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Home My WebLink AboutPLANSINDEX OF DRAWINGS SEIEET NO. DESCRIPTION ° ° CS COVER SHEET GN GENERAL NOTES 113 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN XXXO O — O 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS anhomes.com TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �I/ GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN FLOOD SNOW Speed° Topographic DESIGN Frost line DESIGN UNDERLAYMENT n FREEZING ANNUAL LOAD (mph) eff®cts` CATEGORY' Weathering' depth" Termite` TEMP` REQUIRED' HAZARDS INDEX' TEMP' N/A 160-C N/A Negligible N/A Heave 45 N/A N/A N/A N/A -- DESIGN CRITERIA: SQ.FT. CALC.5S CONTROL DATE 01-01-18 •FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) •ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB IST FLR. LIVING 1,833 50. FT. • MIN. INTERIOR FINISH - CLASS C GARAGE 411 60. FT. • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH TOTAL LIVING 2,244 50, FT, RISK CATEGORY II ENTRY 22 Sa FT. • EXPOSURE CATEGORY - EXPOSURE C PATIO 21 SC. FT. el -STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,251 50, FT, • STATE OF FLORIDA C,UBIG VOLUME LIVING 15,94'1 SC, FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA SPANISH (ELEVATION A) 50'-0" 46'-0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEIV BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCt:MENTS. 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 SCANNED GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S GroupDesign `LLC 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 W E O s C STJBDIV. 8e LOT: 0 AKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT#: R5025.057/00002 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA APR 17 2C19 T 1/4'61'1 sC0" I�I RE Euni CODE COMPLIANCE FS�lPY ST. LUCIE COUNTY BOCC GENERAL NOTES CONCRETE 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (7817) AND IN CONJUNCTION WITH ASCE 7-10. 1- ALL CC^''CRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIRRIENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; 2 , __ : FETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED A. FLOOR LIVE LOADS IPSF) .. -- _ _. ,; SE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 3.. r__ = 3 REGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/:, A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 4, PRC, : E 3%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER A.5. BALCONIES 40 A.6. DECKS 40 5 BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. Al STAIRS 40 A.8. ALL OTHER ROOMS 40 ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/., B. FLOOR DEAD LOADS IPSF) 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE 8.1. ALL AREAS 10 11 INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. C. ROOF LIVE LOADS .. B. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. C.I. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSFI D.1, FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 MASONRY E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VOLT. =160 MPH, VASD =124 MPH 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KO) 0.85 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE EA. INTERNAL PRESSURE COEFFICIENT (GC_pi) 0.18 MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500 PSI. E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t018 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. F.A. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y. INCH AND NOT MORE GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDMON. THAN °/.INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 1 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES 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 ARE FOUND PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 4. 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 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. BY BUILDER" NOTE ON COVER SHEET (CS). REINFORCING STEEL 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 6. 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 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. - 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A,615, GRADE 40 (UNO). 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH TO 2,25INCHES (13 TO56 MM) IN LENGTH. 8, THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/W) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 10. 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 5.. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 26" WHEREVER POSSIBLE, 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 12. 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 COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .1.THAT B. CONCRETE EXPOSED TO EARTH OR WEATHER: 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). - B.I. #5, W31 OR D31 AND SMALLER 7" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.92 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). C.I. #11 AND SMALLER 3/." D. BEAMS & COLUMNS: 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROONCEILING ASSEMBLIES, D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1y,^ 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 64 OR ILL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 7, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ELECTRICAL 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. GARAGES AND CARPORTS 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) 1. GARAGE DOOR 3. NOTE:. ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. B. DETAIL TO BE SUPPLIED BYDOOR SUPPLIER TO C. DETAIL TO BE ATTACHED TO PERPACKAGE BY BUILDER 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 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. 3. 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 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 BEINSTALLED 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 FOR EACH MOTOR VEHICLE SPACE. OPENINGS INTO THE GARAGE. TIMBER 4. 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 Y, -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 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: .SITE WORK B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) 2. 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. E APA-THE ENGINEERED WOOD ASSOCIATION : THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SIT€ WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, RANTING AND ]IRRIGATION. Et. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 3. 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 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 42 (MIN.) MACHINE GRADE LUMBER, UNO. CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY A Fb =1,100 PSI Fv=175 PSI E=1,400,000 PSI PRIOR TO START OF CONSTRUCTION, AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGSACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE 1 LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). WITH ASTM D-1557. ! . ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. ALL SACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95°k 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, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. FOR -SPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/1W OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS AT MIDSPAN FOR SPANS G==--E* THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. FC= : _' .�ENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/W COX PLYWOOD OR 15/32" 10, EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS A".: _ PAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. FLO: = SHEATHING SHALL BE STRUCTURAL GRADE Y." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 12. 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. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MANUFACTURER SPEOFICATIONS. 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. 80. 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 L1240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 16OMPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) ' PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM °/1 PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH Y.' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. _ 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. T SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). - -" 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2OF 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 X1 GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 - I IA AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7,10.2.1 OF THE ASTM-0.1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7,11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I'lllll"I om0o�0m�0� EQ V W E O L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 57) MODEL" 1833 F1833-01 PROJECT#: R5025.057/00002 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLOFUDA �)® DA 4/16/19 REVIEWED FOR � o-pDE COMPLIANCE. T. L UCIE COUNTY 13000 SECURE STRAP TO GONG. UJ/ (2) mwxv TAPCONS 3 1/2' TI CONC. SLAB SIMPSON UJB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT UJ/ (2) 08x1 1/4 5I4EET METAL SCREIJJS A/C CONNECTION TO PAD DETAIL 1/4'x3'x3&' STL. II ON 1/4'xb' DIA• BASE (2) 1/2'x6' A.B. BALLARD DETAIL INWARD CLEAN -our m STUDOR AUTO -Veer } I 2� I � T 1 2° I 1 12' I I 3' Y STUDOR KITCHEN SIWSr 3 jAUTO-VENT AUTO VENT 2 I1 WASH 3' Y I V'S 2' 21 21 I I 1 4' 3' 1 WC 21 PLUMBING ISOMETRIC (SEWER) MODEL =3 RYAN HOMES 3 1/2' CONC. SLAB 1 9 N r Dl 24'x24'xl2' CONC. FT& W/ (3) S REBARS EA. WAY ON CHAIRS MR 3' COVER I S N N I 3/4' CONDENSATE I ' LINE 4' bry �o y WH 4 4' a�s4 A fLLARD L LL 0);'D ME I .ill i, .i fC/ 91. 011 ,J !a- (PAVERS) 3 1/2' ■ ■■ ■■ ill li TUB �l h i II hi 11 DI Ij p jl L��JJ 3 1/2' D _ GONG., nINFORCED W/ VxV-111I.4 x 111I.4 ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE TREATED WELL -COMPACTED CLEAN FILL 10 1/2 OL0,-0' FIN. ELEV, FIN. CON(. SLAB Irr I )� III A 11L DW.J MIL _ II JJ L= I II EXTEND I SLAB u�% I I ul__� I _ _ � 1' PVC CHASE FOR ELEC. 3" 3'-2" 23'-611 -6' RECESS SLAB o (/ . `iAM� k . FTG. W/ (3) 05 8 RE5AR5 EA. WAY Dl ON CHAIRS MIN 3' COVER 16'-0" 20'-6" DI FOR PAVERS D1 31-4" 12'-4' r DI ■ ■ ■ ■ PAVERS p ■ ■ F■-■ PAVER t EDGE LINE 1 2'-3" 2'-0" 41_811 2'_011 50' -0" FOUNDATION PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' 21'-4" I1'-3" a 1 N m m �n m A R C H I T E C T S Deson GrouLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"'llll �ov�om0000� E 8 E 0 L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT#: R5025.057/00002 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NPR 1 D E: 4/16/19 S ALE:1/4"=1'—O" SHEET OF �® r—o c . DE GOMIPLIANOE S-r. LU IF- C UN�"' A R C H IT E C T S Design ro U LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III"IIII�I �oovv�0000� SUBDIV. 757) OAKL LAK (LOT MODEL: 1833 F1833- 01 PROJECTAI: R5025.057/00002 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 4/16/19 ¢ALE: 1/4"=1'-O" 1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC A R C H I T E C T S WALL LEGEND WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL bw 8'-S' BLK BRCa. SHEAR WALL SECxMENT IS' O.G., UNO. EXTERIOR: WOOD FRAME UJALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING WOOD FRAME WALL: 2x4 • 24' O.G. MAXIMUM, UN.O FURRING AT MASONRY ® 24' O.G. OVER FOIL LOTTS CONCRETE P.D. BDX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 4'-6' 8/22-S-(I WCI)L tCESSED L-IA V-10' 8/I6-6401.1/(UL L-2 5'-10' 8/24-S-C1JU/lt>L L-3 l�'-4' 8/28-S-lIJU/(I1L F1�STI�SSED L-4 4'-6' 8/24-S-(I)U/(1)L L-5 4'-6' 8/24-5-(WKIA. L-6 V-4' 8/24-S-(I)U/(I)L L-i 7'-8' 8/24-5-(Ih.1/C1JL L 414ST-449479 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I 4'-6' SF22-15AT MCESSED L IA 5'-10' SFI6-115/IT L-2 5'-Ifd' SF24-I5/IT L-3 17'-4' SF28-I5/IT F'RESMSSED SF24-15AT L-5 4'-6' SF24-I5/IT L-6 V-4' SF24-I5/IT L--1 1'-6' 8F24-I5/1T SF24-I5/IT F W BEDROOM 2 8'-8' CLG. BEDROOM 3 8'-8' CLG. O O •F I I L J V_v CL& PATIO L-6 8068 SCsD — GREAT ROOM a' -a' cLG. I ' -------------- --------------- >< iIC�O III 1 LAUN _�0,0 �F 10 I II III 1; I ii��_�J I III j KITCHEN 64, CLG. _L 2—CAR GARAGE DINING ROOM 8'-8' CLG. 8'-8' CLG. ib'-0' X l'-0' O -- — FksD - — — — -- — —— L-2 L-3 ENTRY - 8'-8' CLG. L-lA LINTEL L N SCALE: 1/4 - I'-O' ELEVATION 'A' OWNERS SUITE 8'-8' CLG. - — — — — — — MUITE BATH a, a, cLG. I I -- I I -- WIC Cfl 8'-8' CLCx I I I DEN V4, CLG. Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �iuman ��emoo.00uw� EE 8l E L SUBDIV. 8e OAKLANDLOT: LAKE (LOT 57) MODEL: 1833 F1833— 01 PROJECT: R5025.057/00002 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA TE: 4/16/19 CALF• 1/4"=1'-0" SHEET 3 OF b REWIEWEI-� �, CODE CO ��L I� AG'3 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8"PRECAST U-LINTELS SAFE LOADS (LBS/FT) 110 4� GRAVITY OVERALL LINTEL LENGTH SFfB ¢B BPI1 lani &'20.08 BF24-mB MlB-0®I 9i32 08 (TYPE LF LINTEL) eu9 N^B t3 3P' ITs -, 5W3 66&l �6 9602 1 Idol T-W TO 3'-6' (PR9GABT) 2 2151 3010 4%!@. 6961 -1 BI9l T034 2'6 3'-7' TO W-0' (PRECAST) 1.6 ' 693 1069 ab� .ie II" i91 3tB3 4616 549L 5400 fl9o5.,.,. 621< 4 TO 4'-6' (PREO48T) 1099 136 4 3 )ti71 �1 1999 2%0 9133 3606 Y Q49 4'-1' TO 5'-4' (P,BLADT) qn 3094 ,..s-63 1105 II - 16313m90 2049 9009 3410 5'-5' TO S'-10' (RIffGAel 106R 62] AJ6m 6 3107 Llrl - e.'i 5'-Ir TO 6'-6'(PRECAST) the ❑]� bAEO _`VEI 10 ic� 6026 ' 1011 2b B 31i1 6'-7 TO 1'-6' (P"IlCASl l43 T2]m5_ 'f60 ]I6 6 2S64 3g96 B46-i .CIE _ b4li T11 Sm2 699 1'-7 TO 9'-4' fP CAAT) 554 59i 89@ ➢1564 30Y z115_ :5no 11T1 3109 _ 7S36 V-5'TO 0-6'(Pr@ 0.LA9T) 41 'I$4i a's 2423 e3as5 32 nls� IV-T'TO 11'-4'eP CART) 2162 BN 94B 'p66 s,e 013 IS54 WB4 1I99 2eOv II'-5- TO I0-0' (PRECAST) a5i 411 195 I" 1426 TOSS 2B�= AT 3552- eT� 12'4 TO (PRECAST) 296 ..2316 -..UAMA 4t 10B 10a2 p16 1691 91l 26M 13'-9't014'-O'fPREC40T) 110 NR. NR NR NR NR NR NR 14L1'TO A-O'(PRESTRE49ED) NR lotNR NR NR NR N¢ VR K'-9' TO 15'-4' (PRESTRE60ED) NR 23.e ¢ 2e3 NR NR NE W.D. TO IT'-4' (PR STRE65ED) NR 120,11 Nk NR NR s16 NR Ne 16m9t N2 47 K I1'-5'T019- '4'(PRE6iRE85ED) NR 1`16+ NR N¢ ills YK NR NR q..@BA Ni NR TO 21'-4'(F sosE95ED) NR n3 ucB NR NR NR NR rrvz Ne N¢ 21'-5'TO 2x'-m'<FREBTREbBED) NR xi265 VR 1999 nR NR 3Fs NR NR NR NR 2P-I'T024'-0'(PT@BTRE88ED) NR 25m f 099 1122'1 SAFF I OLDS (I PS/ T) A"PRECAST Il_I III S C UPLIFT LATERAL OVERALL LINTEL LENGTH 0r-B EI- I1 vfl6 B- O 1 y 4 T-I- (TTPE OF LINTEL) B T 612 2T 156 15 Ii S 4 G- 41' R 1T 5 P 6I3 3 .2i Tool bJB BFB RAM 2'-B'10 3'-6'(PRECAST) 9 5 - t 39 -- 6 669 IEOI 1025 =4 aw, 1963 -0 E60 I_ 91 lE .-©9 3'-T TO4- m' (PRSCAsl 306D 2 m1 15 11l5 4 4- L0 SOTS I 1 9 1s5 763 1309 , . , I1ml 2 a'- • To a -6'(PRELABT) mw nl Tml 22'16 a T n., I 9 ',92 691 1013 _ 4'-T TO 6 4' (PRECAST) I% 1m c 3 3 9 _ - q5 g 44 411 143 5 -V TO B -10' (MIRECABT) 40 339 616 s dl' TO v-6' (PREWSV N35 140 abB - 2 ?Q 291 j 5m 121 490 l2l 19 46 3 29 6'-Y TO - -6 (PRECAST) J6]=� 20 B _ .'129-. T 4]4 534 363 99I t0B 3 H 4E l'-T TO 9'- 4 (PRECAOT) 131a I6 ! I6 3 � I - 9 _Iw3 2619" 9]6 612 290 5D@ 5l5 9'-9'TO@'- 6'(II EIel T1 4t4 44 Ism e4L 14l 1 2M r E3 GI 7>rbl I1 3 284 AV ISO 10'-7'70 II'-4'(PRFCASD { Im4r l2 3l2 1 164] 6 I 1 -- 1 5 '60 452 154 4 b®l 0 11'-W TO 1r-O'(P,¢ECAST) 4"O _ 95m 94> 90 @ 1918 I44 402 DI 0.6 11'-1- TO 13'-4' (PRECA99 I 217 324 lie 4 D 46m l00 _�- 1189 141B 6y1: ~ Lt 4 13'-5' TO 14'-m' (PfECASL '- �4) n e - . �.1. 3 B IDOIy 205 23i Too ITO 4'-0' (PREsTRE89EJ NR 4B4 91 lob 1 2.4 Ia'-9' TO W-4' fPREOTI�S9EO1 3 B 6N - m 0 i2 666i; NR 259 B3 - IS'-5-TO IT-4'(PRESTRE55ED) IB e I Olt I NR 194 64 64t 141 192 O6 36 140 Imm9 Ll l -L41 I' 5' To 1T-4' (PREBiRE% C 66 T `e<3 4 4 9 3., .24 0T l B _ m ' 1 NR 14B 52 19'-5- TO 21'.4'(ri'ESO 56ED) SbB 655 NR 125 42 905 04d4 232 l3 5}l ld 5 l __� .moo. 546 630 21'-5' TO 12'-0' (FREBTREBSt 19l '[]3 368 513 11 342 bDE B63 411 9 '.l 999' NR 116 40 22'-I' i0 24'-0' (PRE6IF:E65c.) { Il9 -- 56 NR 91 30 Uk 24i 319 f55 646 lbl 61b .:' V IOREGAST W/2"RECESS DOOR U-LINTELS SAFE LOADS (LBS/FT) c GRAVITY OVERALL LINTEL LENGTH 6-m8 MF10-05'8 114-0® OfFs- BRF21- 6-m8 I&3m-0 (TYPE OF LINTEL) fir' n49 3355 3280 4349 5421 6493 156T 3'.6'TO 4'-4-(PRECAST) 1635 • SIN9� 369a ''516'6 `653L�" `eBLO sine ,. _ 4'-5' TO4-Y (R C467) 1 94 � 5 E _9 6B 9 92 "oT 156 y 9 21M 6639 0b c 4 9 6:093. 9C0 l lE 116 ll _ 40 - 3966 4 -TTO 5 -B' (FRECABT) 666 5 2 BIbl 6399 oAo l l _ 9911 b5 653 1600 y _ 6 { 31 4 T1E0 6 -9' TO 6 -1@' (PRaOAST) elm 34l 4 4 6b 9 02b6 4E1 Elmb OB �T 446 lbm 6' -I'TO b'-90 S'(iFta l it1- TB6 182 dIPO 14 0 J 6 50 6 l95 94 9 E893 ' 6". TO l'-b' fPRECABT) 665 I4 m 2M3 31t6 9l 3 6998 10693 466 99 IS'cE l'-T' TO 9'-D' (PRECAb) 41I 91 a68 2253 3129 4'50 g031 ,' B"PREG45T W/2"RECESS DOOR'J-_ll, LB SAFE LOADS (LES/FT) UFL IFT OVERT LINTEL LENGTH BfFb-IT 8i€w li BRF ^-r ells 1BnF22 BRr 6 ee="sa-IT (TYPE 6 LINTEU ..-2T. ONFIs -T DRT2::. OFF 6 sT eF£}O-lT 5¢..'6 B"N6 Roma S!a *48 ]36] 3m5b 3191 4445 516m 6'(FRE4ABT) Sol I6@9 221R ]930 %0T 4]l8 4943 TSB 75l 1164 4'-5- TO 4'- 4' (FlSCABT) 494 633 1013 6T3 Use n9T 2926 7854 33W Sell 4'-1'TO 5'-O'(PRECAOT) 655 1201 IT46 ]399 il2B64) ]T,3 31% 3T99 Am 401 655 5'-9' TO 5' b' (PREGA5T) 18t9 3329 3W 3611 616 7T33 !. 5 0 I50 3.¢ i[9 5'-II'T06'-8'(PREGABi) B95 10B 464 5'm hDb :1090 142 5..m 164 390 165 1 I 419'� 266 ]56T ]^.6B 6'-9' 10 T'-6' (GA6T) FR£ '5@616..-� 390 4 hhh C �. de4 165 2 ]I66',i 1 1 IB59 ]Iso has 6l4 363 l'-l' TO 9'-B' (PREC45G i90 569 - IE'R - 1596 Teti _ G 16f 370 IW 214 4^ZT0404'erg LINTEL SCHEDULE MATER L A S I. f'c S' precast lintel = 4000 psi 2, f'c prestressed lintel = 6000 psi 3. Grout per A5TM C416 fg - 3000 psi L/ maximum 316 Inch aggregate 4 S to II Inch slump 4. Concrete Masonry Units (CMU) per 467M C90 w/minimum net area compressive strength - Iwo Psi 5. Reber per ASTM A615 grade 60 6. Prestressing strand per ASTM 4416 grade 270 low relaxation 7. Mortar per ASTM C210 type M or S GENERAL NOTES I. Provide full mortar bed and head Joints. 2. Shore filled lintels as required. 3. GBtalletion of lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure For lintel deflection information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 7. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -In -place concrete may be provided in composite lintel In lieu of concrete masonry units. S. Safe load rating based On rational design analysls per ACI 316 and ACI 530 10. The exterior surface or Ilntals Installed in exterior concrete masonry walla shall have a coating of Stucco applied In accordance with A5TM C-296 or other approved coating. 11. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (latol loads should be checked For the combined loading with the following equation: 4ppl-ed va, 1.8 load . plled I zoMal load S IID Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be. obtained by the designer by providing aci pions Ireinforced concrete masonry above the lintel. flee detail at right: / SEE SAFE LATERAL LOAD TABLES FOR LOAD RATINl FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE !1' CLR TYP 1 (2) 5 REBAR 0 0 GR40 Or GR60 SAFE LOAD TABLE NOTES I. All values based On minimum 4 inch T For composite lintel heights not bhown, use safe nominal bearing. Exception: Safe Toads For unfilled load From next lower height shown. intele must be reduced by 20% If bearing length Is 6. For lintels lengths not shown, use safe load from less than 6 1/2 inches. next longest length shown 2. NR - Not Rated S. All safe loads In units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based On simply supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. It. The number In the the. arenthesis Indicates the 5. Ore 41 rebar may be substituted For two •5 rebara percept reduction lode 40 Field added In 8' lintels only rebar. Example 1 -6' lintel "type OF32-IB safe 6. The designer may evaluate concentrated loads gravity load " 6412ne) w/ 15%-keduetlom 6412 From the safe load tables by calculating the (,85) 2 5501 plf maximum restating moment and shear at d-away from face of support. TYPE DESIGN,4TION IF e FILLED UJIITH GROUT / U e UNFILLED /yy%�3lltL-� 1 �j'� 1 f BB11OTTT1OM Or _Ire EI_ CAVITY aFIG/ a 115/1T LQUANTITY OF 5 REBAR AT TOP LOtYNAL HEIGHT NOMINAL .WIDTH 5 REBAR AT TOP MIN. CU fil 1-1/2' CLEAR J � � '2M V U 2 b G.M.U. J `D z GROUT m 0 - L5 REBAR AT BOTTOM • • OF LINTEL CAVITY BOTTOM REINFORCING 1-51WACTUAL FROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH TABLE No. 11 SAFE WORKING LATERAL LOADS (ELF) B° x 8' LINTELS LINTEL SAFE LATERAL LOADS (PLF) LINTEL SAFE L6 LOADS Latim Type PLAIN D Tsui L.V' Type B' DOOR HEADER PLAIN W DOOR HEADER SOLID 1'•10' Reset FY38 3%4' 3'-B' Ratak 1112 WT 9'-6' Rant IMB 1318 4'-0' Racer 9N1 1611 4'-Or Rs:&It 044 1614 4'-2' Rawt B61 1521 Re:eel 6% p66 4''4' Recet 1N p% 4•B' Recut S% Ik3 4'-B' Pretest 600 155 Reset 666 3% 5'-B' Rxet 6N7 TIT 5'-0' Recut 519 im 6'-8' Reeser 504 964 ' Receet 634 E64 1''S' Retest 411 101 6'-6' Reuk 6q am B'-8' Preceet 3B6 664 6'r Recut 618 pn 9'-8' Renee 288 5% T'-6' Reuel Iµ 938 T.W. Prank 425 "1 Preriet 301 BR Rack 354 "S Rec4k 27 EBB. Reuet IW /S3 II'-4' Re'aet m9 670 Fr a 164 US 12'-6' FmOot 43 504 Reek IM 404 Ramat % 39l 14-e' Rekraeed NA MI 15'4' ReVe,IXl NA 302 n'-4' RaVexad NA 21B 19'-4' RaVueed NA no 10'-@' Pestre4ed NA 59 11'-4' Rutreked NA pl ]1'-4' Ru6eeed NA p0 14 1' Reueeead NA % NR. Nat lhhosmendetl LOTT S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 f. •f. tnKo ..♦ elm w ryW (Y 1' 7j' 8/8-s-m c/ro) s s/s NOMINAL WIDTH/HEIGHT OF LINTEL I- PLAIN OR SOLI➢ LINTEL 18/16-P-#U / #L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 49NERAL Ni CODES 11. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION e20114 SECTIONS R4022 4 R606 11, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 1501.2 42101. 1.5. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACT 318-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRICTURES (ASCE 1-10). 2, CGNOFMTE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.11 PRE -CAST 1/8TANDARD REINFORCEMENT-4000 1-81 2.12. PRE -CAST W/PRESTR'E58 REINFORCEMENT-il PSI 2.11 GROUT PER ASTM C416 - 3000 1-6I W/ MAX. 3/0" AGGREGATE, 8' TO II' SLUMP. 22. REINFORCING BARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (GRADE So) 222. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. PRE -STRESSED STIELAII ASTM A416 1-WIRE, STRESS RELIEVED 210 K51 2A DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 515. 2b. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PILE) 8" x 8° LINTELS LINTEL LENGTH C7EAR SPAN LINTEL TTFE LNTEL STEEL INFAI D GRAVITY CHALKY G YIITT CAPACItt (IAL cA1 GRAVITY CAPALM in]. flR Upi CAPACTY MI. FA9 URI T GAPACitt (IAL (2AJ BORA1 BAR TOP BAR 1'-m' I'-6' RECAST (11q !1)q 47µ 7809 IBm9 .1 10000 PPEDASi (})q !2)q 2415 An 3837 05 µ5 4'-0' 1'-B' A8i (11q f21q nB3 TIT 2111 3306 33% 4'-6' 3'-]' RECAST n)q (2)q L43 1Y5 2165 160E 26es d'-0' 3'-4' fiECA91 f2)q f2)q p91 2011 MIT 241 2411 5.4' 4'-@' PRECA81 (215 (1)q MI6 1651 M5l IBb IBR 5.10' 4-6 PRECAST n)5 (1)q B6@ 1413 473 1410 W09 b-4 b-6' 6-B 5.0' 61' 5 4 PRECAST. FfECABT PRECAST 1114 f2)4 @Ya (2)q n)q (2)q T40 110 bN BOSS D32 IIBa Y(83 p3] 154 DI6 IIµ 10BI 1405 13µ 12W l b 6.1 FREGA9i (114 !2)q STO 991 991 B]9 I@81. l B' 6'-4' FREL43i (114 (D •) %I 15, %9 104 M41 B 0' 6'-8' PRECA6r (114 (21q 510 Ea 901 117 904 B 4° T-0' PRECAST f114 (1)q q68 85 851 bµ 911 9-4' B'-I' FREG49l f2)•4 n)q 4w l2i 116 499 t90 I0-b' I]-0@'-B' I] 6 9'-]' II-]' PRECAST FREc•>BT PRECAST f1)'4 (115 (])5 (2)q fL3 f])3 356 492 211 6M 515 498 61B 535 4% 390 }TI O51 Bt3 661 51} p 4 11'-0' PRECAST n)5 f215 265 4BB 45B 94 d42 Id m' p'-a' PRECAST (D5 (1)5 139 63e 430 50 9% I4-8 In'-b' FRE9iRE69Ep (214 (])q. NR 4M /M 13I 4/6 IS'-4' 14'-0' PRESTRESSED (114 (2)q NR 319 3T9 210 /01 PREVTE9BED (114 (})q NA 188 28B 69 3n 10-0 IS.-ii .1. M'-B' PRE67REB9ED FRESTfESSED (1)5 n15 (1)5 (1)5 NA NR 124 ]0t ]14 101 pl 122 ]54 23l FRE67 63ED n)5 f213 NR.. 111 ITT Ml 'B 2]'-m' 10-8' PfdSTREHID 24-@' 11 8- REBIREBSED n)5 (129 NR 91 p] BL 69 TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LN7ELTiPE UNTIE. STEEL 'Es' 6R4vltt UPLFT 4RPi LENGTH SPAN CAPACItt CAP4GItt CAPALItt CAPAAtt BOITm'f TOP BAR BAR fOAL (TAU fIAL (1,5U (U6L fUSp (IAL (7)5U 6 3-b 2.1' PFECABT n)q (1Jq lbµ I@Daa 10e0® M0@a /-or 1-B' PRECAST (1)q fil 5503 IBOaID McIO I@00.% 4-0. 3-1' PRELACY 11)q f7)q 4141 10000 %4I If009 4-0 '4 4' PRECAST (1)q (})q 3t% 10000 1M3B � 9 4 4 0' PRECAST f )5 n)q 6139 1�00 5r38 10I00 5 M 4 6' PRECAST f2)5 n)q 50'16 8103 4661 91M W. 5.0' PRECAST (2)'4 n)q 6151 6162 B%l ltai 6-6 9.2' PRECAST (7!•4 (})q 6250 bFA 36d5 6-B 5.4' PRECAST (2 5616 3MI Yb' 6-Y FTECASi IV `4 2 µtl 3p 43U 26% 'EO Fi09 1'-8' 6'-4' RECAST IV% 4099 25w FTELABL f21 M-4 (2 `2 T218 Vi 3669 B'-4' T-@' PRECAST b (2) `2 U20 3I20 U20 201E 3%I 9'•4' B'$' A97 2) nu 6I0 2838 10'-6' 9'•1' ABT nJ n q 2111 Nit Nit 15 2289 II'-4' �'-0' FREOABT 2). ). I%4 Pat I RE FC40T ]) (2 3 fn9 me9E W we9 M78 tl'-b' II'-2' PRECAST 5 f])5 'bb1 1661 B2B furl p-4' P-0' PELAMT n)3 Bori 501 1p PRECAST MS 2)3 b% WB MSS 14 e' W-B p 4' PRESTRESSED 1115 ()4 (1)5 m M% 1093 in, EFT Ipl ta$' REBiRE89ED t1)4 f11q TD4 1124 53& 1059 iREEBFD _.§ n)V (2 `2 p30 p'A 4n V4 PRESTf 1 (2)5 1053 1053 334 10'-0' IB-B MSiTESSED MS (2)5 T9 9l9 p 5 }I.4' 20-0' REBIRE ()5 %2 .B2 3 S40 11 $' 10-8' PREBi]E68ED (2)5 (2 1 191 b1 5@1 1 -0 1]-M' FREBirE (Y5 B9 659 1B 415 ABLE No EAD REINFORCINGSCHEDULE & CAPACITIES SAFE WORKNG LOA(PLF)8" X 24" COMPOSITTELS LN1EL 4EAR LAaEL IYP'E LNTEL STEEL eNi GRAVItt UPLET 4R.FT LEN-IH SPAN LAPALImr CAPACITY CAPACITY CAPACITY action BAR raP BAR (mAL nrw nAL rinM n)SLnu nP5L (2A!N1 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 28" COMPOSITE LINTELS LINTEL LEGTH LLE4R SPAN LINTEL TYPE LINTEL STEEL GRAVIY LAPAAtt (0AL (ICU GRAVTY CAPACITY FUEL (IM UPLIFT CAPA FY lI)EL /IF.81 UPLIFT cA Admr tint. (2)5Il BOTTOM BAR TOP BAR PRISOAST (2)3 Mesa, am 10002, CABi (1)q n)q 1916 am ISVO 10000, FEccDA9T (2)q (])q 60V ImmOm 10000 4-0 5.10' 'I'll 34' 4.0' 4-b' 5.0' FREGAST PfECABT FR502aT F5£C46T )q (1)9 nJ 9I (v V'. (2)n (7)n 711 (2) `2 EV3 SOT VIVO 69@,0a ILO+@a WOOD 8365 % 10000 10000 10mm0 REDAST n)4 (1)q TOOT➢ 000o, 53M N?200 FIECAET TV% (-2) 9630 coca .Sm1 IOE@0 i$' B-0' 9-4' 10-6' II d' 6-4' 6-B' 8-I' 9-] m-0 RECAST PFECASt PfdCABT AST PRECAST CAST PRECAST (2)4 M4 (})4 (2)4 (2)4 (2)4 (2)5 (Dq (11q (1)q f2)q (yq nlq (1)5 14IB 1B54 64m 5064 g561 3516 31'� 1 1 6933 506b 3844 3]90 381E 3661 9318 303T }3% IB01 521 16% 1316 6661 6091 4t45 3663 D-0' 10 B CAST TV 'S 1%B ]93B pad ]133 p-6' II ]' CAST TVs 4)5 ]ta tM pn }699 13.4 1 @ RECAST M'S f])5 ]4N 1416 7049 1W8 14.0' p-B RECAST Ms M's 2216 21M 93l El 14-a I D 4 PE9RESSED (2)•4 - Mil R6 431 15. ' 14-0' FTE51TE95ED 0)4 f1)q Tour 26M 663 pp nr 4-0 i i FRESIRE9BED (1Y4 (2) 11 201.3 1013 SM IOl1 19 6' 0.0 PRE9'1RE (115 (2)-3 Sol M0l dp BM 10.0' IB-B' PfE61REB5ED fWS (2)5 1496 3B5 TO 214 PO-0' PEBTRE93ED n)5 (2" 390 66 ]]-0' 10.0' RES1REbSED /215 1 (V5 1 1222 1 I} 2 3n 14 0' }2 B PRESIRESBFD (2)5 '. (1J9 I"., 014 166 5]r TABLE NO 7 REINFORCING SCHEDULE Sr LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 6" UNTELS LEN3hl v'pPk`' LNTEL TYPE LNTEL STEEL FLAN CfIAYRY G ocltt GRAv11Y LAPACT (VI (M GRsArr .CAPACITY ti/N.(U51 URIF1 CAPALT IIALnnJ Ifl.iFT D IJI (VYnM BO,iA1 BAR TOP aN9 31mba PREGA51' (1 W 7.5 1480 ]4B0 40' 2-e' RECAST )q (2)1 d - 4A M63 M63 4-6 3-}' PRECAST 1)q 1 - M151 at M M4-0. 3.4 PRECAST f2 !1)q01, 1 MN M B96 PRECAST ni has 93b 930 114 M 5-m' 4-6 F1EG40T TV 5 (2) sit MISS See 9% 966 b 4 -0' PfEG48T (})q tSi 141 141 T5 B51 476 1n 19 730 Bra b B 5 4' RECA6r 2 (2 1E9 6% 693 bEa lee n 4 M I 361 586 5% SEE 66T T B 6-4 RECAST •4 (oq 38 566 66B 419 641 B-a 6-V P7ECAST () (2)V 83 536 536 451! 608 8i' t-0' P(ECAST TIT f1)q 334 Sort 507 A 516 (2)q 2% 435 435 316 431, 10 $' 9-2' PIECAS (Vo 745 31 'U M I'-4' m'-0' PRECAST f) 019 }IB MIA 3/5 $µ Ig 336 n13 251 AIR M 5@ 3tl ]µ bl 138- p'•/' p'-e' Rif ta'- pRE T (D91. tb MO 1 6�1 TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (ELF) 8" X 6" RECESS DOOR HEADER LINTEL. ENGTH CLEAR SPAN LINTEL III LINTEL STEEL IKILLEa AAAFY CAPACITY GRAVITY CAPACItt lim (0AI GRpvIR CAPACT- (IPA (TAU UPLIF, CAPAfJTT (IAL fl/AI IFiF, CAP4GTY (IAL f]J6U BOTTOM BAR TOP BAR 3- q IM' 'W25 Id& M63 D20 It tM9 4-d' 3-0' PfELA9i n)q (1)q 963 IV 030 I E96 I-B 3-N PIC{A9T (2)q (Uq 1081 ISN Bel 096 5 •B' 4-/' T (1)3 558 Bµ ed6 ICd3 Mp b-B Sf' Si n)•4 AB b°J 693 609 150 1-0' B-S 9-e' 6-4' l-6' 8'-/' CA9i CAST RECAST n14 n)4 -n)4 SSA 3M M15 56B 4E'ID 568 I80 {5 499 31D 7V 6I1 5µ rt, 3. MASONRY: DESIGN AND CONSTRICTION SHALL O. NII TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05, 32. MINIMUM MASONRY UNIT STRENGTH: FM 1500 P51, 33. MORTAR SHALL BE TYPE S. 4 STRU=II 4.t. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CBDE RESIDENTIAL, 6TH EDITION (2017), SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TI4 EDITION (2011 SECTION 2104.1,5 _N ,,��33 11) #5 CONTINUOUS 'I6 / � e'X76' KNOCKOUT BLOCK TOP BARS: :�•t SEE SCHEDULE I (1) #5 CONTINUOUS 7 /,32' STIRRUPS AT 4'-0' kx ,yn (hED OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST fg A-(1) #8 CONTINUOUS X-8'X18' KNOCKOUT BLOCK TOP BARS: SCHEDULE T-la )#5CONTINUOUS ' STIRRUPSAT4'-0' cc OR WELDED) '(2) STRANDS 7/16'-- 7 WIRE STRESS RELIEVED 270ks1 PRESTRESSED CABLE 8/16-S-(i) #5/(1) #5 PRESTRESSED 3a6" 1� ' TABLE No. 10 REINFORCINU SCHEDULE & LOAD CAPACITIES 1' SAFE WORKING LOADS (FILE) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR ', Tn°E LML STEEL GR4VItt GRAVItt UPLPT UPLFT iH SPAN i.. FOAL (IAu cAPALItt lIAL (TAU CAPACItt (L9L am DAPACITY lIAL (2AJ TOP"caPAclrr 4-a' 2-B PRECd6f (1)q evv 3651 d-7 1-M (2)1 (1)q 33I6 9}66 1440 6143 100aa (DI (1)q 9 P6ri3 bp9 9566 (2)q (1)q 155 6131 6 T716 5 - ' 4.4 (219 3514 30M 3211 1045 W 2l% 1r38 ]NA 28% 1-0' 4' n)N 1 q 1108 2tle INµ }35 SNIP.. SNIP 1-4 n)4 ])q w09 n1@ p41 I195 4b' B'-d' PREGN fll4 Dq 15w 1436 914 1505 I 313: 33- -IN �•46a, •4• J.+ .e •F4: Inlet tlirm =• • " t 3R' 3a' A R C H I T E C T S 4Desi n Grou L L C 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nNmui �m000..o, (QE V A'• W E O C L SLIBDIV. & LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833- 01 PROJECT#: R5025.057/00002 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA N?R i I I)AYE:i 4/16/19 SqfAT :-1/4"=1'-0" monammommov EWE® FOR CODE COMPLIANCE ST. LUCIE CoLmly 130CC i SQ.FT. CALC.'S 1ST FLR. LIVING GARAGE 1,633 411 SQ. FT. SQ. FT. TOTAL LIVING ENTRY PATIO 2,244 22 21 SQ. FT. 60. FT. 80. FT. TOTAL 2,251 SQ. FT. CUBIC VOLUME LIVING 15,c341 SQ. FT. AND CLADDN0 WIND LOAM BASK: WIND EXPOSURE FOR 3 SECOND GLUM CALL • SWAM W'/DR WN.)DR SIm ZONE %o L42H WM FOOTAGE DESKMTM WIDTH HEIW 1 22 3068 DR 40' 80' 4 21.9 / -30.4 2 34 35-SH 53, (03, 4 31.65 / -41.11 3 112 16 -0� -0' IV 84' 5 25.91 / -313S 4 11 25-SH 38' (03, 4 2S/0 / -3220 EGRESS 5 11 25-SH 38' (03, 4 29,65 / -3881 EGRESS/TEMP. 6 54 80b8 SGD 98, 80' 4 2132 / -29.88 1 33 (2) 25-5H 15 1/5' 63 1/4' 5 280 / -36,18 EGRESS 8 34 35-SH 53, (03, 5 31.65 / -41.11 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPN (3 SECOND GUST) VULT=160 / VASD=124 MIFP B. INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS : CLADDING PRESSURE ARE BASED ON THE Vult DESIGN UIIND SPEED. FBCR, roTH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2x4 U • 16, OG. CABINET SECTION 20 N 2'-4" 3'-0° 3'-1" OEGRESS TEMP TUB/ SHWR I� I BEDROOM 2 10'-T' x II'-2' 8'-8' GLG. - a BATH 1 8'-8' CLG _ S b t •� in ,�,• u R/T b G - 10'-3° 1 2'-II" 2'-5" AI O K.- - 'Lu m BEDROOM 3 10aye' a, -a, I—T-1 •LLARD a� 22X36 r — — —1 ATTIC I - J m ACCESS-- - t 10' -10" o; LAUN 18'-8' CLG, M.T. PAD OUT WALL . 12' AFF. ,2'-4' I/ 6I_Sll 2—CAR GARAGE IS'-2' x 20'-0' 8'-8' CLG. 9'PATIO O -0'x3'-0' 6 SHOWER HEAD ® (o'-8' APP. a) GREAT ROOM 16'-6'xl4'-6' I1'-3" 13' -S" 14'-io" I 1'-3" B O (2) 25-SH 1 EGRESS OWNER'S SUITE @'-6' x ' 16'•6' � 8'-8 cLG. 3" �1 4'-0" 2'-4" 1'-0" 0 C ry --—3x�_ — R/T T — F\_— — ,1 e jj Q DUI. 61w= m III �m t — r S 2'-10" - all _ IR-1SH 4'_2 r r > ' HIGH It 1 KNEEWALL _eIcCLG. I O.SUITE W/CAP I 7 — I I BATH --Jj VTrVrT4UlV CE < Y I e' a' cLG I SHOWER HEAD ® 6 -8 AFF. tim 4 HEADER L--_--- m IR-ISH 10'-10" I 4'-4" 1 1 0 6 -m 11_01, I I I FOYER _ I a, III III DINING ROOM all 8'-8, CLG. �, ill W 10'-b'x11'-9' III III .-� PANEL PAD -out 8 -8 cLG I I I I I O I II DEN DEN III 12'-2'x12'-I' R/Ti I II C 8'-8' CIA .t. — TRUCK BLOCK — — � . GARAGE WALL ENTRY O �q 8'-e' cLG. m� � 35-SH � 35-SH Og 16'-0' X 1'-0' OHGO -------- --------- v 16'-0' 2'-3' 4'-6 4'-(o 2'-0" 4'-8" 2 -0" 0 FLOOR PLAN SCALE: 1/4 a 1'-0' ELEVATION 'A' 5'-II" N m m m f=.iil E@ A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 00 �nnmui �000..00, E T SUBDIV. & LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT#: R5025.057/00002 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 313M=:� 4/16/19 SALE: '1/4"=1'-0'° SHEET 4 OF 8 ®E c® ®v� CS 1 0000 ATTIC VENT CALCS AREA OF ATTIC 1833 SQ.FI. NET FREE VENTILATION AREA REQUIRED 1/300) 6.11 SQ.FT. REQUIRED VENTILATION AREA 8.11 x 144) 879.8 SQ.IN. MIN. REQUIRED VENTLATION IN UPPER PORTION OF ATTIC (0.5 x 879,8) 9 OFF RIDGE VENTILATION AREA 115 SQ.81/VM SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED &83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTH ATION IN TOP OF ROOF 440 SUN. REQUIRED LF OF SOFFIT VENTILATION 38 I.F PROVIDED LF OF SOFFIT VENTILATION 72 IF 1 �� • ' ICIN IIC II—CCII IIICCCIII TEXTURED •UI - - IIICCCIII IIwCII I0I CIII CI• I _ II II_CICIIC—CIICCCIII (TYR) 12 5 TEXTURED CEMENTIOUS COATING PER (ASTM 0926) (TYR) 61'i i FirrP11111! - I I�■■�I Imo! hI hI hI h! h! IMI 1 lim_� • r- SCORE[) WIDE WX1 I: , 'f ELEVATION 0 �y8'-S" BRCS. HC3T. I'-0° ----------_ Y TEXTURED CEMENTIOUS COATING PER (ASTM CS26)(TYR) I II ------ — - — - — - — - — - — - — - — - oO -0 FIN. FLR REAR ELEVATION SCALE: 1/4' = I'-0' ELEVATION 'A' 6 „ OFF -RIDGE VENT OFF-RIDGE� 12 �6-8" BRGs. HG=T. /o'-&' HDR. k4GT. 1 BAND. DTL.--------_---- - - - - — - - - - - - - - - - - - - — - - - - - TEXTURED CEMENTIOUS COATING% PER (ASTM Mo) (TYR) D 0'-O' FIN. FLR.---------------------------------- ---- -�� -0° FIN. FLR. Y RIGHT ELEVATION SCALE: 1/4' a 1'-0' ELEVATION 'A' 8-a, BRC-4. H4GT.h i �j %'-8" HDR HGT.OL ----—- — - — - —- 12 5 OFF -RIDGE VENT - — - —_-o8'-8" BRCS. HGxT. - — - — - — - — - — - — - — - — - — - — - — - — -- —06'-0" HDR. HGT. TEXTURED CEMENTIOUS COATING PER (ASTM C926)(TYR) -) 0'-0" FIN. FLR --------------------------------- - — - oo'-0" FIN. FLR. LEFT ELEVATION SCALE: 1/4' I'-0' ELEVATION 'A" A R C H I T E C T S Design Gro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA-407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIN � emmom0000� E 8 E 00 cc I c I SVHDIV. 8e LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT*: R5025.057/00002 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4/16/19 1/4"=1'-0" OF Cooe co CAE GDUN� ST V. 1.d1 oocc CONNECTOR SCHEDULE CONTROL DATE 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 141 WA 16-M 1400 (1) ledx 1 Id' HPLY, (6) Rod 2-PLY, CUSP: (10) led X I IR' - NO 16d OPTION) (2) META -lb 19% (2) HTA 16-18 2800 (10J 10d x 112' I -PLY, (U8R <lo)10d xl IR7 1900 (14) 16d 2-PLY CLOP: NO Ibd OPTION) HETA-16 181al HTA 16 1615 (9) ed! x I IO' 11 (0) Ad 2-PLY USP: (10) Ted x I In" NO 16d OPTION HETA-20 IB0 HTA 20 1615 (9) Ted x 1 In' I -PLY, (5) lid 2-PLY USP: CO) led x I IA', NO 16d OPTION �- �. z (2) HETA-20 2035 (2)HTA-20 3110 (lal) led x I IO' I -PLY USP: (10) 0d x 1 ID' ?Salo (I2)Ibd ?•PLT (USP: NO Ibd OPTION) 0 LGT-II 2190 L1UGT-2 ISIS (1) - 1/4' x 2 11 TITEN. 2 PLY (USP: BLK (511/4' WE. WOOD (IC) led (n DETAL-20 2480 NO UW CONVERSION FOR SIMPSON OETAII (le). ed x 1 IR, I PLT MGT • 32" M1G1 400,0 ((1)5/8' ATR. IN HIGH STRENGTH EPDXI' (MIN. 12' EMBED), (22) led TO WOOD NW: (26) and TO WOOD) HGT-2 eSS& NXaT•2 9363 (2) 3/4' ATR M HIGH STRENGTH EPDXT (MIN. tl' EMBED), (I6) Ipd TO WOCO (UW: WOOD (S) led) II • lobSo HUGT•3 B365 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMSED),06) 10d TO WOOD (USP: WOOD (8) 10d) 1-073-BD92S 3205 LUGT-3 8330 (12) BDB 142' TO GIRDER !443/8' x 5' TITEN HD TO WALL lUW, CONC. (4) 3/e' X B' LEDGE BOLT. YJOOD (0) W825) LTA? 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) led x I-IR' (USP: (10) led x 1 1/2' VGT 4540 NO USP CONVER5ION FOR SIMPSON VGT (1) 5/8' ATR N HIGH STRENGTH EPDXY (MR 12- EMBED). (ITo TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) vGV (2) 9/e' A.T.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SD8 I/4^X3' 12 PLY MTS-12 local MITU) 12 1595 CIA) Ted x I IR• (USP: (14) 10d x I IR', (14) led) HTS-16 00 HTU 16 1660 (Ii) 106 x I IO' (USP: (161 led x 11/2', (16)10d) HT8-20 14" HITW 20 2045 (24) led x l In' (USP: (24) 10d x I IR', (20) Wd!) HTS-24 1450 HIM 24 2045 (24) led x i In' (USP: (24) led! x I IR', (20) 10d) LSTA-12 •. wb LSTA 12 910 (10) led USP: (10) lod LSTA-18 •. 1235 LETA IS IS" CIA) led USP.- (14) and MSTA-10 « 1315 META-18 1315 (14) led USP, (14) IOd N MOTA-24 •• 1640 META-24 M90 (18) Ill USP: CIS) U3d a- MSTA-3o .. 2ob0 META-30 2140 (22) 1" UW: (22) led META-36 . 2060 MBTA-36 2625 (26) led UW, (26)106 H I.18TI-36 38" KSTI 236 3059 (38) led x 1 A. UW: (36) 10d x I l/' M871-48 5069 KTSI 248 4250 (48) led x I N' UW: (48) led x I I!1• H6 we LFTA 6 1595 (a) 8d TO PLATE$, (6) 8d TO STUDS (UW: now x 11R•, a6) ad) W4 888 SIFT 4 945 (6) Od x I IA' TO STUDS USP. (6) led x I IR' TO STUDS A34 395 MP 34 410 (4/ ed x I II all CA) 8d x I 14'TO POST. USP: (4) 8d x I Id' TO BEAM, (4) Scl z I VP TO POST. HCP2 645 HHCP 2 1010 (12) led x I II USFN (10) N2d X 1 In' TO TR$S, (10)10d X I In' TO PLATE ww 1340 RT I&A 21SO (18) led x I II USP: (9) led x I N' TO TRUSS, CIO Ted X I In' TO PLATE VGT 4 NOU4 4965 PHD 4A 4535 (16)-808 V4'x3' TO WOOD, (I0}805 V4SO 112- W/ THREADED ROD, (2) N TS(UTASHERn PLY W: U5(8' ATRN TN M' EMBED SET HIGH STRENGTH EPDXY, CIO) WSW WOOD SCREWS VGT A WPIB 4S*D TDX 10 5110 (161•BDS 1/4'x3' TO WOOD, (3)•3/4' STUD BOLTS W/ THREADED ROD, (2) NUT6/WASHERnPLT USP: 1/5' ATR MN l' EMBED SET N HIGH STRENGTH EPDXY (4)1/8' THRU-BOLTS AM 44 22W "AS PAU 44 2535 679 (I) O/8- ATR N HIGH STRENGTH EPDXY, fMN T' EMBWJ IN CONC., (12) 16d TO WOOD US , SAME AS SMP92J AM 66 23" 12000 PAU 66 2535 13815 (1) b1V ATR N HIGH STRENGTH EPDXY, MIN. l' EMBED) M CONG„ (12)16d TO WOOD USP; SAME AS SIMPSON N LTTM 444 B40 LTS 19 1205 (1) 3/4' ATR N 1 11133N STRENGTH EPDXY. (MN 1' EMBED) M GONG„ (Il TO WOOD U6P; SAME AS BIMPbCN O LTT20B «. 150e LT9 20B it"_ fU V2' ATR INHkiH STRENGTH EPDXT, (MIN,l' EMBED) INCONC„ (10)10d TO WOOD USP: 3/4' ATM MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 100, (I0) led x I Al', 2.14' U Z HTT4 4495 HTT45 4465 _ U$ 5/0' ATR N NAL OPTIONS, EPDXY <(20) T' E. HW'. (2C)16d (19) 8D'1al X 110' (USP, (20116d X 2-VJ'/ USP HA0 MORE NAIL OPTIONS; (2010d, f2G) WU x 1-V]', f]e) Ibd x 2 IR' Q H775 sow HTT45 5430 (I) 6/e• ATR M 141 H STRENGTH EPDXT MIN. l' EMBED) IN CCNC., (26) 16d X 2 1 (USP: (20) ad X 2-11 USP HAS MORE NAIL OPTIONS: (28) 1 (28)10e1 x I-U2', (20) Ibd x 2 1 HHDQII-5D9 23• 11.610 UPHO II C20-30 (U 1' ATA N HIGH STRENYTH EPDXY, (MN le' EtABDJ M CONC., (2A) BOB Yl' x 24- WddC SCREWS (USP. (2u LL133 WOOD Sc:EILS) _io7a 6645 TDX 10 5110 (U VB AB. N HIW STRENGTH EPDXY, (MN 1' EMBED) N CONC. (3) 3f4' STUD BOLT5'G '✓NOD (IUSP: (-' - 5' BOLT5) (n MBHA 396AI25 3419 0930 NFM35XI2U 9165 lie SMPSQ(: (U 3f4- ATA M HIGH STRENGTH EPOM, !MN b.18' EI-BEDFBiT) M C TCP, (I) 3/4' FACE, E OF TO BEAM ATR M n' I STRENGTH EPDXY, (MM, ED. NOT LESS T) IN 4- FROMDIA IV USP, (U ARI )•BOLT UV MINIMUM S EMBED. N NOT LESS THAN 4' FROM EDGE OF DEPTH IN W/ 3/4'INSTALLED TH R4l Oed RlDFlAD DYNA BOLT OLEEVE ANCHOR OR EO W/ MN 5' EMBED pEPTH INSTALLED M THE FACE Ld C9 VA18G412 (WDOD) 3639 26" (FUR) HU54121F SOSO 25W (FLR) - 5225 (ROOF, (10) lid TO HEADER (lal) Ibd TO WOOD UW; SAME AS 81MPSON 3265 (ROOF) z V410410 (CMU) Iola B08E OF ISM 3115 (0)11 x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (0) led TO LLOOD: (USP, (16) -.3' W53 SCREUB, CIO) led TO WOOD. = HU0210.2 (GNU) IN0 5088 HD21al-2ff 1905 3113 (IS) I/4' x 2-3/4' THEN (9 PER FLANGE/ TO CMU, (10) led TO WOOD: (USP; (I5) /4' x 3- W93 SCREWS, (10) 10d TO WOOD H)C210-3 (CMU/ 1810 4000 HD210-51F I9o5 3M5 (IB) 1/4' x 2-3/4' THEN (9 PER FLANGE) TO CMU, (10) Ted TO WOOD: CUSP: (10) V4' x 3' U.B3 SCREWS, (10) led TO WOOD LGUM26-2-SDS 1430 559B NO USP CONVERSON FOR SIM"ON LGUM26-2-5-�S (4) 3/6' x 4' TITEN NO ANCHORS (2 PER FLANGEi 70 CMU, (4)1/4' X 2 1/2'', BIDS 6CREWa TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO S1.l FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN T' DEEP, THE VERTICAL CELL IN C.MIJ. WALL MUST M FILLED SOLID •J GROUT. - Val COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 IR' NAILS IN CONJUNCTION WITH A 23% REDUCTION N THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. N ••• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE Il MINIMJM EMBEDMENT INTO THE FOUNDATION WILL BE lr L F- A.T.R • 4-301 ALL THREAD ROD (SIZE PROTECTION TYPE, LENGTR, ETc. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS. T-E CCN7R' �-OR -65T BE RE6PONSI15LE FOR MAKING SURE THAT THE PROPER CORROSION PRO'ECTION 15 U6ED, WHEN USING STAINLESS STEEL CONNECTORS, USE 57AINLE55 STEEL FASTENERS. WHEN USING ZMAX / HE-G GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MU5T HAvE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF REGCRD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'GOOD CO 67RUC7ION CONNECTORS C-2013• 'HIGH WINP-RESISTANT CONSTRUCTION C-HIL89, AND ANCHORING . FASTENING 51"STEM6 FOR CONI f C-ASONRY CATAHLQG C-SAS-2017. 2 X 12 (•2 SYP) 1A(6' OSB (TYP.) NAIL. (3) 12d • (W-8' O-C. TYP 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO S'-0' UxO. 4'-II 1/2' -'-II I2' AND UP NUMEIER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 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 .A - JS J6 J4 J2 010 (2) HETA-20 � � %Q DIAGONALS FOR BOTTOM CHORD BRACING a 20'-0' O-G- MAX (TYP ) DIAGONALS FOR BOTTOM CHORD BRACING a 20'-0' O.G. MAX (TYP ) ®®Y Fih. "AMING PLAN V SCALE: 1/4 = I'-0' ELEVATION 'A' (2) HETA-20 (2) HETA-20 000 J2 J4 JS J4 A R C R I T E C T S Design Grc Up LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 unm SVBDIV. & LOT: OAKLAND LAKE (LOT 57) MO DEL: 1833 F1833-01 PROJECT#: R5025.057/00002 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT] STATE OF FLORIDA APR A 1 D E: 4/16/19 S ALE:1/4"=1'-0" SHEET 6 OF 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED DUPLEX RECEPTACLE BOTTOM HALF SWITCHED 110V GFI DUPLEX EG APPED W/ GROU4D FAULT NTERUPTER (TAMPER RESISTANT 3FI RECEPTACLE 1Ym) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ CAWND FAULT �p LUP RECEPTACLE INTERUPI R (WEATHER PROOF) SWITCH 3-WAY SWITCH $4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT y-( LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED y LIGHT FIXTURE- HANGING y LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS LIGHT FIXTURE- V.P. VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET _ LOW VOLTAGE PANEL PANEL EWE METER SD SMOKE BATT. BACK-Lr W/ HARDWIRE DETECTOR INTERCONIECTED ® CARBON MONOXIDE BATT. BAOc-UP W/ 1ARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX SUPPORTED IN ACCORDANCE W/ Box MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK/ CAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46,745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 49 40%= 36,745 VA x (.4) 14,698 TOTAL NET GENERAL LOAD 24,698 4—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,898 NET TOTAL HEATI 10,450 TOTAL LOADI 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE BEDROOM 2 + tF:Q zI M A/G `+ BEDROOM 3 -I -- LAUN I T ,O JD ii u�k_ • LIGHT I r IN ATTIC , GFI SPRINKLER a GNNT fy (y (L / i — i GFI CLG. �i OUTLET L—J 2-CAR GARAGE + +I - I COACH — COACH LIGHT—�------�-- LIGHT TRANSFOIE'MR SAW. 80kVA VOLTAGE, T620/13200-240/460V SERVICE, SINGLE F44ASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY 61DE! (120,240 VOLTS) MAXIMUM FAULT CURRENT, IWW amps OP�ERODMRANY TRANSFORMER SERVICE BY OTHERS (3) • 1 TwwmwN COPPER CONDUCTORS, lU • 6 TN44nF N COPPER GROUND IN 2" CONDUIT. NEMA SR 200 AMP O C42150 M � METER VOLT 42 cllaculT6 CAN N1LD 200 AMP. PHONE / DATA PR OF�00 r 200 AMP ELECTRICAL RISER NOTE, ELECTRICAL MATERIAL6 AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND TFE LOCAL PMER CO. OWNER'S SUITE GREAT ROOM N / / I+ CHIMES CFI— SA 6F 1 � �GFI I ��DW� I @ SINK " KITCHEN + GFI I 0 / II �� II +i DINING ROOM II FOYER ELECTRICAL PLAN SCALE: 114 = V-0' ELEVATION 'A' r� II O.SUITE BATH / (AMA) I \ I -1 INTERSYSTEM BONDING TERMINAL AT LCW VOLTAGE CONNECTIONS PROVIDE V THHWI" COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL .No COLD WATER PIPE. NaMc IF PVC 18 USED THERE IS NO BONDA3RO JND TO COLD WATER PIPE CABLE / TV WEATHER PROOF BOX A R C H I T E C T S Design Gro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 �IflIIINII SVHDIV. & LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833- 01 PROJECT#: R5025.057/00002 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA Zj� j D E: 4/16/1 S AT :1/4"=1'-O" 7 OF 8 Building Permit If Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # to Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-7S DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 %" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP JPly Gem Series 4701 Flange FL 14434.1 non -impact # 10 Wood Screw with sufficient length to achieve 1.1/4" embedment. Required anchors: Head (3), Jamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1.1/4" embedment. Required anchors: Head/Sill (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 3'0"x8'0" FL 5891.5 N/A ITW Tapcon X", Min Embedment 1-1/4", Min Clearance to edge 20, Min Clearance to adjacent anchor 4'; OR ELCO Tapcon 1/4, Min Embedment 1-1/4", Min Clearance to edge 1', Min Clearance to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1/4" X 1 1/4" min embedded Tapcon. Max spacing of 71/2" and 1" 00 steel washer required. Hurricane Protection N/A +40/40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcons or 1/4" X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System FL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: seal Design Prof: Architect Cert. No. AR0012079 Date: A R C H IT E C T S Design Gro u LLC LONGWOOD, FL 32750 ✓ PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 80 co W E 00 L I` ICU SUBDIV. 8c L OAKLANDOT: LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT#: R5025.057/00002 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ') ARCHITECT: STATE OF FLORIDA DAk] : 4/16/19 SC, LE:1/4"=1'-0" REVIEWED FOR DE 00tq AN CE COC, „ � ov- COON 5000 (UREBAR VERTICALLY W/ CONC. 'S REBAR VERTICALLY POURED W/ CONC. POURED CELL POURED CELL (26• MIN LAP) (25' MIN LAP) R-4.1 M&JL. MM. _ TEXTURED CEhENTIOUS COATING z w PER (ASTM CWb) (TYPI z IL w S' CFu LQ �0 S'CMU J L� H L `112, GYP. ILL. BD. C° WOOD BASE a3 0 CURS HEIGHT VARIES r Z CONC, REIHP. W/ 6'xb'.F7, IA UMIP OR PIBE"SH ON - a POLY ETHYLENE VAPOR `� a 3 V!' CONC„ REINF. UV b'xi'IER ON WELL -COMPACTED — WAxWIA UIIF OR FIBEp1E8H ON 6-MIL POLY ETHYLEI�N TERMITE TREATED FILL VAPOR BARRIER ON K z W WELL -COMPACTED CLEAN S 4' 4' 4' TERMITE TREATED FILL R ON CHAIRS in U (2) 9 REBAR ON CHAIN 0 1-STORY FOOTING BLOCK WALL 1-STORY FOOTING T�_ AT GARAGE WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS GARAGE DOOR 3 VY CONC, REW IIY 6'rb' Z WAtlUA WIF OR Pftle H ON L 6-MIL POLY ETI01JM VAPOR "a w C SAPRE¢O IIELL-COMPACTED— Q r CLEAN TEItM TREATED FILL7/77 > I— 3 1/2' CONC, REINF. W/ 6'xb' c — —_ WIA tUlA UAI.F OR FISESIME8H ON 54-4-4- 3 I/!' CONC., REMF. Ul/ 6'xb' PAVER 6-MIL POLY ETHYLENE VAPOR UAAxWIA UWF OR FISERMESH ON BASE BARRIER ON WELL -COMPACTED 6-MIL POLY ETHYLENE VAPOR 15 REBAR ON e' I'-0' CLEAN TERMITE TREATED FILLCHAIRS POOTMG BARRIER ON WELL -COMPACTED BEYOND CLEAN TERMITE TREATED FILL EXTEND FOOTING (1)9 REBAR ON CHAIRS 6' RECESS FOR PAVERS GARAGE STEP-UP UNDER PAVERS NON -BEARING (2) 9 REBAR ON CHAIRS �- 8 GARAGE DOOR FOOTING SCALE, 10'4-0 PAVER RECESS ® ENTRY DOOR 8' VARIES 8' SEE MANUF. PRODUCT DETAILS FOR REQUIRED SIZE AND DEPTI 3 3 OF RECESS FOR SGD. TRACK iz w VARIES .a a a N FINISH FLOOR (0 9 RESAR SET IN SIMPSON NIGH a w >a 6T'RENGTN EPDXY 6' EMBED. MIN7,7 //> a(2) 9 REBAR I -STORY 9(3)9 REBAR • 2-STORY a . °OUTSIDE REBAR TO BE GONTINUgJB aa.3 VYCCNG„ OR FI W/ I-ESH ON °B ERONLLH -ENE VAAPORgD CLEAN TERMITE TREATED FILL OWER RECESS FOOTER SLAB AT S. G. D. TYP. RETROFIT FOR 10 SCALE, NI' 11 SCALE�Nl'-O' A OMITTED R-DOWELS B REBAR�L�AP AT FOOTING TE VERTICAL REBAR TO HORIZATIONAL MBAR W/ 10' NOOK CdROUTED BOND BEAM a VARIES PER ELEV. $ a C as k CLEANOUT REQUIRED FOR INSPECTIGN 7 IT z F < n I .11 0'-01 FIN. K.R. (1) 9 VERT. DOWEL .. LAPPED W/ SOND BEAM f TIE VERTICAL TESAR (0 9 REBAR AT CORNERS - ^ - . _ TO HORIZATIONAL W/ 2b' LAP MIN. _ REMAR W/ 10' HOOK �n 3 TYP. REBAR LAP HORIZONTAL/ VERTICAL (P�AT LINTELS CORNERS 1)-EQTFORCING A R C H IT E C T S Design Grou ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 �nunmi SUBDIV. ac LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833- 01 PROJECT#: R5025.057/00002 PAGE: FOUNDATION DETAILS 160 MPH EXP. C pr ARCHITECT: STATE OF FLORIDA NPR' 1V 4/16/19 1/4" V-0" I 1m� vVED f:os CODE COMPLIASCE S� LUCRE C®LINTY EOCC i SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: OVER 030 FELT PAPER (OR APPROVED EQUAL) X-BRACING REQUIREMENTS LlSHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION R905 Of THE FBCR, -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB, GABLE ROOF TRUSS a DO NOT EXCEED �' ❑ DO NOT EXCEED 6TH EDITION (2011) 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES ' DRYWALL WINDOW/DOOR JAMB AT FIRST l2) BAYS ❑' DRYWALL METHOD PER 'NAILING SCHEDULE' (4'-O' O.C. 9 SHEATHING SEAMS) P.T. Ix4 or 'x4' MIN, lx4 or Ix2 P.T. NAILER P.T. Ix4 or 'x4' MIN. BLOCKING FASTENER (SEE WINDOW/DOOR JAMB BLOCKNCs (SEE WINDOW/DOOR JAMB BLOCKNG Ix or Ix2 P.T. NAILER FASTENER SCHEDULE FOR ATTACHMENT METAL DRIP EDG DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS DOOR CASING 4 SCHEDULE VENTED ALUMINUM SOFFIt DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OVER 4 -10 HIGH OOR JAMB / WINDOW TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (PER ASTM CB26) OVER PAPERBACK (AS PER TRUSS ENGINEERING) PER MFR'5 SPECIFICATIONS EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING P.T. Ix4 or i'x4' MIN: cm EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/Y�' x B' PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ 2-LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (1) a' TAPCON (MIN. EMBEDMENT 1 4') 3 5 8' FROM EACH END and m 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT SIMP50N or USP HIGH STRENGTH EPDXY (6' MIN. EMBEDMENT g 32' O.C. MAX) WINDOW TO BLOCK (+ or + ) WINDOW TO BLOCK (+3 ) METHOD PER 'NAILING SCHEDULE' DOOR JAMB TO BLOCK (+ 4" or +%") DOOR JAMB TO BLOCK (+3") or (1) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE w/ 12d NAILS s S' O.C. MAX 4A SCALE: r.r-m' 4E scALE: r=r-°' 9 18' MINMAX SIZE .145 7B ONT. 2x4 RAT -RUN ATTACHED TO EACHMINHEAD SIZE 00 MIN. EMBEDMENT TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED s MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM TO PLUMB JAMB. CEO CB26) OVER C ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. SECURE TO BLOCK w/ (1) a' TAPCON (R-VALUE PER ENERGY CALCS) ❑ DO N07 EXCEED ❑ DO NOT EXCEED ' (MIN. EMBEDMENT 1 J") 8' FROM EACH 'GYPSUM BOARD OR J' HIGH STRENGTH 8' CMU BLOCK 8' CMU BLOCK END and o 18' O.C. MAX CEILING BOARD DRYWALL }' DRYWALLor BLOCK WALL SECTION — GABLE ROOF ONC. FILLED U-BLOCK w/ (1) 15 P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and 1 (SEE wNDOW/DOOR JAMB ESLOCKNG Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 IS' O.C. MAX SNGLE STORY SCALE: 3/4'•I'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WNDOW/DOOR JAMS BLOCKING (4' WIDE CASING FASTENER SCHEDULE FOR ATTACHMENT � 05B (4 WIDE MIN.) MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I j' SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and m IS' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R805 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2) a' TAPCONS 6TH EDITION (2011) .190 Y) WINDOW TO BLOCK (+1 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or ' 055) END and m 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' 48 scALE: I,,I,_0, w/TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK or -ENGINEERED ROOF TRUSS (2) DRIVE PINS, 8' FROM EACH END and EMBEDDED STRAP g IS' O.C. MAX !PER PLAN ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 16") MIN. SHANK SIZE .145 (R-VALUE PER ENERGY cALC5) NOTE: DOOR JAMB TO BLOCK (+3 16") MIN. HEAD SIZE 300 SHIM AS NEEDED 4F MIN. EMBEDMENT 141 TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR' NIGH ❑ DO NOT EXCEED' 2x6 SUB -BAN _ STRENGTH CEILING BOARD SECURE TO w/ (2) TAPCONS 8 CMU BLOCK VENTED ONC. FILLED U-BLOCK w/ �' DRYWALL NOTE: (MIN. EMBEDMENT I ' ALUMINUM SOFFIT (1) 5 CONTINUOUS REBAR) 8 FROM EACH P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and g 18' O.C. MAX ER PLAN IRNECA5T LINTEL (SEE WNDO=coR JAMB BL�w4 TO PLUMB JAMB. or WINDOW (PER PLAN), �51ZE AND REINFORCEMENT FASTENER SCHEDULE FOR ATTACHMENT �' 05$ (4' WIDE MIN.) (2) DRIVE PINS, 8' FROM EACH END and DOOR CASING D DO NOT EXCEED ATTACHMENT PER MFR. PER PLAN) POOR JAMB /WINDOW � 18' O.C. MAX SPECIFICATION PERTTACHED TO BLOCKING MFR'S SPECIFICATIONS 8' CMU BLOCK MIN. SHANK 51ZE .145 I' DRYWALL MIN. HEAD SIZE 300 ' MIN. EMBEDMENT I ' NOTE: P.T. Ix4 or x4 MIN. Ix4 or Ix2 P.T. NAILER STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WNDOW/DOOR JAMB BLOCKING P.T. ix (4' WIDE MIN.) i:7 ---UTALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT lR-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or O' K SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: —I i PRECAST OR POURED IN w/ ' TAPCON MIN. I 'EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) TAPCON PLACE SILL (PER BLDR 'GYPSUM WALL BOARD EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1)q') 8' FROM EACH ' TEXTUREDNG MNEM ER ASTM ENTITIOUS 1)5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 /6") 15 PER MFR'S SPECIFICATIONS) END and 18' O.C. MAX CONC. POURED CELL or C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1516) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and 8' C ' P.T. FURRING STRIPS a I6' O.C. 4C 6 18' O.C. MAX SCALE: r.r_m. THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) MIN. SHANK SIZE .145 w/' TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 D BASE MIN. EMBEDMENT I' SHIMNOTE'. NEEDED WINDOW TO BLOCK (+3 /6") TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 7is") P.T. (2) 2x6: g ONCRETE SLAB ❑ DO NOT EXCEED' 4G SCALE: r=r-0' SECURE TO BLOCK w/ (2)' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 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 70 1,115 lb l2) DRIVE PINS, 8' FROM EACH END and ro BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WNDOW/DOORJAMB BLOCKNG SIMPSON HT520 w/ (10)10d NAILS TO TRUSS 4 1b O.C. MAX P.T. Ix (4' WIDE MIN.) (4) X2 TAPCON5 INTO BOND BEAM -ENGINEERED ' MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4'=I'-0' FASTENER SCHEDULE FOR ATTACHMENT � DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRU55 MIN. HEAP SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT I ' GATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 lb BEAM l2) SIMP50N HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALLS STRENGTH CEILING BOARD NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 #' TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM Em I THROUGH NON-STRUCTURAL MEMBER (Ix or it' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) J' TAPCONS W/' TAPCON MIN. I j' EMBEDMENT INTO BLOCK N. EMBEDMENT I') 8' FROM EACH (Ml — END and 9 18' O.C. MAX OPENING 22' x 30' MIN. „ 7APCONS MIN. or D CASING AT SIDE WINDOW TO BLOCK +2 2' COVER (2) DRIVE PINS 8' FROM EACH R E H END and ATTIC ACCESS ( „) 2' APART m 18' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 �) MIN. SHANK SIZE .145 SCALE: N.Th. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CASING 4 GYP. 4D 5 TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYR) SCALE: I'=r-°' � ` xT� MIN. EMBEDMENT I A R C H I T E C T S Grouse PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nmm�i �e�o0oo� SvsDIV. 8e LOT: OAKLAND LAKE (LOT 57) MODEL 1833 F1833— 01 PROJECT*: R5025.057/00002 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHfrECT= STATE OF FLORIDA NPQ D E: 4/16/19 SHEET D 2 D FOP► F�E��EWMp�►ANGE DE Co OVN� cs .I go�c NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %, 0.5.5. or CDX PLYWOOD - 8d RING SHANK GUN NAILS to 4' O.C. -9 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS tv 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL %a' CDX EXTERIOR PLYWOOD or 11/2' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS 6 4' O.C. m SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS m 6' O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS * 4' O.C. EDGEWISE. TOP CHORD BLOCKING a 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING EXTERIOR WALL SHEATHING SPACES 6 EACH EN PRE-ENGINEERED TRUSS �% O.SB. or �' PLYWOOD or )*' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS 9 4'O.C, 6 or RAFTS PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN SHANK GUN NAILS 6 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM o ANY MANUFACTURER NAIL REQUIREMENTS n m SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %a' .131 I10,000 RING (16-20 RINGS PER INCH) BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 6 4' O.C. TOP d BOTTOM EDGE 0 • N J Z Z C Y Sd RING SHANK GUN NAILS m 6' O.C. IN FIELD Q o 4'-O' MINIMUM OVERLAP FOR TOP PLATE SPLICE SECURE i0P PLATES w/ 166 COMMON N41LS a 4' O.G. _ Z TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROOU5, STAGGERED o o (O.SB. TO BE STRUCTURAL GRADE) W 86 RING SHANK GUN NAILS tv 12' O.C. IN FIELD z z W or 4 iw Ei 8d x 3' SCREW SHANK BALLISTIC NOTE: a `o u o ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0' � Z' NIo NAILS g 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL ° SHEAR WALLS. N UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (O.SB. TO BE STRUCTURAL GRADE) 3 NOTE: --PRE-ENGINEERED GABLE TRUSS R DIAGONAL BRACE is CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN HIGHEST RIDGE, TRUSSES AT FIRST (2) BAYS f DIAGONAL BRACE TO BE 6 ANY SPAN 15'-O' OR (4'-0' O.C, is SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) 0'-0' - 30'-0' USE (1) X-BRACE C12L NAILS EACH TRUSS (DIAGONAL 30'-1' - 60'-0' USE (3) X-BRACE -BRACING 70 COVER 5 TRUSSES _ (1) X-BRACE to CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END f i STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRJ55 ENGINEERING PLASTIC OR METAL WEEP SCREE E: SHOWN w/ GMU (FRAME CONDITION SAME X-BRACING REQUIREMENTS) 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X—BRACING TRUSS w/ (2)12d NAILS 1 INSTALLED is MID -POINT OF TRUSS SPAN SCALE: 3/a'=r-m' or 10'-0' O.C. MAX 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 �munni sUBDIV. & LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 R5025.057/00002 PAGE: SECTIONS/ DETAILS C ARCHrrECT: STATE OF FLORIDA DAT : 4/16/19 SC :1%4"=1'—O" SHEET D V1E'NE® RE C®MpLlANC Co�LUC1E covio ST • V;Occ VTCR of lU is EA Y O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'-V-0' I EGURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 0 0 0 ECURE 2x6 MIN. TO BLOCK w/ (2)V x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. &' EMBEDMENT) I �I o❑ CURE 2x6 MIN. 70 BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT s GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' TEXTURED CEMENtITI0U5 COATING: MIN. (PER ASTM C926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS -INSTALLED 70 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS>— B SECTION SCALE: N.TS. -T RE -ENGINEERED TRUSS j ' GYPSUM BOARD OR J' NIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS � 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ IOd MASONRY NAILS o 32' O.G. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL w00D STUDS SCALE: 3/4'=1'-0' ARE-PRETRUSS ' GYPSUM BOARD OR \—j3B HIGH STRENGTH CEILING OARD %a' TOP CHANNEL (25 GAUGE) 70P CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.G. MAX) 'GYPSUM WALL BOARD 3 %a' METAL STUDS (25 GAUGE) 24' O.0 w/ FULL LENGTH LAYER OF I/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 6 12' O.C. 3 VWBOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY O NAIL w/ WASHER 6 32' O.C. MAX. ONCRETE SLAB ISEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENtJ NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' fl) REBAR VERTICALLY IN CONC, POURED CELL (SIZE AND LOCATION PER PLAN) S' GMU BLOCK WEATHER STRIP MOLDING AROUND POOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)�' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) OVERHEAD GARAGE POOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS -INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGW000, FL 32750 PH: 407-774$078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � o��000mom� vHD=v a� LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT*: R5025.057/00002 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D E: 4/16/19 AT: 1/4"=1'-0" SHEET C REVIEWMpL p�lc G0DE GOE C®�,�-rY ST . LV EpCG PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.101.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 1 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY—\ TO 055 AROUND PENETRATION I' OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH 1 WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING \,\PIPE PENETRATION DETAIL e1 BCALE: N.TS. 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED '@1' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.TS. NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ 5HEAT14ING WITH MINIMAL AIR POCKETS OR BUBBLES. 441 STEP 2 SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER A5TM 01063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STUDS SHEATHING WRB #1 TAPED T SHEATHING w/ Wi #2 OVER TOP. WF *2 TO BE LAPPE_ VERTICALLY (o' MIN. STUCCO OVER �a METAL LATH. METAL �Q LATH TO HAVE I' VERTICAL LAP MIN. f Ja 0- JQ HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 scaLE: N.iS. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER 5TRIP (PER MANUF. 5PEC5) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'X1' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.iS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) e 6' 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' METAL LATH TAPE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4. OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER "I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X STUCCO 5ELF-ADHE5IYE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-m9, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H IT E C T S Design Group-LLc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-77"078 www.abdesigngroup.com AA #: 0003325 Lyammommamm I E 8 y E O C cc SUHDIV. 8e LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833- 01 PROJECT#: R5025.057/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APZ � 1 D : 4/16/19 S :1/4"=l'-0" S EET VV AI A GO�� G�E Go�N� 8" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3" EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER #2, FORT►FIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 %" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER ASCIA WRAP KICKOUT DETAIL 5 SCALE: NIB. ' " `:ECEIVE I COAT OF SHER-CRETE :ONCRETE WATERPROOFER or -OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT �QZ PENETRATION U SCALE: N.TS. (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI SEALANT ON TOP 4 SIDES ON CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) / FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI 'PIPE PENETRATION DETAIL' APPLY I COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER #, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP IS TO BE SET IN CONTINUOUS BED OF SEALANT. ONE -PEKE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,y' SEALANT a JOINTS ALL AROUND 3" THICK, 3 COAT CEMENT PLASTER 'FETAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPEF �+ DRYER VENT FRAME) OVER 'QUICK FLASH V A SCALE: N.TS. PIPE THROUGH WALL. BUILDING PAPER UNDER 'QUICK FLASH" SENT PENETRATION Ei SCALE: VA. WOOD SHEATHING WRB LAYER 02, FORTIF15ER WOOD CONSTRUCTION WRB LAYER #1, STUCCOWRAP (OR BUILDING PAPER (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER #2, WOOD -�/8" TEXTURED FINISH WOOD FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURALMEMBER BUILDING PAPER (OR 8" CMU a i' O.C. MAX APPROVED EQUAL) -$ TO s' MID -WALL WOOD FRAMED 8' THICK, 3 COAT CEMENT �. PLASTER WEEP SCREED WALL Ya' TO 1/8" 6" WIDE STRIP SELF MID -WALL ADHERING FLASHING, CLEAN WEEP SCREED MASONRY BEFORE APPLYING 6" SELF -ADHERING FLASHING TEXTURED FINISH -s MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED (7-A)ZALr: N.TS. (FRAME TO FRAME) 7Bd�E: NTS (FRAME TO BLOCK) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4' PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX, WOOD SHEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUR SPECIFICATIONS 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 INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT w ALL SIDES DRYER VENT (BLOCK) *�n� SCALE: NTB. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR (-n-'�LELECTRICAL RECEPTACLE : NiB. (fRAh� CCNSTJ STEP 3 A R C N IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 � n�eni iE �8 O C L sUBDIV. 8e LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833- 01 PROJECT#: R5025.057/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA 4/16/19 )11 REVIEWED � � OO,)E GO'MPL1 4 .To LjJc% , 00u ,r 000 WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL W/ V TYPE 'X" DRYWALL WOOD SHEATHING WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-lao J CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER AM66-WFWC-100 CUSTOM CASING BEAD (OR APPROVED EQUAL) �— WRB LAYER #I, 6TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) I 6' SELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER AMIGO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) 6" PEEL 4 STICK o DRIP EDGE TO DECK I y'XI Y4' P.T. OR 51MULATEP WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING Ist LAYER (2 LAYER PEEL 8 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 4 STICK is DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 8 STICK I y'XI %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD }:COMPONENTS PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/0" TYPE "X" DRYWALL W/TEXTURED 8 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)/2' MIN. SPACE FROM DRIP FACE TO TREX Y4" GAP FOR BACKER ROD 8 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,y' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE615TIVE BARRIER #2 s' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11L1 DRIP EDGE INSTALLATION SCALE: V.S. %" GAP FOR BACKERS ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER —� (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I Y"XI )/2" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING lst LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 8 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT d DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ONY DRIP EDGE INSTALLATION \ III x✓ **"COMPONENTS PULLED APART FOR CLARITY 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 1@ l" O.C. MAX. WRB LAYER #I, STUCCOWRAP � (OR APPROVED EQUAL) i WOOD SHEATHING V — METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 12A CORNER BEAD @FRAME CORNER BEAD (FASTENER 4 SPACING l' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UN I T 12B CORNER BEAD @ BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 .6' SELF ADHERING 8 FLASHING PEEL 4 STICK 1 y2"x3" V' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 /2' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y` MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING 1 Y12"x3' "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3" 26 GA. GALV, METAL DRIP EDGE SET IN FULL BED OF SEALANT,/2' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL & STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #I WEATHER RESISTIVE BARRIER 12 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ 'T' FLASHING A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.com AA * 0003325 INIIIIIRI .�emoeaomom, sUBDIV. 8e LOT: OAKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT#: R5025.057/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA DA i')4 J�l— S E�E��T� VV A ED ppA AN CoMp1-I'Ce� CCpE Ole coonC` gT . L 31300C SHEATHING WOOD SHEATHING WRB LAYER *I, WRB LAYER I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) 7� WRB LAYER #2, FORTIF15ER � THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER WRB LAYER *1, STUCCOWRAP WOOD SHEATHING PLASTER Yi GAP TYP BUILDING PAPER (OR (OR APPROVED EQUAL) BUILDING PAPER BEAD 1X TRIM MEMBER 0 STUCCO CA91NG METAL LATH 10 TRIM APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER STUCCOWRAP TO SIDING TRANSITION METAL LATH WRB LAYER #2, FORTIF15ER METAL LATH (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER SIDING BUILDING PAPER 8' THICK, 3 COAT BUILDING PAPER (OR 8' THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER (OR APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER WOOD SHEATHING 6 SELF -ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) FLASHING �' THICK, 3 COAT ANGLED CASING BEAD METAL LATH (EXPLODED (EXPLODED �� DRIP CAP viEw FOR CEMENT PLASTER 6'SELF-ADHERING FLASHING viEw FOR 8 THICK, 3 COAT --�- -�- . -=-T CLARITY) DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER 01, STUCCOWRAP WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING ;X (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING METAL LATH PAPER (OR APPROVED EQUAL) 6' SELF ADHERING FLASHING OR PEEL 4 STICK $' THICK, 3 COAT X METAL LATH SIDING TO STUCCO CEMENT PLASTER _ !'THICK, 3 coAt j�CASING BEAD f CR88-SECTICfU (0" SELF -ADHERING CEMENT PLASTER FLASHING 6'SELF-ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD C WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH (FRAME, NO BAND) FRAME, W BAND WRB LAYER *i STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 1 JA SCAi.E: N.rs. 13B SCALE:Krs. LEGEND WRB LAYER #2, FORTIF15ER BUILDING x WRB LAYER #I, STUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) _� -i DRAINAGE PLANE WOOD SHEATHING WRB LAYER #2, FORTIFIBER �„ WEATHER RESISTIVE BARRIER 1 (WRB LAYER #1, STUCCOWRAP THICK, 3 COAT # BUILDING PAPER 6' SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 WRB LAYER #2 VINYL (OR APPROVED EQUAL) W6' X 7 Y4' LAP SIDING W/6' REVEAL WEATHER RESISTIVE BARRIER #1 METAL LATH (FORTIFIBER BUILDING PAPER ANGLED CASING BEAD �' 3 COAT CEMENT 6" SELF -ADHERING FLASHING d WEATHER RESISTIVE BARRIER 02 OR APPROVED EQUAL) (EXPLODED VIEW STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X VINYL (OR APPROVED EQUAL) VIEW FOR PLASTER MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATION STUCCO CASING BEAD CLARITY) INSTRUCTIONS - INSTRUCTIONS DO NOT CAULK OR SEAL OPENING 6' SELF -ADHERING FLASHING WOOD SHEATHING SELF-ADHESIVE FLASHING CASING BEAD C RAISED GALV'D METAL "Z' FLASHING GALV'D METAL 'Z" FLASHING BAND (FRAME) 1 J SCALE: Ntb. DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAp_ - METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR GALV'D METAL 'Z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION ;;�\_51`UCCO CASING BEAD $° THICK, 3 COAT 6 SCALE: NTS. THICK, 3 COAT CEMENT CEMENT PLASTER PLASTER — WOOD CONSTRUCTION BEYOND - 6" SELF -ADHERING FLASHING SEALANT ASW.BED METAL LATH METAL LATH WOOD SHEATHING TO WMDOW WRB LAYER #2, SEALANT FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER #I TO LAP PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 V MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FRAME ' %6" X 7 Y4' LAP SIDING W/6 REVEAL WEATHER RESISTIVE BARRIER #1 WOOD SHEATHING WINDOW FRAME WRB LAYER 02, FORTIF15ER WEATHER RESISTIVE BARRIER #2 BUILDING PAPER 6' SELF -ADHERING FLASHING _ (OR APPROVED EQUAL) GALV'D METAL 'Z' FLASHING /— — STARTER STRIP PER MANUFACTURER'S DO NOT CAULK OR SEAL OPENING - WRB LAYER #1, STUCCOWRAP E-Z BEAD VINYL (OR INSTALLATION INSTRUCTIONS (OR APPROVED EQUAL) APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER #1 TO LAP 6' WIDE PEEL 4 STICK I (W/%8' FLEXIBLE PVC BACKER DO NOT SEAL OPENING 6' MIN. ABOVE TOP OF 7" FLASHING WINDOW FLANGE OVER FLANGE oe ROD INCLUDED) 2X FRAMING MEMBER E-Z BEAD VINYL 2X FRAMING WRB LAYER #I, STUCCOWRAP GALV'D METAL "Z" FLASHING (OR APPROVED EQUAL) CASING (OR APPROVED EQUAL), E-Z BEAD VINYL 6' SELF -ADHERING FLASHING BUILDING WRAP (W/%s" FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING / (OR APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER #I INCLUDED) MEMBER (W/%8' FLEXIBLE PVC BACKER ROD) E-Z BEAD VINYL (OR APPROVED EQUAL) $APPLY FULL BED OF 6' SELF ADHERING FLASHING 6' SELF -ADHERING FLASHING CASING (W/YS" FLEXIBLE PVC BACKER SEALANT BETWEEN WOOD SHEATHING %$" THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 8 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 CLARITY WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO BEAD WINDOW CASING FRAME TO FRAME TRANSITION U,-;7��EZSCALE:NT,B. 6 SCALE: N.T.S. A R C H IT E C T S Design Gr )t LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �emoocwoog Sv$Div & LOI OAKLAND LAKE (LOT 57) MODEL 1833 F1833-01 PROJECT#: R5025.057/0000 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT.. STATE OF FLORIDA D : 4/16/19 s :1/4"=1'-0" vc SHEET V V A4 J D FQvk a oMpL —4 cs c�-v 130Go 00 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 U: HtS. (FRAME) APPLY 061 42U (OR \ EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (PERM -A -BARRIER OR AAMA'714 EQUIVALENT1 `h SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL (MASONRY) TEMPORARILY n^l rn I la i SECURE HOUE: ' P UNDE FOLD IN AT J, SLOPE INSTALL (o' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 2 OILF 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 ALIGN FLEXIBLE SELF -ADHERING 45HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL (o' SELF -ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 34" 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—V VERT. END DAMS REQV. AT EACH END OF SILL MIN. TEXTURED EMENTITIOUS COATING VIER BLOCK ,15EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOUS COATING ,VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTIl APPLY FLASHING C INSTALL (o' WIDE BACKED FLEXIBLE MATERIAL OVER DRIP (PROTECTO-WRA OR APPROV MIN. TEXTURED EMENTITIOUS COATING VER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 $' MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS 8") SIDING LOOK S. FLORIDA A R C H I T E C T S Deson G ro uLC L6N6i 6D, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 IE 8 I� O I� m sUBDIV. 8e LOT: 0 AKLAND LAKE (LOT 57) MODEL: 1833 F1833-01 PROJECT*: R5025.057/00002 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C [ARCHRECT. STATE OF FLORIDA N??, A D E• 4/16/19 SHE�E��T� UV A5 J2 J4 J6 J8 J8 J8 J8 JB is J8 J8 J8 J8 JE JE JE JE JE JE JE JE J4 J2 Cr Rnl—(1" o t] O 0 W U 6 4 4 U U co co Q (7 2' 2 2' 2' J2 J4 J6 JS J8 JB J8 J8 JB J8 J8 JB JB JB J8 JB J8 J8 J8 J6 J4 J2 —r e 00 d 7- 1_ 1' 7' J2 D3G J2A — = - ' "o i7 ro rK5T if 8 `� l+ C ✓A rD N "-0 y N -o 20 -6 9 -0 2 4'-8 12 -0' 11'-10 — scnu oU —U APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 8,-8„ 5 F' 8'-8" ALL CEILINGS ARE FLAT AT SEA(21NG HEIGHT I TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) 0 HUS26 0 HUS26 QC HGUS26-2 © THDH26-2 E0 HGUS26-3 E� THDH26-3 (DD QD RT16A © CONNECTION BY BUILDER i REVIEWED ❑ REVIEWED AS NOTED ❑ REVISE'& RESUBMIT ❑ REJECTED, RLSUBMIT ❑ NOT REVIEWED. L7 FOR YOUR INFORLIATION Submittals are reviewed 4 nL� dvsik:i ,irtdn+ and general eomphe;, O Uocumems pniy N at tioRS Do Not f,u;',. a i.io r.ges 10 G01111dct $uid Reviews, Comments and iXttcl�^.os does .Dot relieve .Ilse p Contractor from compii in. mtf the ';v;i; 2cl Doculneids ; ne ROOF PLAN quantitief IS respons rc i r6 mi a Eor c :Lin+dil quantities, dimenvon tGrielLe_ Pe'iar,es I u'Lanun processes, r T eT.ei .f �sr ,rvlhun, [: 3/16 = 1'-0' ELEVATION "D" .compatibility of manna. n G ma!d di coomuiauon 0 their work with other Ndaes anc "hor,11 (Al ne,formanee of work in a safe and satisfactory mannei ono mi fur pbanc.e with the Contract Documents DMI Ev 8Y A. B. IGN GROUP 17 y 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 "NIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSHILITY OF TRUSS DESIGNER PULE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINCING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPMCATIONS SEE 'BOSI-BI Summary Sheet COMMENTARY and NINSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI).S TRUSSES for UARE To BE ERECTED AND FASTENED IN A MAJGHT 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 PATH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE b CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �+ HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low—rise)/C—C bOrld W1nd ASCE 7-10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor: 1.00 Wind Load Duration Factor: 1.60 Mean Roof Height : 15 f . BNm M Bladdv Shucl Eno 1/6051 2590 N. IONGS HIGHWAY Fr. PIERCE, In. 34951 (772) 464-4160 Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design +�U I' M TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings INC. must be placed during the erection procedure: 2590 N. Kings Highway Fort Pierce, FL 34951 inn „n n r, Cl CUSTOMER: — 1833 Elev. D 3/16"=l'-0" 12/21 /2019 I dhc r 4' 4