INS 11'-2' PRECAST W IS (D 5 1661 B61 me rol B-4- 11.0- PRECAST 1J 72)5 150t am TB 1414 H-r I2.8 FMs AST M5 D5 1399 1399 6% e H-' 13.4' PRE81iE%ED ()4 (717 593 I593 Sol N1 11 14-0' PRESTRESSED MIA f )7 1124 RNA 506 b% fi 4 1610' PRESTRESSED (2/4 (11IS 1336 150 4n 024 B 4 II PRESTRESSED WIS 2/5 1lem 1053 %60 20.0 I81. PREETRR%ED e15 (05 919 519 am 61 31 .4 2A-e' PRSSTRFNJi (2)5 7 02 2M No 21 0 10'-B' PREOTRE%ED N5 )5 151 191 257 Son 14 0 22-8' PRESTRESSED (VIS 1 651 6" 215 425 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL LENGTH CLEAR SPAN LINTEL TYRE LINTEL STEEL GRAVITY CAPACITY VAL nnu CREAMY CAPACITY f1AL (I15u UPLIFT CAPACITY ell LPLFT CAPACITY (1AL BM 50701 BAR TOP 5AR 1- 6 3 6 1 1' T PRECAST (1) 7 bell 61 4 0' i B CAST (2)7 (2)7 I (Veto all 10900 4-6 31' PRECAST (D7 600 0m0m 10000 i0 4 B' C46i W`1 HIM 100e0 at" WOOD 5 4 4-0- 4' 0' PRECAST WE W's (2)7 W17 90n 10IP00 MISS 5 4'6' PRECAST B"C (2)7 13B1 10000 MON 5B01 W bBBp 11-1. 5'-0' CA5T R)5 (D•4 (2)7 0aB0 %41 C@6U 11-1. 68' PRECAST (2)14 (D7 It006 10000 536 Fo 11-1. 5 4' PRECAST U)4 Din Sme TANDO DART 1,11,000 1.6 6 2 PRECAST lR14 Mn 1408 9%1 UPS 16 l-1.6 4 CABi f11'4 (D7 1110 960 Sea 7326 B-0 6Bg�CAST ST (2)4 (9)7 6N5 1891 3318 6661 B-4 11-1. ST M4 (2) 7 SODA 8 3D31 6 091 9 d' B-0ST D 4. (D 7 5686 2%5 4145 (2) IS mi 35% %44 B21 3063 4' Ill 1.1ST 10.0'ST MIS MIS (D 5 3190 3190 BRI 3098. ST (D5 !) 393E MM W& 21M 11.6' II-7ST MIS (2)IS 211E 9110 an 496 8i (D5 () 5 1416 3416 Due 216814.0 p-8' AST fv5 (1)5 17B 77b 931 B4l a 8' B-4'BBEDfD4 ! 1Btl 2Bll 116 Hal 6 4' Id 0 SSED (2)4I 16 -0'SBED (2)4 (2)7 MIS 1013 6W all 19.4' IB 0' STRESSED n) 5 ID S 160t 10mT 4B i0-0 Al S ee PRE Taff D ( D 5 (1) 5 N%163 11.4 2m -0 6TRE (3)is fD5 Dee 1222 " 21 -0 90-8' PRE81RESaED 5 (2)5 1172 122 15 14-e' 73-B' PRE9IRE%EO /(vD5 (D5 10N 10I4 166 511 TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 6" LINTELS LNTEL LENGTH CLEAR SPAY LINTEL TIES LNTEL STEEL PLAN GRAVITY cAr Itt GRAATT CAP401T (CAL (IM GRAVITY DAPALTF, (IAL (U5U UPL2T DAPoCITY (115L (IFJJ 17FLIP ' CAPACITY (IAL (TAU BORo1 BAR TOPSAIL PRIDE"(2 7 3-6' 24L21 FRECA81 (2)7 MIS $13 B65 all 2451e 2480 4-r 2-V PRECAST IV (2)7 1131 AM N75 B63 3 Al'3-2- PRECAST (2)IS (2 B19 151 IvMM 4-B' 3-14`PRECAST ()IS (215 BOG BSI "I 1396 W6 51' 4-11 PRECAST )I'3 (2)7 6" 930 Sap III IM 5 b' A", PRECAST ()5 (2)7 511 BOG SM 936 Me 6 4 5-0' PRECAST e )4 W1 4% 147 147 715 052 G b' 5.1 PRECAST • Wn 416. TB TB ISO NO 6.8 5-d' PRECAST W, 455 DID 69i l0B 1W 1.6 b2' PE T ()•4 f 301 586 Bell 525 661 l B GA' PRECAST e )% f7 %B 68 493 641 e 0 6-a' PRECAST e •d 3 7 *3 mi.6% 452 i09 B 4 1-1. PRECAST ( )•p 334 50l 411 9 4' 6.0' PRECAST )• (V`G 286 435 435 E& 494 IV-61 9'-2' PRECAST (2)IS 2.45 311 312 23S 433 II'41 b'-0' PRECAST 2 a)5 2153W P39 330 11'-0' 0`9 CAST W 5 ry) 5 202 2 282 n3 215 R•-b' II'-2' PRECA6 Ms 50 243 243 1 51 ME 13•4' 111 PRECAST (D5 IV IS BI 191 IN B0 BB IC-0' 12-4 PRECAST (2) IS MIStlb 16. BI Bl TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL ENGTH CLEAR SPAN LINTEL TYPE UNTIL STEEL 13,FIDUED GRAVITY LAPACRY GR4vITY CAPACITY FIFA (OAU GRAVITY LAPACRY (IAL (V5U UPLET CAPACITY (IAL (IAE UPLIFT CAPACITY 01(2AU BCnC_ BAR 70P BAR 3 2 360 0 69 N34 Aril 2 B' PRECAST (2)IS f7) 7 IN 1425 Bo %3 44' LAST (2)7 (2)IS E am no I1B 4.4' oi0' 3.0' PRECAST (2)7 Sm %3 pain am p30 B B 4.8' 3-4 PRECAST (2) IV IS !])7 bn EM S•V 4.4' PRECAST Ma 558 BAG @46 W0 3 b11 6-B' S-4' PRECAST 0)4 (114 2) 453 693 693 6S8 19IP 1-B 6.4' PRECAST ev4 ]. 315 %B Sea /99 641 B'-' 11-4' PRECAST (U14 316 4B0 400 316 546 9'-6' B•-4' PRECAST (2)4 213 415 45 191 4T1 25. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3, MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. 32. MINIMUM MA50NRT UNIT STRENGTH: PIP 1500 PSI 33 MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 41 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDINd CODE RESIDENTIAL, 6TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.15 1) #5 CONTINUOUS (1) #5 CONTINUOUS I9 313, 6"X16" KNOCKOUT BLOCK 3I3, IbA 8"Xi6" KNOCKOUT BLOCK -xN AA 4• GROUT jP� ACED 4� 'A 000 PSI GROUT .fa IN ( ) ;fa PLACED IN FIELD) • TOP BARS r , TOP BARS: :j" s SEE SCHEDULE y" s SEE SCHEDULE 6 1 6 • (1) #5 CONTINUOUS ,y •'• A (1) #S CONTINUOUS 7//32" STIRRUPS AT 4'-0" cc • •In'• 7/32" STIRRUPS AT 4'-0" cc m ( ED OR WELDED) =fro ,.yn (11ED OR WELDED) ltilm BOTTOM BAR r BOTTOM BARS SEE SCHEDULE (PRECAST) SEE SCHEDULE (2) STRANDS 7/1 I�' 41 1i' 7 WIRE STRESS RELIEVED IIN. MIN. MIN MIN. 270Kel PRESTRESSED T 1 CABLE 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED 31a' 3a, ABLE No 6 REINFORCING SCHEDULE Sc LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LNIEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL GRAVITY CAPACITY (CAL(IAU GR4VrY CAPACITY (ML(IAU UPLIFT LAEALItt f1AL(TAU UPLIFT CAPACITY (IALDAu WITO1BAR TOP BAR CAST (2 E00 ii 10000 3.6' 11' CAST (7 Sol 10000 10000 Iowa 6 =Ot 1 8'FRICAST 12 (2)7 W13 10000 lo" 1=0 4.1. 3.9• FRECA9T R GM 65/0 10000 10000 10000 4.8' 3 4'PRECAST (2 (2)7 064 bm00 10000 boom 5.4' 40 MMcA5T ( f217 IAm00 10000 %l9 10000 RE PCAST ( (9)7 Bala 00001Bt6 WOO 6-4' 5-V Peal ( (VIT 0000 65M b000 6." S'-2' PRELA51 f a)7 em moo 65D ID000 V.S. 5'.4' PRECAST ! (7)7 beep VOi %11 VOW 14 6.7' PRECAST (9 (2) 7 I Mel 12b00 44% mis l B 6 4' FRI DU III (D7 BI11 10000 414e SHE e S 6 B' Car C014 (2 7 14 I0AA0 m 3B5e 1V1 B I .0 1' PRECAST 1 (2) V (1)7 6194 1�6IP T060 4 B •0' c (2) 4 O 5193 6963 1131 5501 al-b.RE 9-1' PCASTi (2)4 1 fD7 40% 5m43 20% 4143 II 4 b'-V PRECAST (21 ME 4221 4221 MISS Men PRECAST (L (1)9 3119 31B B49 3110 1 6 113' PRECAST (2 (2) %R Na MF 3839 5-4' T.C. PRECAST ( D)IS ME!, 199E 125 266 N-0 11-V PRECAST D)5 1131 2131 m 2260 14 a 13-4' PRE61REB6ED fD7 3131 3131 49 1 1 14% B-4 Id'-m' PREBTRE53ED (7 )11 7945 3231 84 1 n -d 16'-V PRESTRESSED Gig R 1]Bp. J B0 531 IB95 B-4 B'-0' FRE6TRE%ED (3d ()5 IBIS I813 436 844 STRESSED a (2)13 16se 391 1% 21-4' 22-0' all 2A-e' PRESTRESSED PRESTRESSED a' (2 1 (2) 14 34B 11 691 b 1/-0' i1'd' PRE9TRE%ED (11 {113 141 Ill T14 a" TABLE No 8 REINFgRCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LNTEL A' .1H CLEAR SPAN _ LNTEL TYPE LINTEL STEEL GRANTY CAPACITY VIP (IAA GRAVTY CAPACITY (IML IIAU un CAPACITY AL (9,5p BOnf1M BAR TOP BAR 2 Sub- 2'-2- PRECAST t2 s sell 10000 6m0A4MV 7-0' PRECAST (2 (])7 9051 100003•-1'PRECAST (2 (117 2741 TOT it we34 CA5T (1 ry)q 2519 G291 ttB5 4' 4-0' PRECAST (27 ry1n AIII 44n /B3e 4'-6- PRECAST (2) D7 M` 4 3564 56-4'3'-0' PRECAST (1A (2)7 me =a 3219LAST(2) 8' 9.4' PRECAST (1) (D7 2%i 1t38 )Bill3048b Rl% 10% 1•b' b-3 PRECAST (L4 (2)IS 2B3 21W 1115 Mae FRELABT (2) V 2100 210E B45 am B-'n PRECAST (7)V M1 1 N% 20 0 e-4 1-0' PRECAST f1 V BJ5 Bib B63 BIB 9.4 0-0' FRI a (2)7 B1 an b54 Sal "IV 9'-2' PRECAST (2) (7) a" a son W4 1F-4' OLD. MC46T (] BB IN 616 IBI tl'-0' II PRELACY f29 ()IS 041 111 5% 1051 II'-2' PRECAST (2Me 9B9 9% 54 b'iB LAST (2 M5 9e1 Sea 466 we H'-0' 11'-B' PECAST (2 (2)5 M2 SQ 44 M5 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8e X 14" RECESS DOOR HEADER LNTEL DT4TM CLEAR SPAN LINTEL TYPE LNTEL STEEL GRAVITY CAPACITY Vi(IFA 6RAVItt DAP.. TT 0115U UPLIFT CAPALITT (ISL(V511 AFFT CA ACITY (IALGAB I, W70Mam TOP EAR 3-8 4 i 1 4b0 0000 9198 4-m 1 V PRECAST ev IS (2) IS %51 ECOO la4m R 1.10' CAST 7 5 915 6 6143 44 30 PRECAST ry)7 W (2)7 Dal 6139 3 4 FRELA9T V ry17 (2)7 319 MIS 6231 55e4-4' CAST (1)5 D7 B14 mile 327 TSB2259 T PRECAST n)4 1 55 2" De B09 ITS U41 VHI 8-4' PRECAST (DV D BB H36 914 3R' 3:L' ^N •• 4•- � 4 Alm • i Alm ' r �A 1g' 8/16-S-(1) #5/(1) #5 8/14-S-(1) #5/(1) #5 ^N •: ' I •` M.• 3 : �F� I6 •IF f� 4 � Y m � s" m .r, 4•.• m m 4 3 13/Ib' #.5/(11 #5#5 3 13Af 6/32-S-(1) # 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 I�"IIII"'I Lvomo�vOomJ SUED LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833-01 PROJECT : R5025.031 00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA pv,11 DATE : 4/15/19 SC -A LE: 1/4ef-1e-O" SHEET 3.1orto SQ.FT. CALC.'S IST FLR LIVING GARAGE 1,833 411 50. FT. SQ. FT. TOTAL LIVING ENTRY LANAI 2,244 22 200 $0. FT. SQ. FT. 80. FT. TOTAL 2,4ro6 SQ. FT. CUBIC VOLUME LIVING 15,S4-1 SQ. FT. CLADDING; W14D LOADS BASK WIND EXPOSURE FOR 3 SECOND OUSTS CALL i DR SEEFOOTAGE 100 MPH WIND DESIGNATION WIDTH HEIGHTZONE 1 22 3068 DR 40' 80' 4 21-S / -30.4 2 34 35-SH 53, 63, 4 31.65 / -41.11 3 112 16 _0r 1132' 84' 5 25.131 / -31313 OHGD 4 11 25-61-1 38, 63, 4 2SA95 / -3220 EGRESS 5 11 25-SH 38' 63' 4 29b5 / -38.81 EGRESS/TEMP. b 54 8068 SGD W, 80' 4 2132 / -213,W 1 33 (2) 25-61-1 15 1/8' 63 I/4' 5 2830 / -36.18 EGRESS 8 34 35-SH 53, 63, 5 31b5 / -41.11 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=100 / VASD=124 MPH B. INTERNAL PRESSURE COEMC:ENT=+ .I8 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 016 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2x4 U • 16, O.C. CABINET SECTION N RE IN, l-M 50' -0" 20'-0" g" I I I I I I 2'-4" 3'-0" 1" 1G'-6" 19'-g" I 14'-r " I LANAI I I (EPL) I 20'-0'x10'-0' F2 -S_SS TEMP Cam' LLARD 22X36 I I ATTIC ACCE$S� 10' -10 " PANEL PAD -OUT STRUCK BLOCK 6 GARAGE WALL 10111 PAD OUT WALL a 12' AFF: 2'-4" I /v'-8" 2—CAR GARAGE 19'-2' x 20'-0' a' -a' CLG. HIS. 3 16'-0' X 1'-0' OHGD BM-------- — — — — — — — — — do SHOWER HEAD 6 V-8' AFF. m mm 13' -8" (2) OEGRESS25-SH OWNER'S SUITE GREAT ROOM 16'-6'xl4'-6' @ 1'-3" m II'-0" 5'-2" 4'-0" „2'-4" 7-0" ------------- @ G Lu I N IR ISH Q O i KITCHEN I n II i acl J j wic I I — L_ & DINING ROOM 10'40'xll'-9' W-W CLG. O InW7�jf N m 2'-10" -- �, 4' 2" - L(3 xoI O.SUITE BATH IAMA) �7 a'-9' CLG. C '�I, � ,'-0" TOWER HEAD e 6'-8' AFF. DEN (MAL) 12'-2'xl2'-I' a' -a' CLG. 35-SH ( 8 0 -0" 2'_3" 4'_6" 41_6" e2 -0" 4'_B" oil/ 20'-0" 9'-0" 50' -0" � 'L00R P L AN SCALE: 1/4 = I'-0' ELEVATION 'A' 48' HIGH v W/ CAP m N m RE FBI A R C H I T E C T S Design Gro u LLC wlvuvvvvu, ri. oc rau PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 O SVHDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833-01 PROJECT*: R5025.031/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA D TE: 4/15/19 ALE: 1/4"=1' — O" SHEET 4 OF 1 u ATTIC VENT CALCS EA OF ATTIC 1833 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ.FT. REQUIRED VENTILATION AREA (8.11 x 144) 879.8 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 879.8) 439.9 SON. OFF RIDGE VENTILATION AREA 116 SQ.IN./VUT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF W SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 38 IF PROVIDED LF OF SOFFIT VENTILATION 72 LF 11 8'-8" BR(3, HGiT G'-8" HDR. HGT., COACH LIGHT TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TYP) 0'-0" FIN. FLR.. SCORE LINE SHINGLE (TYP) Sf TEXTURED CEMENTIOUS COATING: PER (AS111 C926) (TYP) 6'-8" HDR. HC:T ❑❑❑❑ 0'-0" FIN, FLR SCORE LINE FRONT ®1 T T � ELEVATION � � � � ®� 6' WIDE SCORED 4' WIDE SCORED 6' WIDE SCORED STUCCO BAND STUCCO BAND STUCCO BAND SCALE: 1/4 1'-0' ELEVATION 'A' a Gni — �°° iI�I ICI IN IaI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI I4I I8I IN IN -4110I ICI ffj !�I hI I -I hI hI lel I-! 0 1. i E R ELEVATION SCALE: 1/4' = 1'-0' ELEVATION 'A' 6" OFF -RIDGE VENT OFF -RIDGE VENT Z 12 BAND DTL. F3RCi urzT 0" 6'-8" HDR. HG:T.� — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - ---—--—-—--r----r --- ^- — - — - — - — - — - — - — - — - — - — - Illulll l TEXTURED CEMENTIOUS COATING PER (A6TM C926)(TYP) -- - - --- 0'-0" FIN, FLR. so 8'-8" 5RCs. HGT. 6'-8" HDR. HCsT.� r- FIGHT EIJEATION SCALE: 1/4' = I'-0' ELEVATION 'A' (TEXTUREP CEMENTIOU6 COATING PER (ASTM C926) (TYP) -) 0' 0" FIN. FLR.--�Ir-----------------------------------------------�- LEFT EIJE TION SCALE: 1/4' = I'-0' ELEVATION 'A' oa'-8" 5RC:. HC:T. _I � 0'-0" FIN. FLR. HDR. HGT. 0'-0" FIN. FLR. A R C H I T E C T S 4Design Group-LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 J sUBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833- 01 PROJECT#: R5025.031/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHTECT. STATE OF FLORIDA P10 3:%Es, 4/15/19 Ld :3 ALE:,1/4"=1'-O" ,41 EET 5 OF 1 0 DATE: 01-m1-15 m`J 4e/A )II,L(J mil i Jll�{y Illa"`•D7➢ AtJ U L SIMPSON USP DES. .UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-[& 1450 HTA 16-IB 1400 fT1 i0d x I IR' I-RY, fb) Kd 2-PLY. (USP: (10) Ica! % I VZ' • NO Ibtl OPTION) fD META-li I98G (TJ HTA li-IB 1800 (10) I0d x I IR' I -PLY, (USP. (YDJ Imd x I IRY 190m (14) lad T-PLY !WR NO 16d OPTION) HETA-K UU0 NTA li I616 (� Imd x I Iq' I -PLY, [B) 16d T-PLY USP: fK) Imtl z I V2', NO 16d OPTION HETA-Z0 I&0 HTA Z0 KI9 f9)10d x I IA' I -PLY, (8) Kd 2-PLY WR 110/ laid x I IA', NO lid OPTION } � (71 HEtA-70 Tm35 (2) HTA-]0 31t0 (Im) Imd x I In" I -PLY USP! (10) led. I IA' T500 <I2) Ka I-PLT lU&': NO ad OPTIONJ Z 0 LGT-2 ]60 LUGT-2 196 !V V4' x T 1/4' TITEN, 7 PLY (WPC BLK l5)1/4' LL9,.WOOD [I6110d In DETAL-Tm 2460 NO WP CONVERSION FOR bIMF'BON DETAL-70 <I81 - 10d z I Ill, 1 PLT MY 3%6 MUST 4000 (V 9/0' ATR IN HKaH BTI�NGTH EPDXY MM. li' EMBED), fT1)10d TO WOOD (USP: (T8J 10d TO WOOD) NGT-T • I0980 HUGT-2 9366 f2J 3/4' A.T.R IN NIGH STRENGTH EPDXY (MIN. IZ' EMBED), (Ib) 10tl TO WOOD (USP• WOOD /0) Imdl NGT-3 r Im530 HUGi•3 9369 (2> 3/4' ATR M HIGH 6T�NC TN EPDXY MM. IT' EMBEDI, llb) bd TO WOOD fUOP: WOOD (B) imdl LGT3-9D82b 3TB5 LWT-3 5330 (918D8 V4kT I/T' TO GIRDER (4/3/e' x 5' TITEN HD TO WALL (USP: CONC. (4) 3JB' X 5' WEDGE BOLT, WOOD !O) WST5) LTA2 1210 PARALLEL TO WALL 1426 PERPENDICULAR TO WALL LPI'A 1565 Q01 Imd x I•IA' (USP: [I0) 10d x I IR' VGT 4940 NO USP CONVERSION FOR BIMF'BON VfgT <V 5/8' ATR IN NIGH STRENGTH EPDXY MIN. Yl' EMBED). (16J-8D8 I/4'x3' i0 WOOD (1J vGT TIES NO USP CONVERSION FOR 01MP9fAl (2J V6T) <Z) 9/8' A.TR IN HIGH STRENGTH EPDXY (MIN 12' EMBED). (3T1-8D8 I/4'X3' / 2 PLY Mi9-R ImOm M11U U 1999 (14) Cal x 1 !J' (USP: fi4110d x i IR', (14) 10tl) HTB-Ib IB0 HTW Ib Kbm flbl 10a x I IR' fU9P: (16) led x I IR', f161 Imdl HT9-T0 1490 HTW Tm T049 !24) Imtl x I IR' (USP: (24J led x I I/2', (Z0) 10d) HT9-T4 1450 FIIIU T4 ]045 [24) Imd x I IR' CUSP: fT4)10d x i IR', (Z0110d1 LBTA-@ « 929 LSTA 17 9T0 (10) 10d USP: CIO) 10d. LBTA-18 « 1256 LBTA IB 19i0 (14J 10d USP: fl4) I0d META-18 •• BB MSTA•IB 13B (14) 10tl USP: (14) btl (/) MSTA-24 « 1i40. MSTA44 ITBm lIeJ 10d WP: (IW 10d � MBTA-30 « T000 MBTA-9m 214m (12)10d USP: <TT)IOd. � MBTA-% •• ]050 MBTA-% TOTS (Zb)10d USP: f]bJ 10d 1— MSTI-36 9800 KBTI T36 3090 (%) 10d % I Irz' WP: (Bi) led. I I/Z' MBTI.46 9065 KT81 ]40 4TB0 f4811md xlll/' USP: (4811md xIIR' HIS 950 LFTA 6 B95 (0) 0d TO PLATES, (8J ad TO BTUPB lUBP: !Ib) 8d z I la•, (16) etl) BP4 0B9 OPT 4 94D (6110d x I IR' TO STUDS USP: (bl Imtl % 11/t' TO STUDS A34 395 MP 34 410 f4) Bd x I IR' TO BEAM, (41 Bd x I IR' TO POST. USP: f4) Btl x i IR' TO BEAM, f4) Btl z I VT' TO POST. HOP! 649 HNGP 2 10Tm (12110d x I II USP: (10110d x,l Irz' TO ifd18B, (m)10d X I IR' TO PLATE HIOA 1340 RT I6A TIRO (IBl lmd x 112' UOP: (9) 10dx I Id' TO TRUSS, fe) i0d X I I/l' TO PLATE vGT i LIDU4 4565 FMD 4A g938 (K1-BD9 V4•z3' TO U.100D, fl0)-BDb V4S0 IR' W/ THREADED ROD, !]J NUTSNA44HER/Z PLY USP: 5J8' ATR MM. l' EMBED SET M HIGH STRENGTH EPOM, <I0) WOW WOOD SCREWS VGT i HDTB 4940 TDX 10 6110 !li)•8D9 i/4'x9' TO WOOD, (3/-3/4' STUD BOLTO W/ THREADED ROD,.fTJ NUTB/WABHERRPLY : T/8' ATR MIN. T' EMBED 8ET IN HIGH STRENGTH EPDXY /4) T/B� THRu-BOLTS AW 44 2100 6665 PAU 44 TD39 bTTi (U 9/e' ATR M HIGH STRENGTH EPDXY, (MM. l' EMBED) IN GGNC, [IT) Ibd TO WOOD USP: SAME AS 91MPSGN AM bb 23m0 120m0 PAU 66 R536 1986 (IJ 5I0' ATR IN HIGH STRENGTH EPDXY, MIN. T EMBED) IN GONG, (IZAed TO WOOD USP: SAME AS SIMPSON v) LTTI9 « 1340 LTS 19 12m5 (V 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. T' EMBEDl M GON'C, EBNOd TO WOOD USP.- SAME A6 BIMF'8CN � LTTTOB «• 1500 LT910B IImS (V Ill' ATR M HIGH BTRtW T! EPDXT, (MM. T' EFEIEDJ IN GONG. (ImJimd TO WOOD ice, 3/4' ATR MIN T' EMBED SET M HIGH STRENGTH EPDX7, 110/ Imd, (10) led x I i!1', 2-Vl' _ () HTT4 4455 HTT49 4465 (U 9/B' A.TR IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN CONO, (IB1 BD40 X I IA' fUBP. (]0) 16d X ]-IA7 USP HAS MORE NAIL OPTIONS: (]0)10d, fJm) Imd x I -VI', (]0/ Kd x 2 IR' Z Q HTTS 909D HTT49 543m (U 5/B' AtR IN HIGH STRENGTH EPDXY MM. l' WISED) IN GGNO, (Z6) 16d x T Ill' (USP: (Z0) Ktl X Z-Il1') USP HAS MORE NAIL OPTIONS: (28) 10d, f28) Ktl x. I.111', 1Zm116d x 2 Il!' HHDOII-SD8 35+ IIb10 UPND It 12m9m (U 1' AtR IN NIGH STRENGTH EFOXY, (MIN. 19' EMBED) IN coN4. (]4) 0D8 Y.' x 214' LLY>OD SCREWS CUSP. f24) W3.9 WOOD SCREWS) NDTB 6645 Tim 5110 fII T/8' 4E+. M HIGH STRENGTH EPDXY, MIN. l' EMBED) M GONG, (3) 3/4' SCUD BOLTS TO WOOD lUeP: (4) l/0' BOLTS) � MBHA 356/II]9 94T9 0330 NFM35XITU 3165 1i30 SIMPBON: (1/3/4' A.TR M HIGH STRENGTH EPDXY, MM. i.T6' EMBEDMENT) IN CMU. TOP, (U 3/4' ATR IN HIGH STRENGTH EPO%Y, (MIN. 6.15' EMBEDMENT) IN CMU. FADE, (IBdOtl TO BEAM USP: (V I2' J-BOLT W/ MINIMUM b: EMBED.. NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW RAMBETA2EDNEAD DYNA BOLT SLEEVE ANCHOR OR E(i W[ HM. 9' EMBED DEPTH INSTALLED IN THE FADE � L''1 (� HU8C412 (WOOD) 3636 2860 (FLR) HU841TIF 9mi0 ]D3m (FLR) (10) 11 TO HEADER fl0) ad TO WOOD USP; GAME AS SIMPSON 3265 (ROOFI 3TT8 114TOF) Z HUG410 (QTJ) 1810 SmB6 ND410 IF 19m5 3I15 (K/ I/4' x 2-3/4' TITEN f9 PER FLANGE) TO CMII, fl0) U]d TO UIOOD. <UBP: (i8> I/4' x 3' W03 SCREWS, (10) 10d TO WOOD. = HUG210-Z (GMU) IBIm 6085 HDZIO•]IF 1906 31T9 (18J I/4' x 2-3/4' TITEN (9 PER RANGE) TO GI•IU, (10) Imd TO WOOD: `USP: lIB1 I/4' x 3' WB9 SCREWO, lim) Imd TO uA00D HUCTIO-3 fGMU) UNm 4mmm I�TIm-SIF 6f0+5 3TE! (IB) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO GMN, (10) Imtl TO WOOD: (USP: (IB)1l4' x 3' WB9 SCREWS, f 10) Imd TO YK10D LGUM26-2-BD8 143m 5585 NO USP GONVERBION FOR SR1P60N Lf319'D6-Y•BD8 (413/0' x 6' TITEN NO ANCHORS f2 PER FLANGE) TO C.fTU, l4) I/4' x 2 IR' SDS BGRELL6 TO WOOD HIGH STRENGTH EPDXY SIMPSON 'SET EPO%Y-TIE'. CONTACT THE ARGHITEGT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR WP'• CIA ADHE0IVE ANCHORING SYSTEMS. - WHERE ANCHOR EMBEDMENT 15 GREATER THAN l' DEEP, THE VERTICAL DELL IN G.M.U. WALL MU1i BE FILLED SOLID W/ GROUT. •. U]d COY]'ION NAILS CAN BE SUBSTITUTED WITH 10d x 1 I2' NAILS M CONJUNCTION WITH A T3% �PUCTION M THE ALLOWABLE LOAD. WRITTEN APPROVAL F@OI'1 THE ARGH'iEGT I9 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. (n ... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W F- A.T.R. • 4-3m1 4LL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY O< MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CGN'JEGTORB, THE CONTRACTORMUST BE RE5PON61BLE FOR MAKIN;a SURE THAT THE P¢GPER GORR051GN PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL F49TENERS. WHEN USING TiaAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A9TM-Ali USE OF EXPANSION ANCHORS WILL BE EVALUATED ON 4N INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF REGARD PRIOR i0 USE. ALL CONNECTOR VALUES BAKED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-200' ,'HIG.' WIND-RE5i5t4Ni GGwSTR)CTION C-HWB9, AND ANCHORING i FASTENING SYSTEMS FOR CONCRETE i MASONRY CATALOG c-sas-2mu- DIAGONALS FOR BOTTOM CHORD DIAGONALS FOR BOTTOM CHORD BRACING A 20'-0" O.G. MAX (TYP.) BRACING g 20'-0' O.G- MAX (TYR) L✓6 �3 II--T--II II it II II J2 II II II II I I II J2 J4 n u u n n u J4 _ _ _ _ � _ _ � _ � _ = = = I C3G (2) HETA-20 (2) HETA-20 o=11-- - --- ----- C2 c`8 -- -i Gov vIq II — lt— J2 II II II II _ II _ II �/I(7 II II— II III II J2 (1=11 II II II III II II II 11 II II III II J4 II -� II II - L2=11- JI I II J4 J6 == w It u u 11 11 II II II II II II = V8 = I �v II II II II III J6 J8 -___ 11 II II II II II 'I v4 II II II III JS —_III II II II II II II II I I I I tMl =---- J8 III II II II II II k= JS II III JS Ix4 BTM. CHORD II n I� _ _ = JS III 11 II II 11 II - I II II �� u l l n= u u u I BRACING l2' O.G. MAX, I II u w J8 = _ = 0 SECURED W/ (2)10d m u II n II n II I I II I COMMON NAILS is II = EACH CHORD u w JS = _ _ — ° I u u — II — n I INTERSECTION (TYID. II II J8 III II I II II 1= _ IIII II - III II I II II II I III _ — J8 =__= I II � II 11 I II II II II ;;II II ')S III f� I II II II J8 =__= III II II I II II I II II --I� --�- _ _ = JS II II 11 RICIGC II II II II JI- II II=—= J8 III 11 II -{� {� HEADER SPAN CHART J8 II I II II II II �� II II (I - JS J8 III II I II II @ II IIII II II II c-- (HEADER SIZES PER CHART UN.O.) 2 x Iz II II 11 II I;II II II II II II IIF==== EXTERIOR MASONRY J8 II II II II J II II II II I J8 (02 SYP) WALL BRG. HEIGHTS II II II II - 1/16' OSB w u n u u \Q n u - JS • III (TYP.) u 0 It 8'-S' BRG. J8 ATTIC ul n u I' u = _ _ = JS ACCESS II II - II II II II II II II NAIL (3) 12d • 6'-S' O.C. JS TYP. 2x12 BM./HDR. ® m II II II II a II JS ® ENTRY LOAD BRCS. WALL J8 — - — _ III II Q II II II II IIII II II I I II III I II III II II II II II I I' IiI If 11�===— J8 JS II II II II If I II II 11 NON-BRG. WALL III I II I II u n JS III II d II II II II II II II I Ii II II I III _ J8 =__ �I II II it II II II II II II II II III II II III =__� J8 - _ _ = II II II II II II � II II II I II LU I Ii II I J8 ti II II II II II II II II II I) II == J6 J6 =_= w u n u u n m n 14 II 11 II II II II = II II II II = I II J4 III 11 II II II II I� II II it III II J2 u — — —-11 I 1 u n u I' J2 FRAMING NOTES: — _ _ III _ II \ II II -- If _ n — u 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE II — lr 11 �i a li — OR EQUAL, U.N.O. — — — — 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: .\�' ' �` - �s • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 -l� � C�? V' Tr • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH lJ END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 (2) HETA-20 (2) HETA-20 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 ROOPFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN, 6. CONT. STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4' MIN. FROM 2ND. FUR. LINE R®®F FRAMING PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' CONNECTOR ry (y � � q� (ry � � y� SCHEDULE � /"y � � � 7 7 T � CONTROL SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' pBL 2 x 8 5'-d' TO T'-0' DBL 4 x 10 '1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENtS MAXIMUM HEApER SPAN (ftJ UP TO 5'-0' TO g_0 U.N.O. 4'-Il I/2' T'-II I!1' AND UP NUMBER OF HEADER STUDS SUPPORTING ENp OF HEADER I 2 3 NUMEtER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 �II"'lll'I Lv��om0vom� iv Ale IiOT: OAKLAND LAKE (LOT 31) MODEL• 1833 F1833— Ol PROJECT: R5025.031/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1 TE: 4/15/19 ItPALE: 1/4 " =1 , /4"=1' — 0" SHEET OF I ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110Y DUPLEX (� RECEPTACLE IFLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED DUPLEX RECEPTACLE EMO M HALF SWITCHED IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT INTERIPTER (TAMPER RESISTANT CsFI RECEPiAEsLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ GROUND FAULT WWPp CvFI RECEPTACLE INTERUPTER (WEATHER PROOF) SWITCH $3 3-WAY SWITCH $d 4-WAY SWITCH LIGHT FIXTURE- -II*I- WALL MOUNT y-� LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED �..� LIGHT FIXTURE- HANGING LIGHT FIXTURE - CEILING MOUNT LED �(�)( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- {< KEYLESS LIGHT FIXTURE - A V.P. VAPOR PROOF )p( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — Loin VOLTAGE PANEL PANEL METER 5D SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE GATT. BACK-UP W/ HARDWIRE DETECTOR NTERCONNECTED O J-BOX CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC 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: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (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 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24,698 4—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEAT 10,450 TOTAL LOAD 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE TRANSFORMER BANK, SOkVA VOLTAgE, T620/13200-240/480V SERVICE, SINGSLE PHASE TYPE, UNDEWROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE* (120)240 VOLTS) MAXIMUM FAULT CUIRRENT, 1S380 amps POU.ER COMPANY TRANBFOFIMER SERVICE BY OTHERS C �N-J4 NEMA 3R O 200 AMP. 200 AMP ELECTRICAL RISER NOTE, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY V APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POUER CO. (3) • I TH4VTNLLN COPPER CONDUCTORS, (U • 6 THFN/7HUN COPPER GROUND IN 2" CONDUIT. 200 AMP 120/240 VOLT 42 DISCONNECT CIRCUITS AND METER MLO CAN / DATA ^ CABLE / TV 7F y R Box PROOF:BoxEA 'I BONDING TERMINAL TALE CONNECTIONS PROVIDE 04 THFIN/rHUN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD UA4TER PIPE. NOTE, F PVC IS USED THEM 16 NO BOND/GROl2ND TO COLD UA4TER PIPE. COACH COACH LIGHT LIGHT JLJLECTRUCL 1V SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S Design i0 U ISLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �menn �.�m0000, E E 0 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833— 01 PROJECT#: R5025.031/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLONDA o'I I DA": 4/15/19 SC": 1 /4"=1' — O" SHEET 7 OF to r1_7 Building Permit If Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model ff 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 N 10 Wood Screw with sufficient length to achieve 1-1/4' embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use V Tapcon with sufficient length to achieve a 1 V min. embedment with 2 %" minimum edge distance Fixed Glass +29.65/-38.87 +/-SS OP Ply Gem Series 4701 Flange FL 14434.1 non -impact N 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Heaci/Sill (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0'x8'O" FL 5891.5 N/A ITW Tapcon W, Min Embedment 1.1/4", Min Clearance to edge 20, Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4', Min Clearance to edge 1', Min Clearance to adjacent anchor 40. Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Gopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 4" X 1 1 4' min embed ed Tapcon. Max spacing of 7 and 1" OD steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4• x 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits 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: Design Prof: Architect Cert. No. AR0012079 Date: seal 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:407-774-4078 www.abdesigngroup.com AA #: 0003325 IUBDIV. & LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833-01 PROJECT#: R5025.031/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C IrARCHITEC STATE OF FLORIDA PQQ t D E:4/15/19 s ALE:1/4"=l'-0" (U 93 REBAR VERTICALLY (Ulb REBAR VERTICALLY W/ CONC, GONG. POURED CELL (2b' MIN LAP) POURED RED CELL (28' MLAP) R-4.1 MSUL. MIN. TEXTURED GEMENTIOUS COATING d w S' CMI.I ? w PER (ASTM C%26) (TYP.) s� Zo N iv L 1/2, GYP. ILL. SD. 9 CURD WEIGHT VARIES 0 WOOD BASE _ N W z E Q Z 3 I/I' CONC. IZENY. W/ 6'x6' a MAMIAA WAF OR RBERMESFI ON - 3 In' C DNC, REINF. W/ 6'xb' 6-MIL POLY ETHYLENE VAPOR = WIAXUTA WUF OR FIBEta'ESH BARRIER ON DELL -COMPACTED F4'I ON 6-MIL POLY ETHYLENE CLEAN TERIITE TREATED FILL VAPOR BARRIER ON ECESS L 4' 4' 4'Z iER11TE TI�ATED FILL (2) 9 WEAR ON CHAIRS REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 6_'�WZ BLOCK WALL 1 AT GARAGE SCALE, /! . -0 4 WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 10' GONG, FEW YY bkb' Y WbWA OF OR FBER'E91­1 ON w L 6-MIL POLY EIHYLEINE VAPOR `r W SARRER O Ual-CONPAGIEP ... . Q r CLEM TERMITE MATED FILL 3 I/2' CONC, REMF. W/ 6'X6' a . a WIAxWA WAF OR MISERMESH ON PAVE — 6-MIL POLY ETHYLENE VAPOR ° a - a ' 3 1/2' CONC, ROW.W1 b'x6'MESI4 ON ar BASE BARRIER ON U.ELL-COMPACTED CLEAN TER11TE TREATED FILL . 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED 9 REBAR ON FOOTS e' I'-m' z W CLEAN TERMITE TREATED FILL 4' 4' CHAIRS BEYOND L EXTEND FOOTING el) "S REBAR ON CHAIRS 4' 4' 4' 6' RECE88 FOR PAYERS ;l GARAGE STEP-UP UNDER PAVERS I _0. (2) 9 REDAR ONCHAIRS 7 NON -BEARING Q GARAGE DOOR FOOTING PAVER RECESS ENTRY DOOR /2'•1'-0' e' VARIES 8' SEE MANUF. PRODUCT DETAILS FOR I SIZE AND DEPT z 3' 3' OF SS FOR SaD. TRACK i w vARIES FMISH FLOOR _ lU ffi REDAR SET M' M "' a BED, MIRHICN48._ S71i£NGTH EPDXY b' EMBED. MM. � (2) 9 REDAR 4 I -STORY (3) 9 RESAR • 2-STORY V \ a- OUTSIDE REBAR TO BE CONTINUd18 \ �//�/�V `° g _, a ° �VA�VA��VAi ON WAY OR YI.0-6 ° n a 6-MIL A 6-MIL POLY ETHYLENE VAPOR ��) {J•G�i`�t, z m� ..- a.°`. BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 0 2'-I' MIN. LAP SHOWER RECESS FOOTER 1O SLAB AT S. G. D. 11 SCALE,I'•I'-m TYP. RETROFIT FOR OMITTED DOWELS REBAR.rLAP AT FOOTING SCALE,I'0.0' A TIE VERTICAL RESAR TO WORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND SEAM VARIES PER FLEV. F e< C a #_177 (L CLEANOUT REQUIRED FOR INSPECTION PM. FLR. (1) 9 VERT. DOUEL - LAPPED W/ BOND SEAM - - E ° °a TIE VERTICAL REBAR (U •S REBAR AT CORNERS - °a TO WORIZATIONAL - REDAR W/ 10' HOOK , W/ 25' LAP MIN. _ ms TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS F REINFORCING 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:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �III"IIIII ��o�0voo�mm� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL 1833 F1833- 01 PROJECT#: R5025.031/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 1 T TV8 4/15/19 0( `ALE: 1/4"=1'-0" 1 SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) PREED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, GABLE ROOF TRUSS 67H EDITION (2011) GABLE ROOF TRUSS ❑ DO NOT EXCEED �' ❑ DO N07 EXCEED 8' CMU BLOCK 8' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES } DRYWALL WINDOW/DOOR JAMB OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST l2J BAYS �' DRYWALL ' METHOD PER 'NAILING SCHEDULE' AT FIRST O.G.) SHEATHING SEAMS) P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or J'x4' MIN. BLOCKING FASTENER (SEE WNDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACNMENr DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUB -BAND TIFFBAGK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-IO' HIGH MEMBER w/ (2)12d NAILS 8' FROM TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING EACH END and 0 18' O.C. MAX (ATTACHED TO BLOCKING P.T. Ix4 or i'x4' MIN: cm (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 70 BLOCK w/ Y' x 9' SET IN (l)' TAPCON (MIN. EMBEDMENT 1') ANCHOR BOLT w/ 2' WASHER 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+4" Or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and 9 18' O.C. MAX WALL Sor HEATHING D PER NAANNASCHEDM T (8' MIN. EMBEDMENT 32' O.G. MAX) DOOR JAMB TO BLOCK + 4" Or +4" DOOR JAMB TO BLOCK +3" (1) DRIVE PIN, 8' FROM EACH ENE) and SECURE GABLE TO 2x8 P.T. PLATE 4A ( ) ( ) w/ 12d NAILS 9 8' O.G. MAX r.1-m' 4E IS' MIN. SHANK SIZE .145 SCALE: I • I 0 MIN. HEAD SIZE 300 B NT. 2x4 RAT -RUN ATTACHED 70 EACH MIN. EMBEDMENT 141 TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED is MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED GEMENTI710US or 10'-O' O.C. MAX LT SHIM AS NEEDED ELT SHIM AS NEEDED P.T. 2x4: CED COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) a' TAPCON C926) OVER C (R-VALUE PER ENERGY CALCS) ❑ END and A 18' O.C. MAX DO NOT EXCEED ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 149 8' FROM EACH -v� � 'GYPSUM BOARD OR J' NIGH STRENGTH 8 CMU BLOCK � 8' CMU BLOCK �DRYWALL or CEILING BOARD � DRYWALL (U DRIVE PIN, 8' FROM EACH END and ONG. FILLED U-BLOCK w/ (U "5 P.T. 2x BLOCK WALL SECTION - GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER Q 18' O.C. MAX 1 SINGLE STORY SCALE: 3/4'.I'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING DOOR CASING � OSB (4'WIDE MINI MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN, HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OCR JAMB / WINDOW MIN. EMBEDMENT 1' SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 of THE FBCR, WINDOW TO BLOCK (+1 2") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MN. EMBEDMENTTO II �q') 8')FROM EACH 6TH EDITION (2011) DOOR JAMB TO BLOCK (+1 2") THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) END and ai 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/' TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE'' I'•I' m' (2) DRIVE PINS, 8' FROM EACH ENp and RE -ENGINEERED ROOF TRUSS 4 IS' O.G. MAX EMBEDDED STRAP WINDOW TO BLOCK (+3 %6") MIN. SHANK SIZE .145 MIN. HEAD 61ZE 300 Att OR BLOWN -IN INSULATION (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I SHIM AS NEEDED 4F 70 PLUMB JAMB, SCALE: I'•I'-m' METAL DRIP EDG 'GYPSUM BOARD OR HIGH ❑ DO NOT EXCEED' P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE 70 BLOCK w/ (2)' TAPCONS VENTEp --SONG. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT 149 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and s 18' O.C. MAX ER PLAN (SEE WNDOW/DOOR JAMB BLOCKINGCAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' 055 (4' WIDE MIN.) t0 PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING � DO N07 EXCEED (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW 6 18' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 1' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE R SCHEDULE F JAMB BLOCKINACHMG P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or 1' 065) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x t0 STRUCTURAL :7 w/ �' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) J' TAPCON PLACE SILL (PER BLDR 'GYPSUM WALL BOARD EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 J') 8' FROM EACH ' TEXTURED GEMENTITIOUS 1) 45 REBAR VERTICALLY IN WINDOW TO BLOCK (+l 1%6') PER MFR'S SPECIFICATIONS) END and a IS' O.C. MAX or COATING MIN. (PER ASTM GONG. POURED CELL 15 (I) DRIVE PIN, 8' FROM EACH END and NOTE: CT(o) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+l /6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX 8' C ' P.T. FURRING STRIPS a IV O.C. 4C WALE, 1'-1'-0' THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) MIN. SHANK SIZE .145 w/ i' TAPCON MIN.1 �' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 E) BASE MIN. EMBEDMENT 1 j' NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 " P.T. (2) 2x6:Em TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 l6 ) )NCRETE SLAB DO NOT EXCEED ' 4G SCALE, 1'4-0' SECURE TO BLOCK w/ (2) TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I J7 8' FROM EACH AND REINFORCEMENT)8' CMU BLOCK END and IS' O.C. MAX X7ERIOR WALL FOOTING 'DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) (SEE WNDOW/DOOR JAMB BLOCKING SIMPSON HtS2O w/ (10J 10d NAILS TO TRUSS 4 * 18' O.C. MAX 2 FASTENER SCHEDULE FOR ATTAC41ENT P.T. Ix (4 WIDE MIN.) (4) J'X2 #' 7APCON6 INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145 SINGLE 510RT SCALE: 3/4 .I -fd DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING:7 UPLIFT UP TO 2 35O lb ONTINUOUS BOND MIN. EMBEDMENT I' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS BEAM (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY GALLS) STRENGTH CEILING BOARD NOTE, (10)10d NAILS 70 TRUSS 4 (4) �'X2 J' TAPCONS P.T. (2) 2x8: Em STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2)' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or ' OSB) (or EQUIVALENT INSTALLED PER MR'S SPECS b (MIN. EMBEDMENT I') 8' FROM EACH w/ JTAPCON MIN I 4EMBEDMENT INTO BLOCK � — - END and g 18' O.C. MAX TAPCONS MIN. or OFENINCs 22' x 30' MIN. �_wooD CASING AT SIDE WINDOW TO BLOCK (+2 Y") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS V APART 9 18' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 �4") TRUSS ANCHOR RETRO-FIT MIN. SHANK SIZE .145 SCALE: N.T.S. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 4D 5 MIN. HEAD SIZE 300 PER R801.f OF THE FBCR 20I1, 6th EDITION BOARD (TYP) SCALE: r.r-m' SCALE: Nrs. MIN. EMBEDMENT I i' 001 A R C H I T E C T S Desn Grou L L C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �oovo�000v� STJBDIV. & LOT: OAKLAND LAKE (LOT 31) MODEIz 1833 F1833— 01 PROJECT*: R5025.031/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA D tEz` 4/15/19 S ALE:1/4"=1'-0" SHEET D 2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE V 0.55. or V CDX PLYWOOD - Sd RING SHANK GUN NAILS 6 4' O.C. 6 SUPPORTED PANEL EDGE5 AND 8d RING SHANK GUN NAILS 9 VOL, 0 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 10 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. OF DIAPHRAGM - CEMENTITIOUS TILE or METAL CDX EXTERIOR PLYWOOD or 5`/3? APA-RATED 0.8$. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS 6 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS 9 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 9 4' O.C. EDGEWISE. TOP CHORE) BLOCKING 9 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING EXTERIOR WALL SHEATHING SPACES a EACH EN PRE-ENGINEERED TRU55 Xe 0.5.5. or PLYWOOD or 7(6 ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS is 4' O.C. 0 or RAFTS PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN SHANK GUN NAILS is 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM A ANY MANUFACTURER 0 NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %8 .131 110,00 RING (I6-20 RINGS PER INCH) BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6 4' O.G. TOP t BOTTOM EDGES . N J Z N ty o Q Sd RING SHANK GUN NAILS Q 6' O.C. IN FIELD �o Lu NIMUM 4'-0' OvERLP TOP PLATE5FLCE COMMON m SECURE TIOP PLATES wAlbd NAIL5® 4I O.C. Z Z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROW5,STAGGERED vo (O.S.B. TO BE STRUCTURAL GRADE) C a 8d RING SHANK GUN NAILS 12' z u O.C. IN FIELD ln:z or a 0 8d x 3' SCREW SHANK BALLISTIC NOTE: Q o o @ o ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-O' a NAILS 9 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 0 UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF i THIS DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T4G 5U5-FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (0,65. TO BE STRUCTURAL GRADE) 3 NOTE: --PRE-ENGINEERED GABLE TRUSS DIAGONAL BRACE m CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS DIAGONAL BRACE TO BE Q ANY SPAN 15'-O' OR (4'-0' O.C. B SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS EACH TRUSS (DIAGONAL 0'-0' - 30'-0' USE (1) X-BRACE X-BRACING TO COVER 5-TRU55ES 30'-1' - 60'-0' USE (3) X-BRACE _ (U X-BRACE 9 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRU55 ENGINEERING PLASTIC OR METAL WEEP SCREE SHOWN w/ CMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) 7B A2 ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X-BRACING TRU55 w/ (2)12d NAILS 1 _ INSTALLED 6 MID -POINT OF TRUSS SPAN SGALE: s/a'=r-m' Or 10'-0' O.C. MAX 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 l �IIIIII'll �emmosmmmo� ��8 IN IE L SVBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833-01 PROJECT*: R5025.031 00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA D E: 4/15/19 s ALE:1/4"=1'-0" SHEET �3 VTCR of (1) 0 EA V O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-V ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 o I I o NED ECURE 2x6 MIN. TO BLOCK w/ (2)V x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. (V EMBEDMENT) L 1�1 7 �L CURE 2x6 MIN. TO BLOCK w/ (3)V x V ANCHOR BOLTS w/ 2' FWASHER SET IN 6IMP50N or USP NIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT I o GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'.I'-O' �-�PRE-ENGINEERED TRUSS V GYPSUM BOARD OR I' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS is 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 0 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'=I'-0' --ENGINEERED TRUSS `-79' GYPSUM BOARD OR I' HIGH STRENGTH CEILING BOARD 3 W TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) }' GYPSUM WALL BOARD SON 3 g/8 METAL STUDS (25 GAUGE) is 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE g 12' O.C. 3 5/s' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x 1' MIN. MASONRY NAIL w/ WASHER a 32' O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-O' ' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C926) OVER CMU----\ ' CMU BLOCK IN�- STRIP 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x S' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS k WASHER SET IN 51MR50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS tj= STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) SECTION ROOM ALVANIZED STEEL VERTICAL TRACK $ (BY OTHERS - INSTALLED PER SCALE: V.S.MANUFACTURER'S SPECIFICATIONS) A R C H IT E C T S Design ro u ITLILC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 IIIIIIIINI �moe0000m� sUBDIV. 7LAKE OAKLAND(LOT MODEL: 1833 F1833-01 PROJECT#: R5025.031/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 1 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY—\ TO OSB AROUND PENETRATION 1" OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE, ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAPAROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL }• TO GAP MiN. 6.roe' 6•Toe' J" THICK, 3 COAT CEMENT PLASTER WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61 " (VERT.) O.C. MAX AT SUPPORTS WRB LAYER �, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING T--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 BCALE: N.TS. NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER $2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING ITE SPRAY ADHESIVE �TLY TO OSB AROUND TRATION TOMERIC COATING 4PPROVED EQUAL) STUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415—IN. (121—MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD STU z y SHEATH WRB 01 TAPED Ti SHEATHING w/ Wi *2 OVER TOP. WF 12 TO BE LAPPE_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 MALE: NTS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SClLE: KTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 8 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I' METAL LATH TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL ' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE ':'-- ; (WRB LAYER 01, 1 STUCCOWRAP OR `" APPROVED EQUAL) '• WRB LAYER 02 z (FORTIF15ER z BUILDING PAPER OR E APPROVED EQUAL) STUCCO SHEATHING METAL LATH X X X X STUCCO a •�� %//////////// SELF—ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-091 MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 01111111111 ovmvoomov.& SUBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833-01 PROJECT*: R5025.031/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA PQ�1 �TE:\ 4/15/19 S AT :1/4"=1'-0" VV AI TEXTURED CEMENTITIOU5 WR5 LAYER 11, 5TUCCOWRAP (OR APPROVED COATING X EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING WOOD SHEATHING " THICK. 3 COAT /—PAPER (OR APPROVED EQUAL) �— VENT CAP 15 TO 5E SET IN CONTINUOUS B1ED OF CEMENT PLASTER / —�RB LAYER #1, 5TUCCOWRAP (OR APPROVED I �� `', SEALANT. �— 9DCD=M AKII it ntDVMn "t, it e EQUAL) TAPED DIKECTLT TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUP. _ (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WR5 APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT y ABOVE SHINGLES NON -MOVABLE FRAME AND STUCCO ON ALL DIVERTER 1" MIN. " u= .. XASEALANT ALL SIDES 5ELF-ADHERING FLASHING 51DE5,Y„ SEALANT a JOINTS ALL AROUND Y $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH DRYER VENT BLOCK DRYFLEKT KICKOUT DIVERTER WR5 LAYER #2, FORTIF15ER BUILDING �o PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT FRAME) OVER "QUICK FLASH" FELT UNDERLAYMENT 6A SCALE: ".T.S. F FBC R103.1.1 SHINGLE ROOFING PIPE THROUGH WALL EXTERIOR LATHING AND PLASTERING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL BUILDING PAPER ^ rt EXTEND 1/2' BELOW i i�i�� „ni iNGlrV �i AAIJII PER COMPLY WITH THE APPLICATION REQUIREMENTS OF �rr�rirtiivc;, i ir_:�,Mi44IviL„ALL i - _-_I-_ ,_,, Az5117 G `�r -ILA. FASTEN 4" O.C. MAX. VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WR5 LAYER 12, FORTIF15ER LEGEND WOOD WR5 LAYER 1, BUILDING PAPER (OR DRAINAGE PLANE NOTE; CONSTRUCTION 4 STUCCOWRAP (OR APPROVED EQUAL) (WR5 LAYER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL At BOTTOM OF ROOF WALL 5 BCALE:NTS. SHEATHING WR5 LAYER #2, WOOD 7/8" TEXTURED FINISH WOOD WR5 LAYER 12 INTERSECTIONS FORTIF15ER CONSTRUCTION FA5TEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILDING PAPER (OR 8" CMU MEMBER Q 1" O.C. MAX OR APPROVED EQUAL) APPROVED EQUAL) =� „ 5 „ AREA TO RECEIVE 1 COAT OF 6HER-CRETE - Ya TO /8 MID -WALL METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOPER or 1 THICK, 3 COAT CEMENT WEEP 5CREED WOOD FRAMED PLASTER „ STUCCO a SCRATCH COAT PRIOR TO ELEC. METER 6 WIDE STRIP SELF INSTALLATION WALL Ys" TO 1/8" MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING WEEP 5CREED MASONRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/WAI) 6" SELF -ADHERING FLASHING TEXTURED FIN15H 1@ MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: ELEC. METER FIELD VERIFY (FRAME TO BLOCK) METAL LATH: LATH TO BE PER FBC R�m3.i.l / ABTM • LOCATION SCALE: �F�RAMETOFR�AME� / D SCALE: N.T.S. C-84l-091 MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 8 APPLY SEALANT AT WEEP SCREED END TO END JOINTS NOMINAL LATH DOES NO t MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 8 SIDES ONLY PLASH 1 PIECES TO COVER BOX 4° EMA : ATTACH PER PAST EACH SIDE. STARTING AT THE F. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN "X" GUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE PILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH I INTO THE OPENING POLYMERIC ISOCYANATE-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 5OXLLL . EXTENDING TO NO CLOSER WOOD SHEATHING THAN 1" TO CORNER, STEP 1 STEP 2 STEP 3 WR5 LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING PLASHING APPLY E-Z BEAD °o OVER STUCCO/ C.V. FIN15H FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADED FELT (OR APPROVED EQUAL) 0, j a 0. (BEE TYPICAL WALL SELF ADHERING PLASHING PER PLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) METHOD AS DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT ' ° ELECTRICAL CONDUIT METAL LATH "PIPE PENETRATION DETAIL" • ° • ° • ° ° PENETRATION AT ALL JOINTS AND .0.0.0.0 8 scALE: N.TS. APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WR5 LAYER #2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) 9 _E%N.T . Ta STEP 6 A R C H IT 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 �nnmui `m000�.am, OOEE C� O .0 L sTJBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833-01 PROJECT#: R5025.031/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 4/15/19 1/4"=1'-0" HEET� UV A2 WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL W/ V TYPE "X' DRYWALL WOOD SHEATHING WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)\, AMIGO AM66-WFWC-l80 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) J I^ WRB LAYER 01, STUCCOUIRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) , 6' SELF-ADHEREING FLASHING WRAPPED -9 CORNER OF CANTILEVER Hk xk x AMICO AM66-9WC-180 CUSTOM GA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 1 y"XI %4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 8 STICK 6 DRIP EDGE TO DECK SUP FLOOR FULL SHEETS OF PEEL 4 STICK I Y'XI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR BACKER ROD 4 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING EQUAL) CASING BEAD 5/8' TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH 8' THICK, 3 COAT CEMENT PLASTER VINYL_ (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3' 26 GA. GALV. METAL DRIP cE SET IN FULL BED OF SEALANT, Y' SPACE FROM DRIP FACE TO TREX iAP FOR BACKER ROD 8 SEALANT 1 (OR APPROVED EQUAL) CA51NG BEAD THER RE515TIVE BARRIER 01 THER RESISTIVE BARRIER #2 •**COMPONENT5 PULLED -� 1 APART FOR CLARITY 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) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #I 'WEATHER RESISTIVE BARRIER #2 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) Wj_'ADRIP EDGE INSTALLATION KT.S. Y4' GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR- ,,,--3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,/1/2' MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90- VINYL (OR APPROVED EQUAL) CASING BEAD I Y'XI Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y' GAP FOR SEALANT e DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 ***COMPONENTS PULLED APART FOR CLARITY WEATHER RESISTIVE BARRIER #2 'a' THICK 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) , ;'BALCONY DRIP EDGE INSTALLATION 1 1 DE. urA PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER s' TRICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING a l' O.C. MAX. WRB LAYER #1, 5TUCCOWRAP - (OR APPROVED EQUAL) WOOD SHEATHING j� METAL LATH LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @FRAME IA)NTB. CORNER BEAD (FASTENER 8 SPACING s l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD @ BLOCK 1 �D BCALE: N.T.S. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 6' SELF ADHERING 4 FLASHING PEEL 8 STICK I Y2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y2' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING I Y,2°x3" "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. 41 SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ 'T' FLASHING A R C H IT 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 \� 000000J SvsDIV. ee LOT: OAKLAND LAKE (LOT 31) MODEL: 1833 F1833- 01 PROJECT#: R5025.031/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA WO D E• 4/15/19 ALE: 1 /4"=1' - 0" V V A3 IIN C?CHLFiIN I, WHr_TC>= rrL�c.Ha!- , t vv A�J_j WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER V5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE u WRB LAYER #I, 5TUCC0WRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH ' THICK, 3 COAT CEMENT PLASTER 6' SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @ WINDOW FRAME, NO BAND 13A SCALE: RM WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED 8" THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RE515TIVE BARRIER •1 WEATHER RE516TIVE BARRIER 12 a/6' X l Y4' LAP 51DING W/6' REVEAL V 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR SEAL OPENING GALV'D METAL W FLASHING STUCCO CA51NG BEAD_ SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION WOOD SHEATHING WEATHER RESISTIVE BARRIER #I WEATHER RE515TIVE BARRIER 02 %6' X l Y' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%a' FLEXIBLE PVC BACKER ROD) 6' 5ELF-ADHERING FLASHING THICK, 3 COAT CEMENT PLASTER WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 a WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT - PLASTER WOOD SHEATHING _q WRB LAYER #1, 5TUCCOWRAP T(OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CA51NG BEAD METAL LATH VSELF-ADHERING FLASHING ' IExPLoDED 1' THICK, 3 COAT VIELU DRIP CAP C ARI�R \ CEMENT PLASTER WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE 13B (FRAME, W/ BAND) 6' 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6' 5ELF-ADHERING FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF "Z" FLASHING p WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 GALV'D METAL 'Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (WIY" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER #2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 1 4a a WOOD SHEATHING 5ELF-ADHE6IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE�� 2X FRAMING MEMBER /jj BUILDING WRAP GAP YP A61NG BEAD TO WINDOW $" THICK, 3 COAT CEMENT Ya' GAP TYP PLASTER CA61NG BEAD METAL LATH 1X TRIM MEMBER 'a STUCCO TO TRIM TO 511DING TRAN51TION WRB LAYER 112, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `—WRB LAYER #I, 5TUCCOWRAP WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO �A� CASING BEAD 14 ScaLE: N rs. r CP400-WCTIOW WOOD SHEATHING METAL LATH WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD IWOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH aim THICK, 3 COAT CEMENT (EXPLODED PLASTER la VIEW FOR CL,4RITY) CASING BEAD @ RAISED BAND FRAME 1 J SCALE: N.Ts. METAL LATH SEALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME —�—� I _ \—WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) 6' WIDE PEEL 8 STICK OVER FLANGE E-Z BEAD VINYL 2X FRAM (OR APPROVED EQUAL) CASING MEME (W/%a' FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP -;� EEZ BEAD WINDOW CASING U " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / (0" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY 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:407-77"078 www.abdesigngroup.com AA #: 0003325 il L0�00000� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 31) MODEL• 1833 F1833- 01 PROJECT#: R5025.031/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT STATE OF FLORIDA 1C9g TE: 4/15/19 ALE: 1 /4"=1' - rg CUT HOUSEWRAP AT 450 ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) (FRAME) APPLY OSI W2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASWINCs (PERM -A -BARRIER OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLAS TEMPORARILY FOLD -I I= e SECURE HOUSEWRAf 'p UNDER) at FOLD HOUSE IN AT JAM55 SLOPE SILL R. EXTE INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, 5TAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL J1Pir V NOTE: 1. IT 15 THE CONTACTORS RE5PON5I5ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT V 5ELF-ADHERING i OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP 0JL11 1 ' MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK APPLY 3/8' NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING AND DAMS REQ'D. AT EACH END OF SILL JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI APPLY FLASHING C INSTALL V WIDE BACKED FLEXIBLI MATERIAL OVER DRIP IPROTECTO-WRA OR APPROV g' MIN. TEXTURED '�-EMENTITIOU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS") (MIN. THICKNESS g") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 SCALE: N.TS- STEP 5 „e• $' MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H IT 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 M 0003325 �mmmi �o�moemo� sysDIV. I OAKLAND(LOT MODEL: 183F1833-PROJECT#: R5025.031PAGE: WAL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORID D E: 4/15/19 VU A5 ROOF PLAN ELEVATION "D" SCALE: 3/16 = 1'- �v 7 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,-8„ ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED kz)Impson) or kusp) ( HUS26 (S) HUS26 © HGUS26-2 © THDH26-2 Q HGUS26-3 E) THDH26-3 (DD OD RT16A (D CONNECTION BY BUILDER //W - Ne4/ FILE Copy ,16 REVIEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT ❑ REJECTED/ RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION 'Submittals are reviewed for conformance with design intent and general complideea with the Contract Documents only. Notations Do Not AothorlMe Changes to Contract Sum. Reviews, Comments and/of corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating all quantities, dlmensloss, tolerances, clearances, fabrication processes, technlaeea and sequences of construction, rompal,blhty of materials and materials coordination of their ao,I :,nh other traNt and subcontractors performance of ,mil, a sate and saNitaetory manner and ull compliance w ;! untlact Docim". -/1 rAt REVIEWED BY 0. DESIGN GROUP Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. 5 1 i1i i 8" BRG. I n; 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 supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSERITY OF TRUSS DESIGNER. PLATE MANUFACAM NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN( PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINONG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE "TICS-81 Summary STael COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSESr (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO 94EATHING IS APPLIED DIRECTLY TO THE TOP CHORDS: THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CANE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �—R HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low—rise)/C—C hybrid Wind ASCE 7-10 Expomne Category : C Bldg Category : 2 Vl Design Velocity :160 MPH Imp. Factor: 1.00 'Mind Load Duration Factor : 1.60 Mom Roof Height : 115fl. B,Ioa M Ell Shwa Eno 1/e051 25% N. KNOS HIGHWAY FT. PWRCE, FL 34951 (772) 464-4160 COMPANIES, INC. 2590 N. KMgs Highway Fat Pierce, FL 34951 CUSTOMER: Plan — 1833 Elev DATE DRANK 9Y: MAWNG N -o" 2/01 /2019 dhc 1833-DA- 1 '1 D5- Leg q - BY -- St. Lucie County