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HomeMy WebLinkAboutPLANSRE IEWED FdRl LE CODE COMPLIANCE ST. LUCIE COUNTY INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GN GENERAL NOTES 7 22 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT S XXX 0 0 - 01 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS i Fifft tfilkxnes a n h o m e s. co m TABLE R301.2(1) y CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA [SNOW ROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND I ICE BARRIER FLOOD AIR MEAN Speed Topographic DESIGN , Frost line DESIGN UNDERLAYMENT HAZARDS° FREEZING ANNUAL LOAD (mph) effects" CATEGORY` Weathering depth' Termite` TEMPREQUIRED ° INDEX TEMP N/A 1very 60-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) • ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C 1ST FLR. LIVING 1,122 SQ. FT. • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH TOTAL LIVING 1,122 SQ. FT. RISK CATEGORY II ENTRY 34 SQ. FT. • EXPOSURE CATEGORY — EXPOSURE C GARAGE 432 SQ. FT. el —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,188 SQ. FT. PATIO 18 SQ. FT. • STATE OF FLORIDA GU13Ic VOLUME LIVING 16311 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 56'-0" PROFESSIONAL ARCHITECT: (ELEVATION B) 40'-0" 56'-0" JAMES CANTWELL LANAI 40'-0" 64'-0" AR NO, 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN SCANNED GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. RV St. Lucie A R C H I T E C T S Design Group—LLC LONOWOOD, FL 32750— PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII Lv��vOo�oo� E 8 C6 E O C SVHDIV. 8e LOT: OAKLAND LAKE (LOT 46) MODEL 1722 XXX00-01 PROJECT#: R5025.046/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA r A E: 3/14/19 ALE: 1/4 "=I, — 0" HEET C S OF /9v /- 035�0 ,cle ccvr, REVIEWED FOR CODE COMPLIANCE ST* LUCIE COUNTY GENERAL NOTES 1. 2. 9 4. 5. 6, 7, 8. 9, 10. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS.,_ (PSF) A. 1. SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4, POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 R FLOOR DEAD LOADS (PSF) B. 1. ALL AREAS 10 C. ROOF LIVE LOADS C.I. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSFt D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT, = 160 MPH, VASD =124 MPH El EXPOSURE CATEGORY C E,3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E.A. INTERNAL PRESSURE COEFFICIENT (GC_pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS m0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILSANDHANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER' NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION. OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED, OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F, AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017), WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN LW 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 WITHINfLOOR/CEILING ASSEMBLIES, ROOFICEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 7 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 R302.51: 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Yz -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 '/rINCHGYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6, 7. 8. 9. 10. 11, 12. 11 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 1'- 0" BELOW FINISH GRADE (MIN,). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE. RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OFAT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA; AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS, CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AC1318-11. 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%. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONSOF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-Mb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 1 CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO - OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. & CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .1" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.A. 45. W31 OR D31 AND SMALLER 9' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER 3/," D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y? 7, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. & 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 VEH ICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.A. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E1. 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 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSO EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.O. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE ''%' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. it WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12.. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14, AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.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 ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 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 "SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 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 (92.91v'). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WIN DSPEED/ EXPOSURE 16OMPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION 12017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906A FITTINGS SHALL MEET THE. REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A MAXIMUM OF & HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH W" AMAFLEX 3. CONDENSATION LINES SHALL BE MINIMUM'R PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPMEACH. 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. % DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 3027 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 ORPORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R7037.1 OF THE FBCR, 6TH EDITION 12017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - I lAAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11,1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS, CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE: 05/18/18 A R C H I T E C T S Design G ro u ITLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �miumi �eomoemoco� O V C6 W E O L STJBDIV. & LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00-Ol PROJECT#: R5025.046/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT ') STATE OF FLORIDA i JAMES CANTWELL AR NO 12079 t)ATE:`-3/14/19 FSCAT :1/4"=1'-0"' SHEET u NoF REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY A R C H I T E C SECURE STRAP TO CONC. U1/ (2) 3/1&'x2' TAPCONS 3 1/2' TI CONC. SLAB SIMPSON LU5 ROLL STRAP OR EQUAL SECURE STRAP p TO UNIT W/ (2) "Sxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'x3'x36' t5TL. POLE ON 1/4'xb' DIA. BASE (2) 1/2'xb' A.B. d BOLLARD DETAIL k FTMiR I �I 2'VTR KITCHEN ilk .1 SINK W/ or i I AUTO VENT 2-11 I I I 11/2 11jz -1 1 /z \ \ 2 I 2, PHOW \ , I , LAV I 2' I I �Ul^SHER n 2'VTR 21- II/z� � 1 I/2 I TUB LV'2 3' TO MAIN PLUMBING RISER DIAGRAM 0 0 1 32.111 o'-O" YI'-1111 1 ■ I V-0" FIN. ELEV. OIL FIN, CONIC, SLAB ■ I C 31/2' CONC., REINFORCED V 6'x6'-WI.4 x UA ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE TREATED WELL -COMPACTED CLEAN FILL ■I II'-4' 4'-6 I' PVC CHASE FOR ELEC. e ISLAND 3 -71, „ 101-3" LAV j i \\� ■ i i OPT. i i i OPT. — I Lo 1 ' EXTEND Dl ° SLAB 1 I/2' ■ 4'-4° 2'-1V 2'_8" 10" 3/4'471 CONDENSATE DI R\� / LINE ram* . A/c r^ 41/2' (COND. i i A BOLLARD � DI ■ N — 4' I 3 1/2' CONC, SLA5 C31/1' CGNC, REINFORCED �p I W/ VW-UA x U.4 ON 6-MIL POLY ETHYLENE Q ■ I VAPOR BARRIER ON TEWITE MATED DELL -COMPACTED 11 4 CLEAN FILL 4 � Dl ■ -6' RECESS SLAB J FOR PAVERS 8 HB+ I Dl I dl"7 — — — / Il li RAW4E t = ri m -3 1/2 2 -II' 2'- -1 2'-1 LAY L___J 19'-4" 9A DI +-3 1/2' PAVERS ■"IN■ 2'- a" 4'_8 I'-4" 21 4" 6'-(O" lk 401-0" Fu"N UNDTIN -PLAN- SCALE: 1/4 = 1'-0' 'ELEVATION A' i; TUB m N Design Groupp LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-774-4078 www.abdesigngroup.com AA #: 0003325 �num�i r vBDIV. ee LOT OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00—01 PROJECT#: R5025.046/0000 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT. - STATE OF FLORIDA D#�E: 3\/14 /19 ALE: 1 /4"-1' — 0" HEET I OF v I -AI L42- 19'-m" EL PLAN SCALE: 1/4 = 1'-0' 'ELEVATION A' r I ri I S _ r N I - N N lP _ I m 1 N I- N I N m r m I N v REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 7TA R C H I T E C T S 014ff 0003325 �"'llll"I L000000000J IF E 8 ca 0 E 0 ol SXJBDIV. & LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00-01 PROJECT#: R5025.046/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA TE: 3/14/19 CALF: 1 /4"=1' - O" SHEET 2 OF REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 8'-S' BLK BR',Cx. SHEAR UJALL SEGMENT woop FRAME BEARINCs WALL INTERIOR: 2x4 WALL 16' O.G., UNO. EXTERIOR WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER 70 TABLE N/83 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MAS�IRY WOOD FRAME WALL: 2x4 ® ® 24' O.C. OVER FOIL 24' O.C. MAXIMUM, UN.O im 25 SH 25-5H PATIO EGRESS EGRESS (2)25-SH 5068 $Go a -Will O O •. I L-3 L-4 L-5 I L-6 I l� I I OWNER'S SUITE GREAT ROOM j DINING .I 8'-8' CLG. 8'-8' CLG. 8'-8' CLG. ■' � I - - - - o - ,- u KITCHEN: -- 0. BATH W.I.C. 8'-a' cLG-------LIN O O LL— -_- n 0:-ir-7-il--r - BEDROOM 2 07 V-8' CLG, BEDROOM 4 l 8'•8' cLG. I I � II LU O BATH 1 II L II O g s' cLG S 2—CAR GARAGE BEDROOM 3 8'-8' CLG. L-ci 8'-8' CLG. � I ENTRY L-a a'-e' cLG-e' cLG. J G Ib'-O' X T-0' OHGP L-I ■—� ■ ■ ■ s. ----------------------- LINTEL PLAN SCALE: 1/4 = 1'-0' 'ELEVATION A' WALL LEGEND LOTT' S CONCRETE P.O. Box 771zss WINTER GARDEN, FL 34777 PH. C407) 656 2112 LINTEL NO. LENGTH TYPE GOMMENtB -b' 8/Ib-S-II,U/(UL L-IA 8l28-S-lI,U/(IA.. PRESTf�ESSED L-2 8/24-5-(UU/(0X L-3 8/24-5-(UU/(0)L L-4 8/24-5-(IXI/(0JL L-5 8/24-5-(Ull/(UL L-b 8/24-5-(IXI/(UL �CESSED L-1 8/24-S-1I1U/(0X 8/24-5-(IaJ/(0� L-9 8/22-5-(UU/(0A. 4^zT•�RETE� LINTEL SCHEDULE LINTEL No. LENGTH TYPE COMMENTS L-I b'_6' 8FI6-IB/17 L-IA I�'-4' 8F28-IB/IT PREST�SSED L-2 4'-b' 8F24-08/IT L-3 4'-6' 8F24-IiiB/IT L-4 4'-b° 8F24-0B/IT L-5 8F24-IB/IT L-b b'-b' 8F24-IB/ii L-� 4'-b' 8F24-08/IT L-8 4'-b' 8F24-0B/IT L-9 4'-(0' 8RF22-0B/IT RECESSED A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � omvomomom� SUBDIY. 8e LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 xxxoo—o>. PROJECT: R5025.046/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D ITE: 3/14/19 SHEET 3 OF SAFE L®AD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS A'PQFCAAT U-LINTELS SAFE LOADS (LBB/FT) C aRf GRAVITY OVERALL LINTEL LENGTH BPIF 0B 00 &P6-0B BF10.05 W24-M 2PtB-0B EF31 0B ; TYPE GP LINI �® 3K9 /-e1p2 L' E I6 119 5I63 664h 0054 esm 10'el ]'-B' TO 3'-6' (PRECAST) P331 1561 =n9Y. r151 - 30o 4699 5961 l9_Y' Blml 3'-1' TO 4'-0' (PfECABT) R66 693 4E06Y 15C1 0 4 Tm3�A I1e93 B69 2110 ]sal - 40-6 o42.i 11OHL Sze- 4'4 TO 4'-6' (PRECAST) :599 2l -E 1 I663 _ -•3 5 4-3 3VA' I'll- 6<2- 611$ 54l 99 .¢' 53Fi 5 1 I611 NT71 4 6C 165 L P v4 E61_ 1 66 IIE99 1 43 4'-7' TO F4' (RvCABT) 1147 31'3 54 .vb 6m 6 8'r 19< 3 Pl Ei. Ori 3 m _ At] omEl 5'3' TO 5,10' (PRECAST) 10b2 a p'1g51 a -II' TO 6'-6' (PRECAST) wo - ']3 'R36 1 _ 9 ae 31- a 636m m .a 9 9 eEaS 635 m V-1' TO T•W(PRECAST) 148 yd01 -n r 1.5 2 Z.6 511 1 ?_96a 14a6 a193 6.99_ 1'-7' To S'4'(PRECAST) 554 - 1 5= 110 1 1 F- 21�-, 9'-a-TO 1V-6'(PRECAST) 416 - .643 a5Y .2 562 ` a s-6" eti __ 9 L 93_ 6 I v6 C54 1 1114 1 A 6� l 312T 2 :5 21-1 15� 1c. 355] 10'-7' TO R'-4' (PRECAST). 11'-5' TO Q'-0' (PRECAST) 33l .l�5ae 113 - - - nLl' TO 1&.4' (PRECAST) 296- FAll, 424 '06 42e IL ._-6 rN ol3 0"'6 111I <I' 1 2. 1-1. 3 5'TO W-V (FIMCAST) 219 1:O ' N� Nl lam 1336 NF 1691 rzR _NA_\2 .639 na 14'-1' TO W-e' (PRESTRES#D) NR 5,45o fez N N2 I ena h N¢ JR \F AR 1W'er TO 1W-4'(FRESTRE89EDJ NR '- 0 AR 4$9 33 AR Nk m 3 u:'a Nk �\R- i513 TR IS'-5'TO 1T-4'tPREBTREBBED) NR _ mO 540 959 L2, I6sS sa4 N2 �1 2041 nR \F' n 7'-5' T019'-4' (FRESTREBBED) hR - 35 ' NF NakR _ 1em NI 0 1031 26 _ 15P. NR - �T \ N _ -,40---- "- .�Be as 5 Ne 1 <e NR nb R '.I4 I NR 56 R "' ".359 FlR 16 146E nF i � -5. i021-4� (FFEBT BB ). 19 RE E7 }I'-B' TO 2T-O' (PRESTR£90ED< nG 165 N 53: 5 5a 2 1 F NP 1951 NF' I i]a5 ,ft I<99 IR - a✓-r TO ]4Lm' rPrs5arn5ss5o) NR 1p 123 -;5m asm Saes ee< 1092 r1G /I II6,C?1 A OCC!-ACT I I InIT= C F'L'FT LATERAL OVERALL LINTEL LENGTH 00-F sl 6F6't 6s m'T eF24 EFa 2-1- (TYPE (TYPE OF LINTEL) satE-1 2l EF6-. I O < EF54 eF e rzT - :-7 d10 BFe R u ]'-B'TO 5'-6'fFRECABT) - G69 S� 2365 -- 35P4 9060 4 -- 6:'E 4a 6 �� 3 - �mm� DI9 1025 165 IWa IB9B 3'-l'T04'-O'(PRECASD"_ 163 1309 Jb @l�ol_ 23PA- T 140 210l 4 n'Ol9 5 7 0 - 4'-I-TO 4'-6'(PRECABT) 691 1013 0J✓ID 1` Y 4 5 - a'-r TO s'-a' (PRECAsn b n G zee 3 s +5 z 41 v1 14s 5'-5' TO 5'-10' (PRECAST) 339 616 501 121 490 3 T m- - _ 6'-1' TO T'-W MREC4FT) 424 594 363 n tlt_I rz 6x-_ 3a <e I; 2 322E l'-1. TO 9'-4' (PRECAST) 326 59 230 9'. 3� E6 131E e6 b 6 Ib : <� 9'-5.TO10'-6-(PRECAST) 204 401 180 54m 'l4 0 IEO_ I 6@m I I lb9 y <33 - -T TO II'-4- ( CAST) F� - 2.0 402 154 194 - 1042 -- 13 9 _ _ II'-5' TOR O'(PRECASD 244 402 191 4 O .^a 40 ,ab_Mn rz- - ' 50 4 O 42� 68 40 EC_ 1 =lm �9 _ec 41, 130 159 196' O 9a 62 .1 35 '�' - `- tea; E. 5b 46m l m1� v,_ - 'Z4%T I-ae '2'4 1666(w 12'-I' TO 1W-4- (PRECAST) 217 324 110' 15' 5' TO I4'-V (fIRMEASTi 14'-I'T014' NPIR EstRE'a9 D) NR 284 91 14'-9- TO 15'-4' (FREBiRES3ED) NR 269 83 ID'-5-TO T-4-(PRE5TRF99ED) 16l 163 25 3a 56 Bl3 'I' NR e4 64 I l4l NR Ib 52 16] 9 - 5<l Sal I1'-5' T019'-4' (F'RESTrd99ED) 142 104 301 393 4B0 565 6Ba NR 125 42 19'-5' TO 21'-4- (PRInTRE55ED) 3-- %6? 63m NR 116 40 `alb 21'-B' TO ]].'-0' (FfEBTREBSEO) LScfi _ 22'-I' T024'-0' ((iESTRESSEDJ re 91 ]0 1 all .us bm6 h cr-naT u1,1"PFGFAC nnnR Il-1. NTFI A SAFE LOADS (LBS/FT) 4 GRAVITY OVERALL LIrviEL LENGTHRPb 0E SRFm-2✓ 9FF T6 lb'9-a 4? ¢i9a,E 26 6 �er33m-m (TYPE of uNTEu ° 6 B eralm:l� 6r� a- B n49 3355 2 O La>`*a-a 5 Is <549 e6 IB FFSm-le s �55 9'-0' i0 4'-4' (PRECAST) 1635 5 (cy a063 < 9 E639 E66m 3963 4 46 4 9693 Fr '? 1 IT, 4'-5' TO 4'-6' (PRCA89 E 1494 920 m10 nl6 E¢e0 ozT 2E3' 9419 CE:3 ,�m2 39b6 4 1 TO 6 B (PRECAST) K 659 iW69 IbOO ¢062 224 a I l9l 7 9411 r 31-4 $'-9' TO 5'-t0' (PREC451) 010 SDI IB)6 3120 6639 m o¢4E n Thal E106 gl_e SLm 9-II TOb-0 (PRECAST) 165 459 -1915 Dllb l 3 r.T P3 l 9 121 'M623 6'-9'tO T'-b'(PfCECABT) 669 l59 4B9;: 6 99_ 6a 1 5143 a253 '<9091 E99d 1 aPA3 3146 t'-7'T09'-6`(PRECABD 411 a^PRECAST IN/1"RFCFSS DOOR U-LINTELS SAFE LOADS (LBS/FT) UPI_.IFT OvI RALL LINTEL LENGTH 6I"-'6-- 3FFm 9T6'- BF=15 i aFF RF 6 BGL30-IT (TYPE OP LNTEL) EF -(T "ms 6Fc'-0 e E EIF T sb a.Ele-rzT 3a"6 9F% 3 BFF 6 2T aaa5 I_ --of - 6R'16 BSA POHI o 3'-6'T04'-4'(FREC49i) FrD.S o6' 666 IB04 .A62 i-1 -056 _ 3 9l 4415 .!b 510. ''50 l5l IW4 '949_ 4'-5' TO 4'-&' (PRECAST) 561_ 0l9 JT 1 I 04 <63 221 l3 3 -b 36m1 28 4 4943 694 693 101fi E2 4'-1' TO 9'-0' (PRECAB) "1 369 19' u'<6 ~P' 'e64 3301 - a00 401 &66 901 W-W To W.C.O ReoAS 655 v 146 59 2P.6-_1P 61i m 3<9 1530 FG 2n Y l �a23 5-m m2a 155E I60 $Fl2 89 �. 595 ,29 1K 464 1� 3b 1 'el <bE "66 & (PRECAS 5m6 395 69a a e 11 ez- Ib 2166 a4m 256 059 966 'I 509 -I Iva 614 369 l'-1' TO 9'-0' (PRE<ABV 9i 669 I@1 1355 I"m 2010 .a51 %_ 490 11q C41114ST-44n479 LINTEL SCHEDULE MATERIALS I. fc 5' precast lintel 4000 psi 2. f'c prestressed I = 6000 p51 3. Grout per ASTM C416 F'e - 3000 psi w/ maximum 3/13 Inch aggregate 4 8 to II Inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum not area compressive strength = 1900 psi B. Rebar per ASTM A615 grade 60 6, ProStrsesing strand per ASTM 4416 grade 210 low relaxation 1. Mortar per 457M C210 type IT Or 5 GENERAL NOTES i. Provide full mortar bed and head Joints. 2. Shore filled lintels as required. 3. Installation OF [Intel must comply with the architectural and/or structural documents. 4. U-Lintels are menuFactured with 5 112" long notches at the ends to accommodate vertical cell reinforcing and grouting. B. Reference the CA57-CRETE Load Deflection Graph brochure for lintel deflection Information. 6. Bottom field added Tabor to be located a the bottom Of the ]Intel cavity. 1. 7/32' diameter wire stirrups are welded to the bottom steal for mechanical anchorage. 8. Cast -in -places concrete may be provided in composite lintel in Tau of concrete masonry units. 9. Safe load rating based of rational design analyses per ACI 316 and ACI 530 10. The exterior surface Of Ilntalb installed In exterior concrete masonry walls shall have a coating OF stucco applied In accordance with ASTM C-296 or other approved coating. 11. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should boa chocked For the combined loading with the following equation: Applied vertical load, Applied horizontal load SILO 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 Ilntel. yes detail at rleht: F'm a 1500psi SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CI'IU FULL COURSE 2' CLR YP 2) 5 REBAR GR40 or GR60 SAFE LOAD TABLE NOTES I. All values based on minimum 4 Inch 1. For composite lintel helghts. not Shown, use Safe nominal boarme. Exception: Sere loads for unfilled load From next lower height shown. Theis must be reduced by 20% if bearing length is 8. For lintels lengths not shown, use safe load from less th 2 Irche6. next Ioncest length Shown 2. N.R e. All eafo loads In Lots of pounds per linear foot 3. Safe ' 0 am Imposed allowable loads. 10. All sane loads based on simply Supported 4. $0,Fe 1.,., ,- L-ed Do grade 40 or grade 60 Field span. rebar -. II. The number in the the parenthesis indicates the 5. One -T - ar may be substituted for two 'B repairs percent reduCUOM for grade 40 field added In 5" r one B Tabor. Example 1'-e' lintel type 8F32-I5 safe P yK 6. The de 'goer may evaluate concentrated loads gravity IOed 6412re1 w/ 159 reduction 6413 from the Safe load tables by calculating the (85) = 5501 CIF maximum resisting moment and shear at d-away From face of support. TYPE DESIGNATION rF:FILLED WITHGROUT / U =UNFILLED r-QUANTITY OF 05 REBAR AT 1 BOTTOM OF LINTEL CAVITY OF1r-15/I1T1T `QUANTITY OF 45 REBAR AT TOP OMINAL HEIGHT NOMINAL WIDTH J = Q = a Q W Z z a. • ON 1-5/8'ACTLAL 8' NOMINAL WIDTH -+5 REBAR AT TOP MIN. (U REQ'D 1-1/2' CLEAR 65 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) t� r TABLE No. SAFE WORKING LATERAL LOADS 8" x 8" LINT( LINTEL SAFE LAtERAL LOADS (PURI T si LI& Tom° 6'0 PLAIN aw SOLID 2'-ID' Rawt H96 3964 34' F"Doak IDS T% C-C' RBrsY B44 WH RAS. Rr41N 635 V60 Rr END *3 Rr 666 M 6'-YC Peas 549 111 b:{' Rrsn 634 E6{ 6'4• Prrssl 6rs DBe 414' R.9 51B rsE 1..,. Prrsel 446 936 1'-6' Rr2R 425 894 9'-0' Reuet 361 SIf 6'4' Rrset 354 1W Y4' Freak 211 So IB'4' Preuet 19! 453 IN' Rrart D9 ow 12'-0' PrD l W4 5d9 1214• P.A 143 504 13'4' R"A 116 401 W-0' PxeeRt 95 MI RaWeRM NA 341 Fr.s bl NA 301 11 -4' R eaueaea NA 25 19'-4' Reeve s"! NA ❑b Reeuaeeea NA 59 VI _4' Raeveeeed NA DI 2Y4' Peet,sl NA R0 24'-0' Proinsmal NA % NR .Not Racammmmsa � LOTT S CONCRETE P:O: BOX 771255 WINTER GARDEN, FL 34777 PW (AFI7) ASP. P11P NOMINAL WIDTH/HEIGHT OF LINTEL r-- PLAIN OR SOLID LINTEL [8/16-P #Ui#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY LINTEL &YE LAleR6L LOADS IKFI TaNI Leal Type W DOOR FEAER PLAN B' DOOR HEADER SOLID 3'-B• Pracest AIR 1011 4'4' Rewet T,m W17 Reuel KI 1521 a4' twat YS 13n 4'-6' Recut Nn 1165 5'-8' PT ad iB0 In1 6'-0' PTeuet 504 964 T-V Reuet d0 tB1 8'4V Recast 396 664 dt 1K 935 GENRRAL NOTES: 1• CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, ETH EDITION (201V, SECTIONS R4022 4 Re0e, 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 1901.2 4 2101. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC[ 318-05). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 212. PRE -CAST W/PRESTRESS REINFORCEMENT-6000 P51 2,13. GROUT PER ASTM C416 - 3000 1-51 W/ MAX. 3/e' AGGREGATE,. S' TO II' SLUMP. 2.2. REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.22. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A51M A615 (GRADE 40), 23, F'RE-STRE5SED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 270 K51 2A DETAIL REINFORCEMENT IN AOOORDANCE WITH ACI 315. TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x B" LINTELS LINTEL LE1GW SPAN LINTEL TYPE LINTEL STEEL IAPILUC GRAVITY CAPACITY (U5L (mnL GRAVFY CAPACITY OL L (Ins UPLIFT CAPACITY rAL (InU UPLIFT CAPADTY OAL On.1 80TTOM BAR RCP aAR GRAvItt LAPACITr 1L10' 116' PRECAST CLR PLR 4245 lw0 1809 %29 Pem 314' 2'-V PRECAST (2)R e2)1 1415 n1l 3B31 4015 45 4'-0' 24' PRECAST (DR CLR nB3 nil 2T1 33% Ian 4'.6' 3'-2' PRECAST (2)R CLR EA 2165 2165 1 2606 260E 4•v 3 4' PRGABT (2)R (2)R un 2011 2011 2421 2421 5 4' 4 v PRECAST (2)5 (2m Iwo 651 101 E0 in1 5 10 4 6' FRELA6T (L5 (2)R MO 1413 1423 ll IB03 b 4- 5 V PRECAST (2)4 (2)R 140 Do E83 RW Poi, 6 6 9 2 PRECAST r)-4 (2)1 110 12N 123E 1K5 134E V-B' 5'-4- PRECAST (2)•4 (2)1 682 1184 1104 ml 12% b6- 6'-2- PRECAST 4)'4 CLR 510 991 %I 615 1002 l 5' 6'-4' PRECAST (L•4 CLR 551 ns sn 184 1041 B 0' 6' -8' Pf£CABi (2)'4 (2/R 55 %1 9m2 112 9B4 0 d' 1'-1' FffCA6T 0).4 CLR 4E8 01 B61 640 92T 9-4• W-0' FfECAST (2) NI CLR 416 116 126 499 ISO 'I'll9-V PTECAST (L4 CLR 354 Vs 616 no 613 11.4' 10--0' PRECAST (L5 l219 315 561 %1 311 Sol rs 0 0-B PRECAST (L5 tl15 2W 525 525 211 561 rs -b II.2 PRECAST (2) 5 0) 9 21 4% 499 151 511 15 f 12 0' PfECABT (L5 (2)9 2% 'in 458 214 442 14 0 q 8' PRECAST MRS a)5 2n Am 430 in Be I4 B D.4' PREBTRE%ED (L4 (2)R NR 418 4B 2BO 446 B 4 H'-0' PRESTRESSED fL4 PLR NR 3l9 3t9 110 -dDl n d 16'-0' PRESTRESSED (2)4 (2)'I NR 188 288 163 511 D-4' IB'-m' FRE6TREBSED (115 (2)5 NR 114 214 31 154 10'.0' 18'-B' F!E6iec66ED (215 f119 NR 101 101 122 231 21.4- 20'-0' FfEDTRE09Ev 0)5 (2)5 NR IT Ft 101 200 32 0- 20'-8' PRESTRESSED Ms (2)9 NR 164 164 DO I% 24 0 22-8' PRESTRESSED CURS (2)9 NR 132 132 84 63 TABLE N0. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LIMEL TYPE LINTEL STEEL GRAVITY CAPACITY (OnL flnU GRAVITY CAPACITY (Il (Il UPLIFT CAPACITY (InL On) UPLIFT CAPACITY (InL(2n BO1TOf1 BAR 10P BAR m 0ID PRECAST (2)R (1)1 1646 10000 wow 1000D 4.0' -e' PRECAST (2)R 2)1 5503 im moo moo 4 b 9 -]' PRE CABT (2)R ( LR 4142 &541 11 4 8 3.4' PRECA9' PLR (2)R 319E imm 10000 183E 09m0 5 d d-0 FRECA°vi (L3 (L 6239 1ai mm 513E 6 O 4.6' RECAST (L 9 i lL R 6156 4661 V0 11144 6-4' 9 0 RECAST (9 •I CLR 6152 6109 6152 361 1141 6-6 5.2 PRECAST (2)'1 (2)R 6290 6150 9645 6595 6-B' 5'.4' WC AST 0) -4 (D 5816 Sas B441 6124 l-6 6-1' PRECAST (2Y4 1 43R. 43rs 36% 4509 .0 6. 6.4' PRECAST (L•4 4099 4139 25 4B2 5 0' 6-e PRECAST (L•4 (1)1 3130 111E 3809 1'-0' PRECAST (1 R 9410 U20 1010 9.4' - e'-2- ASI a)•4 a) -4 2134 2856 109E 0'-6' 9'-]' CAST f2)•4 CLR Nil 2211 ?211 2111 33 R39 1289 II'-4' 10'-0' PRECAST K)5 (2 9 I54 1954 1031 1 2009 -0' 0'.8' PRECAST (2)5 (2)5 IT S ME 90 - Q'-6' 11-2' PRfiC45T e2 (05 1661 W61 828 1101 PRECAST l215 (2)5 1i91 Bar 114 1444 14'-0' -5' PRECAST (2)1 (L 13 13M E99 06 13]3 ta-B' D-4' PREBREBBED (2)4 e])R AD In 551 1131 B-4' -0' PRE6TRE6BED (L4 (2)R IT24 1M4 536 ion -0' PRESTRESSED (L4 0)9 1330 411 024 Ill S-0' PRESTRESSED (No (2)5 Im53 1053 334 659 1m1m' S'-B' PRESTRESSED (D5 fY)9 99 9t9 3E 6 21 .4 -0' PREST�83ED (L 5 %2 iB5 113 540 12-m' 0'-B' PRESTEBSED lL5 f2)9 191 1ST 25T 20 14-0 1-B' PREBTE ED fL5 2 659 659 115 45 TAR E No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN UN EL TYPE LINTEL STEEL GRAVITY CAPACITY (Oni. NAU GRAVITY CAPACITY (InL (1AN UPLIFT CAPACITY (Il flI J UPLIFT CAPACITY (Inl. (2nU 50701I 10P BAR 1- 6' PREC 1 (LR Im0m0 0000 m0D 3.6' 2 2' PRECAST (2)R CLR Sni ]am One 10009 2 8' 1 PRECAST (2)R (2)R 6135 loom 10000 Wow 4-b 3 2' P RECAST (2)R CDR SDI4 [COW 10000 10000 4-B. 3 4 CAST (DR 4653 Room %19 0000 5.4 4 0 PECA5T (L 5 ( R l6% m900 1051 1m00 5-� 4 6' FRiCA T (2)tI R 6231 0m00 5136 10000 6 4' 5 D CAST (L N ) R 91 10D00 4154 9450 6 6 5 3' PRECA5T !])4 R 0509 10000 44BI 0913 6 V-4' RECAST eV 4 ) R 8114 9481 4231 840 16 6-2' PRECAST (214 R 61% 64W 3242 6411 1-B• 6-V PRECAST (21'1 !]. R 5930 3m% B 0 6'-8' PRECAST (L4 631 n6l 936T 2Bm9 nS3 5593 e'-4' T.I. PRECAST fV'4 dR 4B31. 4&0 2551 6030 9'-4' B' 0' PRECAST (L•4 )R 3116 3T26 D02 355E 10' -6' 9'.1. PRECAST (2)4 R 2WI 2%I 1520 W25 1'-4' 1V-0' CAST CURD )5 2653 2%3 V19 2604 1TO V4' RECAST (2)5 15 2$05 23M 1123 2291 IT-6- 11'-1' PRECAST WS 2)5 2141 2141 1011 1099 19'-4' E'-0• FRSCAT (D5 1926 1206 591 (BPI 14 0' E•B' PRCAST (2)o _Y2)9 p2)5 M10 178 151 1635 14 0 B'-4' REBiRE88ED (21'd PLR 2345 2345 653 11a3 15 -4' I4'-0' OTRE°.bED (L4 v2)R 211 2136 5% II19 it 4' W'-m' PRE6TE (D'4 L R 1650 16" A64 918 19 4' IB'�' PRESTRESSED CURS t2)5 130 1510 311 135 10 0 Ie P RiESTRE99ED (D 5 fL 9 1 19 1119 341 656 2U{ 10-0' FRESiRESBED (1)9 [D9 1061 1061 304 0 22 0' 20-B' PRESTRESSED (L5 (L5 994 994 2%65 24.0 22.8' FRESTREl 1215 (2)A 824 824 139 4l9 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTEL LENGTH CLEAR 6PAN LNTEL TYPE LIMEL STEEL GRAVITY CAPACITY (OASL(InU GRAVITY CAPACITY (1n OA11 UPLIFT CAPACITY ell UPLIFT CAPACITY (Ini-OnU BOTTOM BAR TOP DAR -0 bPRCA5T (2) `2 0900 11.1.Y2. PRECAST (2)1 Om" .'OECD loom )0000- 4 0 2-0' PRECAST (DR COO 1916 (woo VOSS, 4 6' 3.2' AST (2)R CLR Amn WOOD, 1=0 moo 4.8 3.4' PRECAST (2)R CLR no* I00D0 loom 1000E E-41 4.0' RPIECAS7 (219 [1)R Sall moo 930 '0000 5.10' d-v PRECAST (2)9 (1)R 1301 09m0 &WRR IOW 6-4 5 0' PRECAST (L•4 (2)f? 100DD I'Dom n`fl Dom 6-6 5 V PFECPBT (L4 (2)R 10080 loom no MOSS, 6-B 5k=4i PRECAST (L4 (2)R %30 loom Sol one T-b 11 -'<' PRECAST (L •4 (2) R 140E 131 ROAD 1 UB 6-4- >fEOnT a)-4 f1JR 1056 91 a %62 12 B-0 6-V PRECAST W-4 (11R 6419 Ion 3325 6K1 1-4 t 0' CAST (L4 f21R 5864 6933 5031 6011 9'4' 6L0' PRECAST W.4 CLR d561 BOSS 2355 4t/9 9'-Y PRECAST IV 12)Ri %26 n44 1001 3663 11.4' 0". PRECAST (VS el) t nSO 32W 521 3090 ] 0 m'-0' PIECA9T 0) 5 ) 193E 2%B 1336 2133 12.6' II T PRECAST MS (2)9 216 2118 I2n 2499 S-4' lY0' PRECAST (DS (2)5 24W 2416 104E 2KB Id-0' IP-8' REOABT a)5 (L5 2216 2216 ni 1961 I4-e' 13'-4' PREO'TPEBBED M-4 2611 2871 126 1431 15.4 lA' V PRESTRESSED (L •4 (L R 26W 2616 663 U12 It 4 I6'-0' PRE9'IF1=&BED (2J'4 (2)R 2 2ozR K b2] 19.4' IV V FR:S SSED (L 5 (2 5 Y,01 or. 4D BI 20,-0. IVNV PRESTRESSED (L5 2 5 H% ta% 163 21 4' 20'-V S ED (2) 5 (2) 9 3% b 22 m' 20'-B' PRESTRESSED (A 5 (L 9 0 3B 625 FfEB'IRE%ED fL5 (2)5 ION 0H 266 521 TABLE N0. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 6" LINTELS LNTSL LENGTH GEAR LINTEL TYPE LINTEL STEEL PLAN GRAVITY CAPACITY 4L (IAW GRAYFT CAPACITY (Il fln) UPLIFT CAPACITY (InL fln UPLIFT CAPACITY (InL (2P5) S, AN. BOTTOM BAR TOP OAR GRAVITY CAPACITY 3 6' 1 13' PRECAST !L R TL 55 K5 Dn ldem 2W 40' 1-B RECAST 1' 1 CLR 1131 1425 151 I33 133 4 6' D 2' FRECAST CLR R Bl9 1151 IBA ADS 1403 4 B 3 d' PRECAST () (2) R 806 I081 IB81 133 13% 5 d d 0' PRECAST O 2) R 659 930 930 1114 1114 5 10' d 6' PRECAST ( (2)R 511 M nil 538 Sn 6.4 5 0 PRECAST (1 (2)R 434 14 141 ITS%1 ".b.5-P PRECAST 2)4 416 119 719 130 8-e 5.4' PRECAST ( 4% 6% 6% 60B In Tl°0 1 tW 6-2' PRECAST f)R 381 i 586 5% 525 661 UB• 6 -4 PRECAST' (1 315 1 560 Nn 4% 641 B-0' 64. PRECAST ) 2)R %3 536 536 452 609 1 0' RECAST 534 W 501 411 STD 9-4' 8-0' FRECA51 CLR 2% 435 435 36 {94 0.6 9-1. RECAST fL 145 all 3T2 239 423 11'4' 1I FFTSI (2)5 (2)9 218 345 345 D9 33B rs'-0' 10'-a- PRECAST L (1)5 702 20 252 Ili 215 rs 6 II'-T RECAST In 243 243 51 235 B-4. W.0' RECAST )5 51 1 B2 BD W8 l' rs'4' R3E0, T (L5 ISO W0 W 03 T TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" X 6" RECESS DOOR HEADER LINTEL 14 GEAR SPAN LINTEL TYPE LINTEL STEEL IOFILLED GRAVITY CAPACITY eRAVFY CEPACHY OLML601511 GRAVITY CAPACITY (Inl_ UM UPLIFT' CAPACITY (InL(M UPLIFT CAPACITY (ll(2nU BOTTOM BAR RCP OAR 2) V 7§60 K9 ] 34 4_v Y_w OAST (2)R (2)R 1131 4n I4$ W65 F63 4'-2' 2'-0' FRECAST (2)4 PLR W42 1320 ISO M5 FRI V-W FTECAST (DR (DR %3 D30 I25; ass 44n V4 PRECAST CLR f3)R B06 1081 Del B% D% 5'-V 4'-4' FIR C45T (2)5 1 E% us, US 0m3 011 6'-V 5'-4' MC46T (2)4 2 4ae &W &W 630 T90 T-W 6'-4' PR:GABT W-4 2 315 665 566 455 BA VRV 1.4' CAST (M•4 V& 4A 4E0 315 54D -M PRECAST (214 113 416 45 A 4R 25, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CON51FROCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY 4550CIATION AND ACI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 33, MORTAR SHALL BE TYPE S. 4. 6TRt1CTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING COPE RE5I1DENTIAL, BTH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 1� �(1) }5 CONTINUOUS S=X18' KNOCKOUT BLOCK - TOP BARS: • :y • . I SEE SCHEDULE (1) #5 CONTINUOUS A ' 32' STIRRUPS AT 4'-0" cc ('hW OR NEEDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5A1) #5 PRECAST 7 (1) #5 CONTINUOUS 313, -rXI6" KNOCKOUT BLOCK TOP BARS: •:5 }.� SEE SCHEDULE • I' '• (1) #5 CONTINUOUS r...i �. 7 32' STIRRUPS AT 4'-0= cc ,'_3n (TIED OR WELDED) 8/16-S-(1) #5A1) #5 PRESTRESSED r AM a:.4 ,air 6: ,•e ^ F. r rt4R •:tea . 8/16-S-(l) #5/(1) #5 TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LNTEL L F451I CLEAR SPAN LNTEL TYPE UNTIL STEEL GRAVITY CAPACITY (VnL (InU GRAVITY CAPACITY (InL (I)RBU UPLIFT CAPACITY (Il (U5u UPLIFT CAPACITY (M5. (M BOTKM BAR TOP BAR 1'-0' I'-6' FRECAST ] (2) R mmm cow Tom once 34' ] P FfE0457 CLR ) iwoo COW 10000 COW 4.1. 1-8' 9RECA5i (2)R CLR T15 loom 10om moo, 44' 31' PR: OAST (2)R (21R 6364 loom 1mm {-e' 3.1 PRECAST (2) RI 000 100m0 1*11 )moo 4.0' PRECAST W5 (2) 5 (2) R 18643 1COCO 1616 MOO 10000 6.0' 4.-6' - T !L5 (])R 0543 100D0 T816 10000 6 4' 5 0' PRECAST (L 4 (2) R Immmm WOO' 6529 100m0 S-]' PRECAST (114 e2)R COCO Comm 655 Imoo b-S' 5'-4 PRECAST (2)4 e2)R 10mm 10000 5811 100D0 1.6' 6 V PRECAST (])4 (2)R 8581 loom 44% M16 l8' 6.4' PRECAST (1)4 (DR Bn1. Gomm 4140 8491 8.0' 6-B' PRECAST (2)474M loom 303 121 B 4' 1.1. PRECAST (])4 CLR 6194 loom 3516 7060 9.4' B-0' CA9i fL4 (2) 5193 21P1 PRECAST (2)4' (L4 40% 50A 11 424 4145 V-1' 10'-0' PRECAST (1)9 4221 n63 311 R'-O' z-0 PRCAST (2) 5 M s (L 9 399 319 3111 3TI9 549 3n0 11'4 111-21 PRECAST (2)5 J 34rs 3412 HID 2516 13'-4' 12- 11'-m' PRECAST 5. (L 5 2SWml 193E DIDWas 2516 p'-B' FRECABT (2) @)5 (L9 2131 1131 1260 W-0' 14'-B' IS'-4' P�BIRESSEO (114 OR 3231 D131 140 149 AB4 H'-0' PRESTIRSI (2)4 (2)R 2945 294E 603 1355 Il'4' 6'-0' STE88E0 (114 CLR ]]00 11 531 100 PRESTRnED (D5 (19 IBB 513 46 15 PRE5TE (L5 (Y3 BB 3 In 0'-4' 20- 20'-0' PRE5TESSED (2)5 (L9 1 T 3 &v 691_- 22'-0 20'-B' STE59Ep (1)5 (L 5 311 649 24'-0' 2T-e' PIRSTFE6ED (2)5 (v 1141 1141 114 544 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (ELF) 8" X 14" COMPOSITE LINTELS LINTEL iN". CLEAR SPAY LIMEL TYPE LINTEL STEEL GRAVITY CAPACITY (mnL (InU GRAVITY CAPACITY (Il (ID51 UPLIFT CAPACITY (InL rims UPLIFT CAPAITY flfiL (gnu 541TQ1 BAR 2)R TOP BAR -6 MCAST R el 0T6v' 10DD0 3'-6' T-2' CAST (2)R 5014 0mo ICOOO 10m00 4-0' 2 B' REC46i PLR (2)R 3651 comp 1440 0000 4.6' 3 1' PfECA6T PLR (2)R 2141 1011 M12 um 3 P T fDR (DR CLR 0)R (2)R () R 2GD 4111 33M Wes 2mi 6191 4411 3564 Wn 288I 6150 3169 3065 25n 23% TTI6 412sO 381 32D W40 5.4 4-0' i fD9 51=01 4-6• ': T (L9 b 4' S-0' RffCAST (1)4 6. S 2' PPE (114 6-1. B' S 4' RECAST (1)Y (2)R CLR 2133 2A3 210E 1%1 219E 2193 2" 195i 22n 1Dt 1645 14N 2695 1309 2219 205E 1.6 61'PREC46T f2)M l-B' 6-4' PRECAST D)4{ B-W 6-8' FIFECAT 00% B-4' L0' PRECAST (L4 IM5 1B25 inn DO 9'-I' a-0' PRECAST (2)4 (2)R BIT 1511 IV BSI 10'-V 9'-Y Z T (2)4 OR R65 on �l 1324 11'-4' 10.0' T D)5 113E TDB 618 151 E'-0' 1058' T f1)5 (2)9 O41 I041 594 T00T 12'-11 II'-1' 1 a)5 D5 SIM 9BB 541 1025 B'-4' 12'-0' T n)s (2)5 902 902 465 935 W-0' 1`-B' PFaCA4T O)S (2)9 842 RAI 414 an TABLE No. 10 RENFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING. LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL ENGTH CLEAR SPAN Ulfi TYPE LNTEL STEEL GRAVITY C ADmr (mnL nr=.tl GR ,TY CAPACFr (InL (InU UPLIFT CAPACITY (InL (InU UPLIFT' CAPALITT el05L O2 BOTTOM BAR TOP EAR 1 LR 1 20 0D00 919Eloom 4'-0' 114' PRECAST (2)R (])R 3651 10mm0 14<0 000 4'-2' 2'-I' RECAST D)R CLR %06 TD& $143 0000 4'4' 3'-0' PRECAST PLR (LR MOD, W53 6139 Bins 4'-8' 3'4' PRECAST CLR WR ffiD 8131 E0 1116 5'-1' 4'-4' CA5T (2)9 2 3514 300 32T 042 V.W 5'-4' PRECAST (L4 1 R 2130 213E 2259 7899 14' 1'.4' PRECAST (2)•4 CLR 110E 9. 1646 1219 B'4' T-4' FIBCAST aL-4 l] R IB03 110 1241 1195 WRV B'.4' PREOA97' (L14 UPI 1516 1436 914 Sol 3L3 4~. A R C H I T E C T S Design Grou LAC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III'IIIIII L 0��v�0m0 J CAE VI W E O C cc SVBDIV. 8e LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00-01 PROJECT*: R5025.046/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C CARCHrrECT: STATE OF FLORIDA 1>4TE: 3 /14 /19 � 1'6CAT 1/4a1=1e-021 'SxEET 3.1 OF REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Rnr%f% SQ.FT. CALC.'S 15T FLR. LIVING 1,122 SQ. FT, TOTAL LIVING ENTRY GARAGE 1,122 34 432 SQ. FT. SQ. FT. SQ. FT. TOTAL PATIO 2,188 18 50. FT. SQ. FT. CUBIC VOLUME: LIVING 15311 SQ. FT. EXTERIOR MASONRY WALL 5%. HEIGHTS ................................ 8'-8' BRCS. LOAp5f;6. WALL � E .WALL C OMIONENT AND CLADDING WIND LOADS SAW WIND EXPOSURE FOR 3 SECOND OUSTS CALL # SOUARE WKIDR W1N/DR. SUE ZONE 16D MPH WIND WIDTH HEIGHT DESKNATION 1 11 25-SH EGRESS 38, 63, 4 3231/-42b2 2 20 3068 DR 36' eel 4 30b4/-30.64 3 112 161-01 1 _0, 192' 84' 5 26M/-44.03 OHX 4 11 25-SH 38' 63, 4 3231/-42b2 EGRESS 25-SH 5 11 EGRESS 38 63, 5 30b4/-56.18 25-SH 6 11 EGRESS 38, (03, 4 3231/42b2 1 34 (2) 25-SH 16' (03, 4 2930/-29.82 8 42 5068 SGP 14' 80' 5 28.14/-5109 25 SH 9 11 EGRESS 38, 63' 4 3231/-42b2 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICIENT =+.IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 5TH ED. (2014) ALLOWff THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2x6 u s 16' O.C. CABINET SECTION F d M 2G '-4" 1'-4" 9'-1" 5'-3" 4'-II" PATIO (2) 25-SH ■ 25-SH 25-SH 5068 SGD EGRESS EGRESS HB. I C�R/T DINING GREAT ROOM I a'_8. CLG. N 12'-10'xl1'-5' I 8'-a' CLG. OWNER'S SUITE 12 ,- xll 5 ■ 8'-b' CLG. 4'-10" 4'-2" 31_21[ 5 _6 I 7'_0"6 _6 F� i'I II It e e I X I m ■ PUP• 11 2 -0 b I SINK m KITCHEN CIR/t V-a' CLG. I �r = 2-0 _c_ 2-6 RR 0. BATH -ran Bf. 1 Lu ' ' - RANGE c , m s a' -a' CLG. SHOWER x `^ W.I.C. = `r �— IT SHELF `r HEAD o 6'-8' y N e'-a' cLG AFF. ILAV N ------- ---- - 3-SH IR-ISH ° 9 F=----a ----,—�,]] g_G° 8 6 51-011 ■ I�TJFiELfi I� �i-OP7•-^i—OPf i— � � � � v BEDROOM 4 w I. I l II p l m I� L-- iFI•NP- @ BEDROOM 2 10'-rxu'-r L, 6'-81 CLG. a a'-e CLG. 5-0 f@ 12'-4'xI0'-I' ■ @ .� e'-e' CLG. a= C 2'-4" _1^ m 4'-4" II ��, III O■ 30 I �";W =p�I■ Ou — —~m— M.t'. IS1 R N BATH V4, ■■■ /LHu CLG. R/7 =4-11 CONp. 5'-5" 4- 4'-101, 12 1 4` 22x36 WC LLAW ATTIC ACCESS = FOYER °O�R @ CLG. HEAD 6'-8 A v 21'-0" " 2'-S5'-1011 3'_4 —_®H—DR — BEDROOM 3C i�. 10'-O'x1l'-I' N@ ee-a' CLG. PANEL Mm 2—CAR GARAGE ■20-0'40'-0' 04 6'-51 CLG. ENTRY M.T. I ■ V-e' CLG. O I 25-SH I O TRUCK BLOCK EGRESS a GARAGE WALL v . . _ 145 ■ ■`■ 3 I I6'-0' X 1'-0' OHGD N -■ ■ ■-■ 2'-0 16'-0" 2'-8" 2'-4" 21-411 8'-I" 5'-11" 21'-4" 4' 71 40' -O" F�L® U JP LAN SCALE: 1/4 = I'-0' 'ELEVATION A' 90 BM BM A R C H I T E C T S Design Grou p`LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � om�v�0000� E 8 W O SUBDIV. 8e LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00— Ol rPROJECT#: R5025.046/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA' E:�3/14/19 SALE: 1 /4"=1' — O' 12 SCORED LINE (TYP) 8'-8" BRCS. HCxT. —__ - --- L --L 8' 8" BRCz, HCzT. II HDR. HCsT.h fNII _----_—_-- HDR. HGT TEXTURED CEMENTIOUS COATING PER (ASTM (o C926) (TYP) SCORED LINE (TYP) 0'-0" FIN. FLR., COATING III (ABTM FRN 'T' ELE' TIN SCALE: 1/4 = r-0' ELEVATION °A° 12 5�j 81-8" BfI PG-f OFF -RIDGE VENT G'-8" HDR. HGT _ _-- --_— TEXTURED CEMENTIOUS� COATING PER (A5TM C 0326)(TYP) 0'-0" FIN. FLR,i., - - 1'-0° G'-8" HDR. HCsT.h 0'-o" FIN. FLR.�4, 12 5t 8'-8" BRCS HCsT. II HDR. HC3T.� TEXTURED CEMENTIOL15 COATING PER (ASTM C92(o) (TYP) 0'-0" FIN. FLR, OFF -RIDGE VENT IN LEEpT IE]L1 T10N SCALE: 1/4 = r-0' ELEVATION "A° OFF -RIDGE VENT TEXTURED CEMENTIOUS' COATING PER (ASTM C C926) (TYP) _ _ _ o0'-0" FIN. FLR. I flT ELE TI N SCALE; 1/4 _- v-0' ELEVATION "A" OFF -RIDGE VENT OFF -RIDGE VENT REAR E1LE" V AT1N SCALE: 1/4 = 1'-0' ELEVATION AA" BRCS. HG7. HDR. HGT. ,j,0'-O" FIN. FLR. 8'-8" BRG. HGT. 1'-m° 611 HDR. HGT. ATTIC VENT CALLS EA OF ATTIC 2180SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 7.27 SQ.FT. REQUIRED VENTILATION AREA (7.27 x 144) 1,046.4 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 1,046.4) 523.2 SUN. OFF RIDGE VENTILATION AREA 115 SUN./W SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 4.55 TOTAL # OF VENTS PROVIDED 5 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 5231 SUN. REQUIRED LF OF SOFFIT VENTILATION 45 LF PROVIDED LF OF SOFFIT VENTILATION 160 LF a' -a" BRCS, HGT- III -a" HDR. HCsT. -0" FIN. FLR. A R C H IT E C T S LVINUvvuvu, rL Oc IOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i �"'lllll" ��v�momamm�� SVBDIV. & LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 )M00-01 PROJECT#: R5025.046/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA �j",rj1y ATE: 3 /14 /19 SCALE: 1 /4"=1' — O" SHEET 5 or CONNECTOR SCHEDULE CONTROL DATE: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-16 1400 (1) IOd x I In' I -PLY, (6) Ibd 2-PLY, (USP: (10) 106 X 1 1/2" - NO I&& OPTION) (2) META-16 905 (2) HTA I6-18 2800 (10) 106 x 11n' I -PLY, (U$P: (10) 10d x I I/1') Iwo (14) 16d 2-PLY (USF: NO Ibd OPTION) HETA-16 1810 HTA 16 1615 (9) imd x 1 In' ' -FLY, (a) Ibd 2-PLY USP: (10) 10d x I IQ', NO 16d OPTION HETA-20 1810 HTA 20 ISS (5) !0d x I In I -PLY, (a) Ibd 2-PLY USP: (10) 10d x I IR', NO Ibd OPTION r �. Z O (2l HETA-20 2035 (2) HTA-20 3110 (10) 10d x I In' 1-PLY USP: (10) I0d x I la. 2500 (12) 16d 2-PLY (USP; NO 16d OPTION) LGT-2 2150 LUGT-2 1915 (V - 1/4' x 2 1/4' TITEN, 2 PLY (U5P: BLK (5) I/4' WB, WOOD (16) 1Od In DETAL-20 24W NO USP CONVERSION FOR SIMPSON DETAL-20 110) - 106 x 1 1/2, 1 PLY MGT 3965 MUGT 4000 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO Wq (USP. (28) IOd TO WOOD) HGT-2 1098m HUGT-2 9365 (2l 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16l 10d TO WOOD (U6P: WOOD (a) IOd) HST-3 10530 HUGT-3 9365 a) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (a) 10d) LGT3-SD628 3285 LUGT-3 5330 112) SDS 1/4'x2 1/T TO GIRDER, (4) 3/8- x 5- TITEN HD TO WALL NSP: GONG. (41 3/8' X 5' LL�DGE BOLT, WOOD (12) LL1525) LT42 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 106 x I-V2' (u5p (10) Ica x I VP vGT 4940 NO USP CONVERSION FOR SIMPSON VGT N 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), Nab -SD$ 1/4'X3' TO WOOD R) VGT 1155 NO USP CONVERSION FOR 51MP50N (2) VGT (2) 5/5' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5DS I/4'X3' / 2 PLY M76-12 1000 MTW 12 1555 (14) 106 .1 VP (USP: (14) 106 x I In', 04) IOd) HT5-16 'ISO HTW 16 1660 fib) 106 x I In' (USP: (l6) 106 x I IQ', (16) led) HT5-20 1450 HTW 20 2045 04) 10d x I !a. (USP: (24) 106 x I IR', (20) IOd) HTS-24 1450 HTW 24 2045 (24) led x IIR' (USP:(24)led xI VP,(20)106) L5TA-12 . 925 LSTA 12 BID (10) 10d USP: (10) led L6TA-18 . 1235 LSTA 18 1360 (14) 10d USP: (14) 1Od META-18 .a 1315 MSTA-15 1315 (14) IOd UaP: (14) 106 (n M3TA-24 .. 1640 M5TA-24 1150 0a) imd USP (15) I0d a. MSTA-30 .. 2050 M51A-30 2140 (22) IOd USP: (22)106 Q � MSTA-36 .. 2050 M5TA-36 2525 (26)10d U5P: (26)106 M5TI-36 3800 KSTI 236 3090 (36) 10d z I IQ' USP! (36) 10d x I IlL' (n M67I-48 5065 K751 248 4250 (48) 1Od x I In' U5P: (45) led x I UP 46 950 LFTA 6 1595 (8) 06 TO PLATES, (a) BF TO STUDS (USP: (16) Bd x I IR', (16) 8d) SPA 5S5 SPT 4 945 (a) led XI IR'TO STUDS USP. (6) I06'x I In' TO STUDS A34 395 MP 34 410 (4) ad x I Id' TO BEAM, (4) Bd x 11/2' TO POST. USP: (4) 8d x 1 /T' TO BEAM, (4) ad x I In' TO POST. HCP2 645 HHCP 2 1010 02) Imd .1 IQ' USP: (10) 106 x 1 In' TO TRUSS, (10) Imd X 1 IQ' TO PLATE PICA 1340 RT I&A 2100 (15) 106 x I IQ' USP: (9) 1Od x 1 In' TO TRUSS, (5) IOd X 1 In' TO PLATE VGT I HDU4 4565 PHD 4A 4535 M&)-60$ 1/4'x3- TO WOOD, (10)-SIDS 1/4'.2 IQ' W/ THREADED ROD, (2) NUT5/WASHER/2 PLY USP: 5/8' AIR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS VGT I HD1B 4940 TDX 10 5110 lib)-Sp9 /4'u' TO WOOD, (3)-3/4" 51UD BOLTS W/ THREADED ROD, (2) NUT5/WASHER/2PLY U6P: 1/0' AIR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) I/V THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 lV 5/8' A,TR IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN CONIC., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 6 2535 13815 (1) 5/8' A,tR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (12)166 TO WOOD U5P: SAME AS SIMPSON N LTTI9 .. '340 12m5 (V 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC, (8)10d TO WOOD USP; SAME AS SIMPSON � O L77205 ... 1500 05 i105 (U 1/4' AIR, IN HIGH STRENGTH EPDXY, MIN. 1' EMBEED.) IN CONC., (10)106 TO WOOD USP: 3/4' AIR MIN I' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x I la', 2-V2' U HTTA 4455 4465 (I) 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN OONO, (18) SDFO X I IQ' NSP: (20) 16d X 2-1 49 USP HAS MORE NAIL OPTIONS: (20) led, 00) led x I-1/2', (20) ad x 2 1/2' Z Q H 5 5090 5430 (U 5/5' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONO, (26) 16d X 2 IQ' (U5P: (20) 16d X )-IR9 JSP HAS MORE NAIL OPTIONS: (26) 10d (28) 10d x -IR' (2C) 16d x 2 IQ' HHDO11-9D5 25. 11,010 II 12ozo (U 1' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 10- EMBEOJ IN CONC, (24) SD6 )I' x 2V LCOD SCREWS NSP: (24) W53 LOCO SCREWS) HD1B &645 0 FNIMI�XIIU 5110 (U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBED,) IN GONG, (3) 3/4' STUD BOLTS TO WOOD NSP: (4) I/8' BOLTS) V) MBHA 356/IL25 3415 15330 XI2U 3165 1130 SIMPSON; (U 3/4- A.T.R. IN HIGH STRENGTH EPDXY, (MIN. b l5- EMBEDMENT) IN CM.U, TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. bl5' EMBEDMENT) IN CMU. FACE, (Ial,ad TO BEAM USP: (U In' J-BOLT W/ MINIMUM 6: EMBED. a NOT LESS THAN 4- FROM EDGE OF CONC W/ 3/4' CIA 1% RAM,8ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EO. W/ MIN. 5'EMBED DEPTH INSTALLED IN THE FACE. Tw (WOOD) 3635 2660 (FLR)2530 21F 3060 (FIR)FIUSC42 (ROOF' (10) 16d TO HEADER, (10) Ibd TO WOOD USP: SAME A6 SIMPSON 3265 (ROOF)3225 HUC410 (CMU) 1810 5085 IF IS05 3175 (15) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, 00) !Od TO WOOD: (USP: (15)V4' x 3- W63 SCREWS, (10) ICd TO WOOD. HUGRI9-2 (CMW 1510 5 85 -21F 1905 3115 (Ol 1/4 x 2 3/4' TITEN (9 PER FLANGE) TO CMU (10) 10d TO WOOD: (U5 : (10) 1/4' x 3' UL53 SO WS (10J 10d TO WOOD P RE0HJC210-3 (CMW 1510 4000 -31F 905 3175 (15) 1/4- x 2 3/4' TITEN (9 PER FLANGE) TO CMU, (10l led TO WOOD: (USP: (I51/4' x 3' W53 SCREWS, (10) Imd TO WOOD LGUM2&-2-SD3 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26.2-505 1 (4) 3/8' x 4' TITEN HD ANCHOR$ (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' 5DS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE". CONTACT THE ARCHITECT/ENG'NEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE ANCHORING 5Y57EM5. WHER- ANCHOR EMBEDMENT 15 GREATER THAN l' DEEP, THE VERTICAL CELL IN CMJ. WALL MUST BE FILLED SOLID w/ GROUT. . 106 CC-MON NAILS CAN BE SUBSTITUTED WITH 106 x 11/2' NAILS !N CONJUNCTION WITH A 23% REDUCTION IN -HE ALLOWABLE _CAD. WRITTEN APPROVAL FROM THE ARC-IITECT IS REOJIRED FOR TH;S 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— AT.R = A-301 ALL THREAD ROD C01ZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCA !ON6, AND CONDITIONS THAT MAC- AFFECT CC-'` - =R_ --� - -� -= = RES-O45I5LE FOR MAKING SURE THAT T'-= PQOPER CORROSION PROTECTION B JSED. 'WHEN UBNG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING Z!`IAX / PIG GALVANIZED CONNEC TORS USE =ASTENERS GALVANI= PEFc AS TM-41S3 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRTTE.� APPRD✓_L FROM TLE ARCHITECTENGI.EER OF RECORD PR i OR TO USE - ALL CONNECTOR VALUES BASED ON SIMP50N "WOOD CONSTRJCTION CONNECTORS C 2015 , 'HIGH W NC -RESISTANT CONSTRUC- ON C-4Wm9. AND ANCHORING ( FASTEN',NG- SYSTEMS FOR CONCRETE I MASONRY CATALOG O-5A5-2012- EXTERIOR MASONRY WALL BRCS. HEIGHTS LOAD5R3. WALL ® NON -BD MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO W-0' U.N.O. W-11 1/2' -7'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTIN@ END OF HEADER 1 2 3 NUMBER OF FULL LENCsTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE J2 J4 J6 (2) META-16 .I AIIG 1410 A& 145 A4 A3 42 Al Ai Al Al Al Al A2 A3 A4 A5 Al N '� S dJ c0 W c0 c0 dJ dJ CA CO CO CO CfJ CO CfJ � '� N 0 II II II II II II II II II II III II II II II II I I I 11I I �� = II II II II II )III III )III II II III II II III II II = — =F=7= —i— I I I I I I y 61 011 61 0" 6'-01, 4' 0" 6'-01, 6' 011 / 1_011 ■ i _Q I I I I I I I I 1 I l TIC =�CT�I I I AS __--= w AOCx- II■ 'I EII— — K4 41, u KSCsF � J& = = u n n u I J&A J4A II---- II---- J4 J2 J2 p, ■ �— — E _AI 11 IL_ A IL A a II II II u um u u II R gyp I PLAN SCALE: 1/4 = 1'-0' 'ELEVATION A' J2 J4 J6 _�— (2) META-16 J6 J4 J2 c� 8 Ix4 BTM. CHORD BRACING 12' O.C. MAX., SECUREp W/ (2)10d COMMON NAILS * EACH CHORD INTERSECTION (TYR) A R C H I T E C T S 4Design Gro u p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www. a bdesigngro u p.com AA #: 0003325 r � .0�00��000� SUBDIV. 8c LOT: OAKLAND LAKE (LOT 46) MODEL. 1722 XXXOO-01 PROJECT#: R5025.046/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA /14/19 1/4"=1'-O" V F ELECTRICAL LE N�) 5YM50L DEFINITION NOTES IIOV DUPLEX RECEPTACLE IIOV FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED eottaM HALF WITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROIAID FAULT INTER.IFTER (TAMPER RESISTANT CAI RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION 110V DUPLEX EQUIPPED V GRaW FAULT U1� dGpl RECEPTACLE NTERUFTER (IEATHER PROOF) SWITCH $3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE- HANGING y LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS yyam�(( LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - A PENDANT EXHAUST FAN MOTOR OD d LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CA5INET _ LOW VOLTAGE PANEL PANEL METER SD SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CAR50N MONOXIDE BAIT- BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX SUPPORTED N ACCORDANCE W/ BOX MAWED AS S11C44 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: 1722 LOAD INFORMATION VA 1722 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5166 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 8000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 42,412 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 32,412 VA x (4) 12,965 TOTAL NET GENERAL LOAD 22,965 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 22,965 NET TOTAL HEAT 10,450 TOTAL LOAD 33,415 CALCULATED LOAD FOR SERVICE 33,415 VA / 240 V= 139.23 200 AMP SERVICE 04/0 SER CCALE COM5INATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 20OA/2P MC5 POWER COMPANY TRANSFORMER E=vma PROVIDE 200 AMP, 120/240 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 0210 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE ENTRANCE EQUIPMEN INTERSYSTEM 5ONDINCs TERMINAL AT LOW VOLTAGE CONNECTIONS 200 AMP D/240 VOL 1 PHASE MLO PANEL CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL 200 At IF ELECTRIC,4L RISER NOT TO SCALE. GENERAL NOTES: � i COND. A. ALL CONDUCTORS SHALL 5E TYPE THHN/THLUN UNLESS NOTED OTHERWISE. WP GFI METEF VERIFY LOC OWNER'S SUITE - --— 71GFI ROOM 4 O vGFI 44' AFF TV. S.D. e CMD 0. BATH- r� I PATIO i GREAT ROOM /�� DINING l I � I � I F i L LIGHT 4 \ SWITCH i IN ATTIC / �I i I GFI CLG. I1i OUTLET 2-CAR GARAGE I i COACH LIGHT JACK IMES)c� \c( i1 -- -1— i FOYER �i ENTRY KITCHEN RANGE DED. 20 AMP OUTLET FOR M. WAVE TV. O O --GFI-.- BEDROOM 2 BATH I 1-6 \� BEDROOM 3 ELECTRICAL PLAN SCALE: 1/4 = 1'-0" 'ELEVATION A' A R C H IT E C T S Design 1 O U LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,a bdesigngro u p.co m AA #: 0003325 r � E E 0 SUBDIV. 7 LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 moo—o1 PROJECT#: R5025.046/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA Dq!T3JC: 3/14/19 S/C ALE:1�4"=1'-0" Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant: aX�oMp o�N»C`( 000f.uGlE G S'I • �' BOGC Ptodoat OW"Dolinn Product Ruled kYnu4e0mr Model Number ProductApprovat Mt Gins MsthodofnWaeoilea r +32.37/ 42.62 +SW-60 DP Ply Gem series m2 Rww FL 14039.1 wn+.w.r . m....+..+.o...w.....0 ....... w....w. w,a+.»w 1WsiWN WA +/-75 DP Pty Gem aer' 4M FWpe FL 15264.2 WA wxMw.'�»MMMsbwi,xfypyy»y,•x..»ya#y.wy�, Filed! 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Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in wind fonds and forces specified by current code provisbm. / Name: JAMES JOSEPH CANTWELL signature: Daaign Prof- ARCHITECT Cert No. AR001 These products provide adequate resistance to the mom: 06/26/18 J $eas AW 2 6 262 A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III'lllll� E 8 N 0 E O M L SUBDIV. rgt LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 moo-01 PROJECT#: R5025.046/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA /14/19 SCALE: 1/4"=1'—O" 1 111 ' " Rose]) (1) lb REBAR VERTICALLY l0 •J MW/ C BAR VERTICALLY ONC. (1)5 REBAR VERTICALLY W/ CONC. W/ CONS. POURED DELL (25' MIN LAP) POURED CELL (28' MIN LAP) POURED CELL (25' MIN LAP) _ - R-4.1 MSUL. MR _ R-4.1 INSUL. MIN. TEXTURED CEMENTIOUS COATING TEXTURED CEMENTIOUS COATING - L U. W 9' CM z W PER (ASTM OW90 (TYP.) PER (ASTM C826) (TYP.) n J L 1n' GYP. ILL. BD. w 1/2' GYP. WL. W. CURB HKa EHT VARIES WOOD BASE /' Q WOOD BASE > N W Z L z i j Z NC. 3 RW/ 6'xb' a WIAxW.4 UP OR rIBERMESH ON 3 12' CONC, REUF, W/ 6'x6• , a a a WIAxWIA UALF OR FIBERMESH F a m ° 3 IR' CCNC„ REINF. W/ 6'xb' ='_yr•. 6-MIL POLY ETHYLENE VAPOR " - _ . x ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON = WIAxWL4 UALF OR FIBERMESH — BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL WELL -COMPACTED CLEAN ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON z K z dr TERMITE TREATED FILL z W U.ELL-COMPACTED CLEAN L 4' 4' 4' I IR' RECESS 4' 4' 4' 4' 4' TERMITE TREATED FILL m O 1 -p I'-0 I I/1' RECESS - O (2) lb REBAR ON G4AIR8 '^ O 0 (2) 4b REBAR ON CHAIRS 3 L*' CONO. GLAD OR PAVERS PER (2) 5 MBAR ON CHAIRS OLDS SPECS ...: ,. 1-STORY FOOTING LANAI/ENTRY 1-STORY FOOTING W BLOCK WALL SCCAL /2 •1'-0° R STEP-UP 1-STORY 1 L c : /! .r�-m' /�/j\\ AT GARAGE \ `-r � : 1/2�.�'-0' �c,60!',OVN ® �i 5v ,1" �00 " WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 W. Wc. FEW. UV 6YA' Z WIAgLIW WiF OR POE14TA ON N 6-MIL POLY E7NYLEE VAPOR �* - w BARRIER O UELL-COMPP.CTEL Q r CLEAN TER112 TREATED FILL m a 3 1/2' GONG, RiEINF. W/ 6'xb' > " a WAxWIA UAIF OR FIBERMESN ON PAVER — 6-MIL POLY ETHYLENE VAPOR 3 1/2' CONC, REINF. W/ 61x6' a ' WAxWI.4 WWF OR F115ERMESH ON e� " BASE OARRIER ON HELL -COMPACTED CLEAN TERMITE TREATED FILL . 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED 8 MBAR ON j4' FOOTIN:a I'-0' z 0., GLEAN TERMITE TREATED FILL 4' CHAIRS BEYOND EXTEND FOOTING (1) 9 MBAR ON CHAR i 4' 4' 4' 6' RECESS FOR PAVERS '^ O GARAGE STEP-UP UNDER PAVERS I m 9 M (2) BAR ON CHAIRS NON -BEARING @)GqAERAG9E DOOR FOOTING SCALE,12O-0 PAVER RECESS ® ENTRY DOOR J SCALE, SEE MANIF. PRODUCT DETAILS FOR REQlIRED SIZE AND DEPTI z OF RECESS FOR S.G.D. TRACK E w 41ARESlU FMISH FLOOR REBAR SET IN ' M SONBED. WIGMIN. `" > STREN:aTH EPDXY b' EMBED. MIN. � E a (2) Ta MBAR * I -STORY w. E (3) 45 REBAR a 2-STORY e a OUTSIDE REBAR TO BE a - CONTMUOUS a " .. 3 1/2' CONCv REMF. W/ 6'x6' a WAxWI.4 UAIF OR FIBERMESH ON �° " a. 6-MIL POLY ETHYLENE VAPOR - c BARRIER qV WELL -COMPACTED e CLEAN TERMITE TREATED FILL 2'-I' MIN. LAP SLAB AT S. G. D. TYP. RETROFIT FOR 11 SCNE:T.T-m' A OMITTED DOWELS LAP AT FOOTING �REBAR TIE VERTICAL REOAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. .a a LL CLEANOIT REQUIRED FOR INSPECTION " E � c� 0'-0' FIN. FLR (0 9 VERT. DOWEL .. < LAPPED W/ BOND BEAM <a a TIE VERTICAL REAR T (1) 15 RESAR AT CORNERS < 4 TO HORI7ATIONAL REBAR W/ 10° HOOK W/ 25' LAP MIN. �s TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS REINFORCING S E4 112 1'-0° 1' SCALE, /2 . -O' A R C H I T E C T S Design ro u JTLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III'llllll Lim avoommm& StYBDIV. 8e LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00-01 PROJECT#: R5025.046/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 3/14/19 SCALLE: 1/4"=1'-O" 1 I SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: OVER *30 FELT PAPER (OR APPROVED EQUAL) X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED t0 PLUMB JAMB. TO PLUMB JAMB. 6TH EDITION (2011) GABLE ROOF TRUSS ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED' 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES' DRYWALL If DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. P.T. Ix4 or i'x4' MIN. (4'-0' O.G. SHEATHING SEAMS) (SEE WINDOWiD00R JAMB BLOCKMG Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE-- FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING 4 SCHEDULE 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW ' TEXTURED GEMENTITIOUS COATING MIN. OVER 4' 10' HIGH MEMBER w/ (2)126 NAILS 8' FROM , (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING EACH END and g IS' O.C. MAX P.T. Ix4 or � x4 MIN: cEm (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 26 TO BLOCK w/Yl x 9' (1) ' TAPCON (MIN. EMBEDMENT 1 J') 2-LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN b WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ 4 or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and 9 IS' O.C. MAX METHOD PER 'NAILING SCHEDULE' (6' MIN. EMBEDMENT m 32' O.C. MAX) DOOR JAMB TO BLOCK (+ 4' Or + 4") DOOR JAMB TO BLOCK (+3"or ) (1) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE ��� 4A SCALE: 1'4-0' 4E SCALE: r=r-0' 6 18' MIN. SHANK SIZE .146 w/ 12d NAILS a 8' O.C. MAX i MIN. HEAP SITE .300 WB ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I if TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED ELT SHIM AS NEEDED P.T. 2x4: CEKI COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (I)TAPCON C92(o) OVER GM (R-VALUE PER ENERGY CALLS) ❑ DO NOT EXCEED ' ❑ END and 9 IS' O.C. MAX DO NOT EXCEED ' (MIN. EMBEDMENT I J') 6' FROM EACH " GYPSUM BOARD OR #' HIGH STRENGTH 8' CMU BLOCK � CEILING BOARD DRYWALL S' CMU BLOCK or DRYWALL or ONC. FILLED U-BLOCK w/ (1) "5 P.T. 2x BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW DOOR JAMB BLOCKING lx4 or Ix2 P.T. NAILER P.T. Ix4 or i'DRIVE PIN, 8' FROM EACH END and x4' MIN. Ix4 or Ix2 P.T. NAILER tv IS' O.C. MAX 1 SINGLE STORY SCALE: 3/4'=I'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDMCOOR JAMB BLOCKING (,' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT POOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE 300 SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 1' PER MFR'S SPECIFICATIONS EACH END and 6 18' O.G. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: CEM INSTALLED PER SECTION R905 OF THE FBCR, 1 NOTE: SECURE TO BLOCK w/ (2)' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I J') 8' FROM EACH DOOR JAMB TO BLOCK (+1 ) THROUGH NON-STRUCTURAL MEMBER (Ix or (,' OSB) END and * 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE' 48 SCALE: r=r-0 w/' TAPCON MIN. 1' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS 16' O.C. MAX EMBEDDED STRAP WINDOW TO BLOCK (+3 16") MIN. SHANK SIZE .145 ATT OR BLOWN -IN INSULATION MIN. HEAP SIZE 300 (PER PLAN (R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 16) MIN. EMBEDMENT I if —- � SHIM AS NEEDED 4F scaLE: r=r-0' TO PLUMB JAMB. METAL DRIP EDG ELL 'GYPSUM BOARD OR If HIGH ❑ DO NOT EXCEED if P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) J' TAPCONS VENTED ONC. FILLED U-BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT I J') 8' FROM EACH ALUMINUM SOFFIT (1) "5 CONTINUOUS REBAR P.T. 2xPik Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and Q 18' O.C. MAX ER PLAN (SEE WINDOW/VOOR JAMB BLOCKING CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' OSB (4' WIDE MIN.) t0 PLUMB JAMB, or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DO NOT EXCEED' (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 9 15' 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 J'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN lR-VALUE PER ENERGY CALLS) b SECURE 2nd 2x t0 STRUCTURAL W/' TAPCON MIN. I a' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1)' TAPCON PLACE SILL (PER BLDR _ !' GYPSUM WALL BOARD EACH END and 9 16' O.C. MAX (ATTACHED TO BLOCKING (MIN, EMBEDMENT I J') 8' FROM EACH TEXTURED CEMENTITIOUS PER MFR'S SPECIFICATIONS) END and m 18' O.C. MAX � ll � REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6) or COATING MIN. (PER ASTM GONG, POURED CELL 15 NOTE: (U DRIVE PIN, 8' FROM EACH END and C926) OVER CMU—_— (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED IS' O.C. MAX 8' GMI�— ' P.T. FURRING STRIPS 16' O.C. 4C gc�E,1.=1.0 THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145 w/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 141 NOTE: WINDOW TO BLOCK (+3 %6") TO PLUMB AMA DOOR JAMB TO BLOCK (+3 %6") P.T. l2) 2x6: ONCRETE SLAB 00 NOT EXCEED if 4G SCALE, r=r-O' SECURE TO BLOCK w/ (2) ' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and A 18' O.C. MAX XTERIOR WALL FOOTING' DRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO l,ll5 lb (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOODOOR JAMB BLOCKING SIMPSON HT520 w/ (10)10d NAILS TO TRUSS 4 a 16, O.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) (4) 4'X2 J' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4 -I -0' DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING 0 TINUOUS BOND MIN. EMBEDMENT 1 if BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS:7 UPLIFT UP TO 2,350 lb BEAM (2) 5IMP50N HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY GALLS) STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS - P.T. (2) 2x8: EM STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or i' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ l2) ' TAPCONS �$ w/ ' ' EMBEDMENT INTO BLOCK (MIN. EMBEDMENT I J') 8' FROM EACH r, TAPCON MIN. I �END and a 18' O.C. MAX TAPCONS MIN. or OPENING 22' x 30' MIN. Op CASING At SIDE WINDOW TO BLOCK (+2 4) 2' COVER (2) DRIVE PINS, 8' FROM EACH ENE)and 2' APART 9 18' O.C. MAX ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 4' MIN. SHANK SIZE .145 3 scALe: �T� SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 41) ( ) 5 TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 PER RS(D1.1 OF THE FBCR 2017, 6th EDITION BOARD (tYP) SCALE: r=r•0' scaLE: Nrs. MIN. EMBEDMENT I if A R C H I T E C T S Design ro u IrLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-774-4078 www.abdesigngroup.com AA #: 0003325 4 `�IIIIIIIIII sv$Div. a� LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 MOO— 01 PROJECT#: R5025.046/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DA'fE: �4/14/19 S5#ALE: 1/4"=1'—O" 1 D FOP PLIANCF— COUNTY ;C A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � 4 �mm�m ��eaaememoo� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 MOO-01 PROJECT#: R5025.046/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA F.A�n 3/14/19 SQ%ALE:``1/4"=1'-O" F04 PLIANCF- C®ut4TV `G SON VTCR of 'ING lU 9 EA 6'-01 O.C. K TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=V-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILSRl I ,FH ECURE 2x(o MIN. TO BLOCK w/ (2)Y' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) - I` c SECURE 2x6 MIN. TO BLOCK w/ - -- (3)V x 'BeANCHOR BOLTS w/ 2' ---- WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. VEMBEDMENT_E GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) SECTION D N SCALE: N.T.S. I' MIN. SLIDE `PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR ° HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS m 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 9 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' r-PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE)10 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. 3 S/e 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) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'4-0' lU REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x V ANCHOR BOLTS w/ 2' WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design roup LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 STJBDIV. & LOT: OAKLAND LAKE (LOT 46) MODEL. 1722 XXX00-01 PROJECT#: R5025.046/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHfTECT- STATE OF FLORIDA 3/14/19 SSA": 1/4"=1'—O" 1 BEET D4 L 3 s" THICK, 3 COAT CEMENT NOTE. NOTE: A R C H I T E C T S PREFORMED PLASTER SIDE LAPS OF METAL PLASTER BASES CONTROL JOINT SHALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL BE LAPPED A WRB LAYER #2, FORTIFIBER BUILDING MEMBERS. THEY SHALL BE TIED BETWEEN MINIMUM OF 6" Q VERTICAL LAPS (ROLL ENDS) 8 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE 6" 6 HORIZONTAL LAPS. —� AT INTERVALS NOT MORE THAN 9" TO LATH � 9" O.C. MAX IVERT.). APPROVED METAL LATH FASTENED Design NOTE: DO NOT FASTEN CONTROL JOINT TO 61" (VERT.) O.C. MAX AT SUPPORTS (229-MM). AS PER ASTM C1063 1.8.1. GiOU LLC WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: LATH VERTICAL " 1441LONGWOOD, FL 32750 BLVD. STAPLES W/ %s" LEG MAY BE USED TO TEMP. WRB LAYER #1, 5TUCCOWRAP FOR REPAIR OF TEARS IN WRB LAYERS, LAP TO BE 1 PH: 407-774-6078 (OR APPROVED EQUAL) ;I'MIN. FAX:407-7744078 SECURE CONTROL JOINT DURING INSTALLATION TEARS MAY BE PATCHED PEEL 8 STICK www.abdesigngroup.com AA #: 0003325 TEMPORARY STAPLES TO BE REMOVED AFTER xx a" THICK, 3 GOAT CEMENT INSTALLATION ,..;.< — x x x PLASTER WOOD SHEATHING METAL LATH METAL LATH �' T° I TAPE WRB LAYER FASTENERS MAXE SPACED GAP"'" PROTECTED FLASH TAPE #1, 5TUCCOWRAP WRB LAYER 12 FORTIFIBER 6' TO e' 6' TO 8' I" O.C. X VERTICALLY MI", MIN. BEHIND CONTROL JOINT BUILDING PAPER (OR WRB #1 TAPED TO 6' MIN PAPER LAP BELOW ONLY (OR APPROVED APPROVED EQUAL) O LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED SHEATHING Lu/ WRB EQUAL) DIRECTLY CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6" TO 8" FROM CONTROL #2 OVER TOP. WRB TO SHEATHING TAPE WRB LAYER #1, TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS *2 TO BE LAPPED 5TUCCOWRAP (OR w WRB LAYER #2, ��_: , :_ �rr�� �..,,F �� H..,4 � � ,':: , ...� �.� APPROVED EQUAL) Q ON STRUCTURAL STUD WOOD STUDS VERTICALLY 6" MIN. FORTIFIBER BUILDING a I MIN LATH DIRECTLY TO SHEATHING NOTE: � STUCCO OVER PAPER (OR LAALL LAP R 1. FASTENERS FOR LATH TO BE NAILS OR _ METAL LATH. METAL APPROVED EQUAL) 5TAPLES IN COMPLIANCE W/ A5TM C1063 SHEATHING �; LATH TO HAVE 1" a k VERTICAL LATH "* q VERTICAL LAP MIN. w " & PAPER DETAIL h 2. WIRE TIES TO BE (NO. 15) 0.0415 WIRE Q® WOOD SHEATHING q TYPE M CONTROL JOINTm �� M F M 3. BLOCKING SHOWN MAY BE IN ADDITION TO 1 :Nss.��a�FIN co 0 WALL 5TUD5 REQUIRED PER PLAN NOTE: APPLY SEALANT AT I'M" CONTROL HORIZONTAL LATH PAPER LAP G®®e °AGO JOINT END TO END CONDITIONS & PAPER DETAIL 2 $CALE:N.TA �� L �occ, E 81 CUT TWO PIECES OF FORM FLASH 1 � APPROX. 6" LONGER THAN THE USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE a) WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE L LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 055 AROUND PENETRATION C m .:. 1" OR LESS PIPE PENETRATION WOOD SHEATHING -'" STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE WATER RE515TIVE BARRIER " THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) SVBDIV. 8e LOT: THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM 'f MINIMUM LAP (PER MANUF. SPECS) LEGEND (LENGTH W15E WITH ADHESIVE FLASH 1 AND APPLY IT TO THE OAKLAND LAKE TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED — �.'� DRAINAGE PLANE (LOT 46) ALIGN THE PROTECTO FORM FLASH 1 SAME MANNER, MAKING SURE (WRB LAYER #1, WITH THE CENTER OF THE PIPE. ADHERE STEP 1 STEP 2 THE OVERLAP AREAS ARE STARTER STRIP (PER MANUF. SPECS) �= 5TUCCOWRAP OR MODEL FORM FLASH I TO THE BOTTOM HALF OF PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE "-_r APPROVED EQUAL) 1722 THE PIPE AND WRAP AROUND THE PIPE, PIPE AND SHEATHING. (PER MANUF. SPECS) xxxoo—ol WRB LAYER 02 TAPE WRB LAYER #I, z 5"X1" CONTINUOUS GALV. METAL z (FORTIFIBER R5025 0 PROJECT6/00001 PER FBC R103.1.1 5TUCCOWRAP (OR APPROVED Z STEP FLASHING (NAIL TO ROOF BUILDING PAPER OR PAGE: EQUAL) DIRECTLY TO SHEATHING ;o DECK, NOT WALL SHEATHING) APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WRB LAYER #2, FORTIFIBER a ° WALL EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER (OR CAP SHINGLE - DO NOT NAIL METAL LATH x X x x ASSEMBLY SHALL COMPLY WITH THE APPLICATION APPROVED EQUAL) e REQUIREMENTS OF A5TM C 926-12A. x ADHERED SHINGLES TRIMMED STUCCOa DETAILS X METAL LATH TO COVER FLASHING STRIP 160 MPH EXP. C INSTALLATION OF EXTERIOR LATHING AND X PROTECTO FORM FLASH I WOOD SHEATHING FRAMING SHALL COMPLY WITH A5TM C 1063-12A x CONFORMABLE AIR/VAPOR ARCHrrECT' x BARRIER TAPE DIRECTLY SELF-ADHESIVE STATE OF FLORIDA X TO SHEATHING FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE NOTE: (CLIPS, STRAPS, STAPLES) X DIRECTLY TO 055 AROUND METAL LATH: LATH TO BE PER AS REQUIRED TO SECURE X . PENETRATION SIDING STUCCO FBC R103.1.1 / A5TM C-841-09, PIPE/ WIRE TO FRAMING X JAM S CANTWELL x ELA5TOMERIC COATING MIN. 2.5 L55. PER 5Q. YARD Np 12079 PIPE PENETRATION DETAIL (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES 3 SCALE:K " OVER STUCCO/ C.V. FINISH NOT MEET SPECIFICATIONS) TE: 3/14/19 (SEE TYP WALL SECTION) "L" FLASHING SCALE: 1/4"=1'-0" SECTION 4 scale. �T�' SHEET WRB: WATER RESISTIVE BARRIER TA $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN. STEP FLASHING FELT UNDERLAYMENT 5HINGLE ROOFING DRIP EDGE: OVERLAP 31 1 EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTER5ECTION5 WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. I y' ABOVE 5HINGLE5 -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP KICKOUT DETAIL `J SCALE: N.TS. "^~ " " ^ ECEIVE I COAT OF BHER-CRETE -ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 8 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: NTS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC, METER FIELD VERIFY LOCATION SEALANT ON TOP 4 51DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC I5OCYANATE-POLY5LEND FOAM ("GREAT 5TUFF" OR 51MILAR) I �FLA5H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL' APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DI5CONNECT UJRB LATER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL BIDES, y4" SEALANT 6 JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER )DRYER VENT (FRAME) OVER "QUICK FLASH' V Ei SCALE: N.T.S. PIPE THROUGH WALL TRUCTION 5HEATHING WOOD FRAMED WALL BUILDING PAPER UNDER "QUICK FLASH" WOOD 5HEATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, WOOD- FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU- APPROVED EQUAL) 8" THICK, 3 COAT CEMENT _ PLASTER %s" TO 1/0" MID -WALL WEEP 5CREED 6" 5ELF-ADHERING FLASHING HORIZONTAL WEEP SCREEI ^ „- (FRAME TO FRAME' VENT PENETRATION A SCALE: N.T.S. WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 1/5" TEXTURED FINISH a WOOD FASTEN TO WOOD STRUCTURAL MEMBER e I" O.C. MAX TO %` MID -WALL WEEP 5CREED -6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING -TEXTURED FINISH e MASONRY HORIZONTAL WEEP SCREE] 7B (FRAME TO BLOCK' SCALE:N.TB. NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECE5 TO COVER BOX 4' PA5T EACH BIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FA5HION TO COMPLETELY COVER THE BOX. WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLA514 I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUR 5PECIFICATION5 MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN 1" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTER5ECTION5 i? STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a ALL BIDES DRYER VENT (BLOCK) V D SCALE: V.S. PER FBC R103.1.1 �E pL1AN S.I. LV 13�0CC EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A, INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A 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 5TUCC0° WOOD SHEATHING �ziz7-ZT-=-- 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.7.1 / ABTM C-041-09, MIN, 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELABTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ECTRICAL RECEPTACLE 9)L-% : NTS. (FRAME C"T) STEP 3 A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �ommo�o�om� E E 0 A r SUBDIV. & LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00-01 PROJECT#: R5025.046/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D*TE: 3/14/19 +'eiCALE: 1/4"=1'-0" SHE�E��T� VU A2 WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WR5 LAYER #I, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WR5 LAYER #I, STUCCOWRAP (OR APPROVED EQUAL)\ AMIGO AM66-WFWC-150 - CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-150 CUSTOM CASING 5EAD (OR APPROVED EQUAL) WR5 LAYER #1, 5TUCCOWRAP LIN (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) I (J" 5ELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER AMICO AM66-WFWC-is0 CUSTOM CA51NG 5EAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. FIN15H LAYER (2 LAYER PEEL 8 5TICK) 6" PEEL 4 STICK 6 DRIP EDGE TO DECK I %"XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 15t LAYER (2 LAYER PEEL 8 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 5TICK a DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 5TICK - 1 Y2"XI %" PT OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 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) CA51NG BEAD •+COMPONENT5 PULLED ---,, 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCOWRAP OR APPROVED EQUAL WR5 LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG 5EAD 5/0" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER 5EAD VINYL (OR APPROVED EQUAL) CA51NG DEAD X 3" 2(o GA. GALV, METAL DRIP )GE SET IN FULL BED OF SEALANT, %" �. SPACE FROM DRIP FACE TO TREX GAP FOR BACKER ROD 4 SEALANT qYL (OR APPROVED EQUAL) CASING BEAD ATHER RE515TIVE 5ARRIER #1 ATHER RE515TIVE 5ARRIER #2 t—DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 2G GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO 5E PER F5C R103.1.1 / A5TM C-54l -091 MIN. 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE 5ARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) IRA DRIP EDGE INSTALLATION 11 A SCALE: V.S. %" GAP FOR 5ACKER� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 8 STICK) PEEL 8 STICK SUB FLOOR [�I V DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD I Y"XI Y" P.T.OR 51MULATED WOOD (TREX) WATER PROOFING 15t LAYER l2 DYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL ALCONY STICK) WRAPPED FROM 5 Y4" GAP FOR 5EALANT 4 DECK TO CANTILEVER OPT. SACKER ROD $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 1*1 WEATHER RE515TIVE 5ARRIER #2 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) „BALCONY DRIP EDGE INSTALLATION I 1 D SL'dLE: N.TB_ sssCOMPONENT5 PULLED APART FOR CLARITY 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING 5EAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE — 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER 5EAD FASTENED TO SHEATHING 6 1" O.C. MAX. WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BEAD @ FRAME *,--�LCORNERE: CORNER 5EAD (FASTENER 8 SPACING 6 I" O.C.) CMU %` THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD C BLOCK 1 �ll SCALE: NTA God �GO uG1E t COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE 5ARRIER #2 -(o" SELF ADHERING 4 FLASHING PEEL 4 STICK I Y,2"x3H "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 /2" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF 5EALANT,y" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING xx 1 Y2°x3" "L" FLASHING FULLY EM5EDDED IN ROOF CEMENT 1, Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL 5ED OF SEALANT,/2" MIN, 5PACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING 5EAD WATER PROOFING Ist LAYER (2 LAYER f'EEL 4 STICK) WRAPPED FROM 5ALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE 5ARRIER 02 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP C COLUMN W E INSTALLATION L" FLASHING A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"'I Lomoom0mom� 9VBDIV. 8e LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 xxxoo—ol PROJECT#: R5025.046/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA Irn 6U �r`Ei^a D E: 3/14/19 GALE: 1 /4"= V — 0" :SHEET WOOD 5HEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLA5TER 6 SELF -ADHERING FLA5HING DRIP CAP WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLA5HING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW (FRAME, NO BAND) 1 Jti SCALE: KTS. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (XPLODep $ THICK, 3 COAT VIEW FoR CEMENT PLASTER CLARITY) WOOD CON5TRUCTION BEYON WOOD 5HEATHIN WEATHER RESISTIVE BARRIER WEATHER RE515TIVE BARRIER %6' X 1 y4' LAP 51DING W/6" REVEA 6" 5ELF-ADHERING FLA5HIN 5TARTER 5TRIP PER MANUFACTURER'S IN5TALLATION IN5TRUCTION5 DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLA5HIN STUCCO CASING BEA SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 %6" X I y" LAP 51DING W/6 REVEAL 6" 5ELF-ADHERING FLASHING 5TARTER STRIP PER MANUFACTURER' I1\15TALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 7' FLA5HING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD) 6" 5ELF-ADHERING FLA5HING Ys" THICK, 3 COAT CEMENT PLA5TER WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 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 VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 6"5ELF-AD HERING FLASHING DRIP CAP WOOD 5HEATHING TWRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'CODED $" THICK, 3 COAT w FoR 4RITt') CEMENT PLA5TER WINDOW FLANGE —— WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER (o'5ELF-ADHERING FLA5HING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAN 1 JB SCALE: NT5. " 5ELF-ADHERING FLASHING EATHER RE515TIVE BARRIER #1 EATHER RE515TIVE BARRIER #2 TARTER 5TRIP PER IANUFACTURER'5 IN5TALLATION 15TRUCTION6 5ELF-ADHERING FLASHING ;ALV'D METAL " " FLA5HING )0 NOT CAULK OR 5EAL OPENING ;ALV'D METAL "Z" FLA5HING 5TUCCO CA51NG BEAD WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF 'Z" FLA5HING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 GALV'D METAL "Z" FLA5HING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING 6' 5ELF-ADHERING FLA5HING WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y' FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER #2 SIDING Cap FRAME TO TO STUCCO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0 WOOD SHEATHING 5ELF-ADHE5IVE FLA5HING NOTE- METAL LATH. LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 LBS, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP a" THICK, 3 COAT CEMENT Yn' GAP TYP PLASTER CASING BEAD METAL LATH IX TRIM MEMBER -a STUCCO TO TRIM TO 51DING TRAN51TION WRB LAYER #2, FORTIF15ER 51DING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING -- ri r-k �- �WRB LAYER #1, 5TUCCOWRAP LWR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD (0" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO CASING BEAD 1 `t SCALE: NiS. ! CROSS-SECTION) WOOD 5HEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) S" THICK, 3 COAT CEMENT PLA5TER $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD C RAISED AND FRAME @6CALE. NTS. 'a' GAP TYP METAL LATH � � TO LUI BEAD 5E /' L /' NT TO WINDOW WRB LAYER 02, FORTIF15ER BUILDING fi ti PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 5TICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG 2X FRAMING (W/%s" FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 8 BUILDING WRAP rryy EZ BEAD WINDOW CASING 1 f SCALE: N.TSNTA WOOD 5HEATHING 'F WRB LAYER #1, 5TUCCOWRAP x (OR APPROVED EQUAL) } WRB LAYER #21 FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR GL,4RITY) G p �JG� �--8" THICK, 3 COAT CEMENT PLA5TER / — METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' 5ELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design ro UP LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,a bdesigngro u p. co m AA #: 0003325 �"'llll"I ��00�0�ooJ o� 8 0) O r C L SUHDIV. & LOT: OAKLAND LAKE (LOT 46) MODEL: 1722 XXX00-01 PROJECT#: R5025.046/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA D E:" 3/14/19 SHEET W CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 o xALE: rtTs. (FRAME) APPLY 061 H2U (OR \ EQUAL) SEALANT 0 UINDOU/CMU JOINT. FLUID APPLIED FLASHINGi (LANCO UHITE-SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) 18A ncAi F, NTa TEMPORARILY C^' ^ "k � SECURE HOU; ",P UNDE FOLD IN AT J, SLOPE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING a514ING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED =DGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL Sirs u NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY 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 8 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE, NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (0" SELF -ADHERING P OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/6" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS, SUPER STRETCH BUTYL FLASHING STEP 3 L—a" VERT. END DAMS REQ'D. AT EACH END OF SILL " MIN. TEXTURED :EMENTITIOUS COATING )VER BLOCK �5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STEP 4 0 1 lil tl INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING & APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PILL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT (0" WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT ;TO -WRAP 5T-20XL %PPROVED EQUAL) g" MIN. TEXTURED '�'-EMENTITIOUS COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA `MINIMUM STUCCO THICKNESS 19 SCALE: N.iB_ STEP 5 � 0- O" GOO �J 3" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S Design ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �II"IIIIII �v�moo0vom� OE !8 E O t iL sUBDIV. 8e LOT: OAKLAND LAKE (LOT4)) MODEL. 1722 XXX00- 01 PROJECT#: R5025.046/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA /14/19 AT: 1 /4"=1' - 0" SHE�E��T� VV A5 APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT c;CHEOULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT I AO'—()" N Y 000 0o OD as 0a 00 00 00 00 00 00 000 00 ' 4- Na I J2 J4 J8 >, J2 J4 J6 AT 1G N A70 N A6 A5 A4 A3 A2 A7 Al Jj Al u A7 I, Al Al A2 A3 A4 A5 A7 N A6 (V AGIG K4 K5G J6 J4 J2 J6 J4 J2 J4A 7 N au m a0 � � .., v8 y. I J2`; a C`�? CA a0 W a0 W DO f0 < N C a > > > > > > > I ✓ 21 —4 4 —8 12 —8 N n G) N d' t0 ' I > > 40'-0" 0 REVIEWED ❑ REVISE & RESUBMIT NOT REVIEWED SeAlnitftls afe roviewe led tootral comphlRM Relations Do Not Aol Reviews. Cowlents ee controeteF koal cowptul ContrSeW is reseontit 41eefitin, dinlnsins A. ROOF PLAN 8'—g,1 ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 ® HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 QD RT16A © CONNECTION BY BUILDER O REVIE! 4 RMC 0 f0R VI for ceohrnillrki Witt tilt Ctnht Ennor 5 SNVeVOVS� 5F� 8�. BRG. 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. 6 Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It Is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINGNG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE 'BCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E.r 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 'Z4 HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envdope) ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity : IOU MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 1R. Orion M Bleoldy Struct Eng 176051 2590 N. KINGS HIGHWAY FT PIERCE, FL 34951 (772) 464-4160 �y SCALE: 3/16 = 1'-0" ELEVATION "A" E Y i 0 Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design SOU'Ir�N TRUSS (772) 464-4160 ore the responsibility of the building designer or his engineer. �� INC" Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 _ -- -� JOB NO.: CUSTOMER: _ RYAN HOMES LOT: -- q6 BILK: DESCRIPTION: �;- ADDRESS: D '3 Plan — 1722 Elev. A SCNF: DATE MAW er. MtAwNa NUMBER SUBDIVISION: Oakland Lakes 3/16"=1•—o" 111 14 2018 I dhc 11722—A 4 `o