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Home My WebLink AboutBUILDING SITE PLANSINDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET ° ) GN GENERAL NOTES ° ) 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT'S XXX O O — 01 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN — ROOF 7 ELECTRICAL PLAN FOR: 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS WA1—W5 WALL ASSEMBLY DETAILS ( i purl 1HHbffnes_ a n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN Termite' Frost line DESIGN UNDERLAYMENT ' FREEZING ANNUAL Weathering , Tite` „ HAZARDS LOAD Imph) effects CATEGORY depth i TEMP' REQUIRED INDEX TEMP' 160-C N/A Negligible N/A Very N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) ---- *ALL LOCAL AND STATE CODES DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C IST FLR. LIVING 1,452 50, FT. • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH TOTAL LIVING 1,452 SQ. FT. RISK CATEGORY II *EXPOSURE CATEGORY - EXPOSURE C ENTRY 19 SQ. FT. • 1-STORY RESIDENCE - LANAI 80 SQ. FT. • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES GARAGE 3W SQ. FT. TOTAL 1,944 50. FT. • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: CU51C VOLUME LIVING 12,632 SQ. FT. RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) W/ LANAI 40'-0" 55'-4" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO, 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. BY f. Lucie County AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'S IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'S HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H I T E C T S Design rou IrINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003326 r �III"IIIII' �o0■o�oOovJ SUBDIV. 8e LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 XXXO0-01 PROJECT#: R5025.029/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA TE: 2 /5 /19 ' I/3CAT : 1/4"=1'-0"' SHEET C• I I FILE COPY I Imw O z OW �m J w� Y3 m 0 �W Q zr F W (j ga �s (r of W z —0,0CD a� 00 G Z Z WW v� J w w W Z O GENERAL NOTES 1. 2. cl 4. 5. 6. 7. 8. 9. 10. 13. 14. 15, 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASGE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS IPSF) Al SLEEPING ROOMS 30 A.2. A71CSW/.STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4, POOLROOMS 75 A.S. BALCONIES 40 A.6. DECKS 40 Al, STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF1 B.1, ALL AREAS 10 C. ROOF LIVE LOADS "" C.1. '" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) D. 1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT160 MPH, VASD =124 MPH El EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD PSF F.1, GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL. PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. - OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F, AND MORE THAN 72` ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED, (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND. ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YYINCH.GYPSUM BOARD OR EQUIVALENT. SITE WORK 3. 4. 5. 5. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1%0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) $O THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Ya THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1, ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE. STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3, ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/a'. 4, PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5, BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6, ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED%. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). AN A Or%AIDV 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE -W TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90.06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TORE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y41NCH AND NOT MORE THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAlb IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.42 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND. BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" R CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. 95, W31 OR 031 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA. #11 AND SMALLER 3X" D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IY4" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT, ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS, WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE,15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 8.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA- THE ENGINEERED WOOD ASSOCIATION: El ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E=1,400,000PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARESTANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE%' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP N. 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 AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 U360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST. CATALOG, 20, DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WI NDSPEED/ EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. DI I IAIIQIAIll 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 B137S PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY V PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM''/a' PVC (SCHEDULE 40), INSULATED WITH /,'AMAFLEX 3. CONDENSATION LINES SHALL BE MINIMUM'% PVC (SCHEDULE 40), INSULATED WITH M? AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. % DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) -- FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 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 & R7037.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 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 Tl1.1.1 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 IT E C T S Desi n GrouNC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003326 r � � o��ovvvom� SUBDIV. 8c LOT: OAKLAND LAKE (LOT 29) MODEL 1452 XXX00-Ol PROJEC.T#: R5025.029/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D : 2/5/19 *LE: 1 /4"= V - 0" SECURE STRAP TO GONG. W/ (2) 3/1&'x2' TAPCONS 3 1/2' TI CONC, SLAB KITCHEN % AUTO VENT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) MSxI 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I/4'x3'x36' STL. POLE ON 1/43xb' DIA. SASE (2) 1/2'x6A.S. BOLLARD DETAIL PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES 4(D' -,a" 24'x24'xl2' CONC. FTCs. O„ 6„ 3lD' W/ (3) 05 REBARS EA. WAY ON CHAIRS COVER l2-TYP) tY s (LU B _ �w I TYP. DI -3 1/2' HB. D1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I II I DI PIN. ELEV. ■ �p FIN. CONG. SLAB ■ F I. pi � 7YP. 3 1/2' CONC, REINFORCED c0 _ W/ 6'xb'-WIA x UA ON 6-MIL POLY ETHYLENE Ilr---�I VAPOR BARRIER ON TM;"ITE I ■ II \ i I = TREATED WELL -COMPACTED I ■ CLEAN FILL I D � L----'I II N I 0) II II I ' 0 1 II DI Ili _i II d I i II u LL-JJ i� I' PVC r, ■ I CHASE I, n l ja` I■ I I X 0� 1 1 , FOR ELEC. ISLAND iSN i i LAY. d�V ix1 W. 11 y I, �I 11 DI _ ■ ___ _ _= i - CONDENSATE W/C 3 1/2' CONC. SLAB � r---- -__ 1 ==1* _ m D.LINE ,`-r v ; . N TUB I�. L-_ .,� _ � --�' � EXTEND =-� SLAB 1 I/2' 41 r I W/ d' BOLLARD 21'-4 6 LAV. IS'-8" 3'-" ■ I 411 9A -6' RECESS SLAB D 1 J r ■ c�v FOR PAVERS F■■ ■■ ■ = 24'x24'xl2' CONC. 0 FTC. W/ (3) s 4 1 3'-4" REBARS EA. WAY N DI m ON CHAIRS MIN. — Dl PAVERS 3' COVERfil■ I (2-TYP) ■ PAVERDHB. EGE 0 LINE 8 I � I■ ■I 4 In■ ■ ■ ■ ■ ■ ■■■ ■■ 4" 4" 4 _O, Ir-a" 16'-O, 1'-8° G-O" 4'-8" 19'-4" 40' - 01' SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S 4Design GroU INC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIII"III� ��omvv�0�om� G 8 0 L SUBDIV. 8c LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 XXX00—01 PROJECT*: R5025.029/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA DA'tE: lk2/5/19 SoAT : 1/4"=1'-0" 1 SHEET OF 24'-,5" 10'-6" ■ ■ ■ ■ ■ ■ ■ ■ ■ IS IS ■ 2,5' -ro 30' - 4" 31'-4" ■ ro ■ m v m N m m r- ' 4-4 � N N @ 4n • @ m N • ■ ■ ■ ■ - N , e _ N IS @ ro � m m e 3' -.4 10" 10'-0" IS'-011 12'-15" 71 IS'-&" D 0 WE L 1P LAN SCALE: 1/4 = 1'-0' ELEVATION "A" A R C H I T E C T S ') 4Design GroulTINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III"'III� ��o��omo■ooJ E 8 N 0 E O L C SVBDIV. & LOT: OAKLAND LAKE (LOT 29) MODEL 1452 XXX00-01 PROJECT#: R5025.029/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAME ANTWELL A 12079 D E: 2/5/19 MEET 2 OF C) WALL LEGEND V-S' BLK. BRCS. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL w 16' O.C., UNO, EXTERIOR: WOOD FRAME WALL PER COMMUNITY - SPECIFICATIONS. REFER TO TABLE N/S3 FOR MINIMUM REQUIREMENTS INTERIOR NON -SEARING • FURRING AT MASONRY' WOOD FRAME WALL: 2x4 w w 24' O.G. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTT' S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-1 11'-4' 8/28-5-(IAMA. PRESTRESSED L-2 4'-8' 8/22-5-(UU/(0JL RECESSED L-3 5'-10' 8/Ib-S-(III/(0JL L-4 4'-6' 8/24-5-(IA00A. L-5 4'-6' 8/14-5-(IXUI0)L L-ro 6'-ro' 824-6-MUKU- L-6A 0'-4' SA6-5-(U11ML L.4015 II'-4' SA6-S-(IAJ/(IA L-6C V-4' 8A6-S-11A1/lIA. 8/24-5-(I MOL L-8 4'-6' 824-5-(IAJ/l0A_ L-9 4'-6' 8/14-5-(IiU/(0A- L-10 4'-6' 824-5-(IU/(0A- CAST-4Aer ' LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 11'-4' 8F28-15AT PRESTRESSED L-2 4'-ro' SRF22-05AT IRECE55ED L-3 5'-10, 8FI6-05AT L-4 4'-6' 8F24-05AT L-5 4'-6' BF24-05AT L-6 6'-6' 8F24-IBAT L-6A V-4' 8FI6-15AT L-65 11'-4' 8FI6-I5AT L-6C V-4' SFI6-15AT L-1 4'-6' 8F24-05AT L-5 4'-6' 8F24-05AT L-9 4'-6' SF24-015AT L-10 4'-6' 8F24-05AT LANAI 8'-a, CLG. 5068 SGD � DINING a'-8' CLG. KITCHEN a' -a' CLG. BEDROOM 3 a' -a' CLG. L-6G L-1 t. 25-SH BEDROOM 2 a'-8' CLG. O 25 SH L-4 EGIRESS BATH 1 27V CLG. GREAT ROOM 8'-8' CLG. FOYER 8'-8' CLG. L-S 25-SH i■ L-9 25-SH EGRESS OWNER'S SUITE b'-8' CLG. W.I.C. a'-8' CLG. L_-- --- - LINTEL PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' 0. BATH /��1 I 8'-e' CLG. 0 �i 2—CAR GARAGE a,4, CLG. L-I IV-0' X T-0' OHGD A R C H I T E C T S 4Design G ro uIrINIC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 L\000000■O0J E 8 E O .0 m SvsDIV. & LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 X}0{00-01 PROJECT#: R5025.029/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FEB 0-9 2019 D : 2Y5/19 S XLE:1/4"=1'—O" SAFE L®AD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS e'PRECA6- C-LINTELS SAFE LOADS (LBS/FT) 4wsLr•4- GRAVITY' OVERALL LINTEL LENGTH BFB 06 BFIJ p8 &-16 %3 &'20.0e BFJ4 08 SEE 0E &'3J 0B (TTPE O5 LINTEL) WB '2F9'1 $Allis' -,8 161Le 1LH_ £ 6F}q Ig6.35 IBA: ]'-0'TO 5--.1(PREGA5T1 JaS. GONG :906.. '19 - 66D1 460s 6 6 ?541.. bf..4 89 4 4o©e (10394 10'S 150e 9'-l'TO 4'-O'(FRECABT) 1.6 261 l6 f AO l¢-S B9l 93 4605.1 61 54l_ B h 0�94 If?i9 4'-1' TO 4'-6' (PRECAST) 1599 )Nor 211 `3193 4515 ----All Jll 36- 9 l 3 11, 154 $ SOD_ i400 0294 AVI, 6i ' Ala', 449 4'-l'TO 5'-4'(PRECABD :6 3 309//- b4 l 91n3 10121 5-5 T05-b ( PRE A8D G I 4#+I i1I - III, _NSAp 163i - Vlo 15:1 Too, 419 ' 262] 4 360 - TEB 6936 1191G9) 339 E 5-II T06-6 (FRECA6V 1J30 11'1 9.. VI l 96B ---- ---- -L 1 -i33 5'd b'. d ie FIII 6L S?CI 8360 II l n- ilMl l 116, c19e b& _ _ ___I "iv, Ip39692S 9 6B, - 4 561 S4'R ln9 d30- 6'-l' i0 -b' (PrECA6T) l' T'-I-TO 9'-4-(PRECAST) _ J 4 BE 4 '-) } 1 J IT 1 4 v5 6310 b__ _ 2556 TO 101-6' (FREGAaT) Il 4- 1 ( (I 6T 4 �4 )I _ ,CADS To II'-4' (PRECAST) 6e PIT 119 4 I - 5 b • 6- Sul LOS,, VACS_ - 1 11`-5- TO 12'-0' (FIRROA5T) - [ n 1114 16a� I?05 21, 1 -11 _ 1 z9 u 9 NR 502 16 ba3 I2'-1'TO13'-4-(PREGAST) 13'-9' TO IS'_O. (PRECAST) 14'-1-TO 14'-0-(PRESTRESSED) 14'-9' TO 15'-4- (FREeiRe'89ED) NR H12 110 I4,D _ 6 9 � D �Iii 'I 1R JRhR 30p 50 N AT. : 6 699.N, In .e NI'Il-5 TO IS-4 (PREetR1==00EO) NR - IN - -NOI55 - - -4 (PRE3TRES9EO) N4 N --- \R - -' IN _ - _rvR .9 4R N"' 250 1 NE'AHIP SIR Lay NF P 15y INN1052 a4 v,2 : 222 -O'(r'RESTESBED)nR FS NR .0'(P.FEbTREb6EDJ AAFF I ( AIT4 (I RAFT) R"PPF/'df,T I I_I IAITPI A I.FL_I=- LATERAL OVERALL LINTEL LENG- a I� YI Ylb'I E[ (' 4-'1 11, 11/ T (T-PE CP LIMED - 36'- _ ,--- cal 01a WB FROM,55 2'-0' TO 3'-b' (PRECAST) ! a� 6 5 �-ILI, SyLc 411 1211 a p'01 _. 1025 1024 1598 3'-t' TO W-0- (FRSGABT) 2,A5 0 '0.11 f- 16D13- - T65 l63 13G9 W-10TO 4'-6-(PRECAST- 592 611 1013 - GZ 11 6 IO9a 41 1, 4'-1' TO 5'-4' IPFECAeD -�- ell 411 143 1016 -� l5 L2216 6 97 394 L R - 5'-0' TO 5'-10- (PRECAST) 340 330 616 9B Bs -1,10 Gl ]OW ---- B66 3 _IZ� "G 'i - 51➢3 - a Y 5'4' TO 6'-b' (PRECAST) N +m. 3 - 30l T21 492 6'-7' TO 7'-6' [PRECAST) I 1142M - 424 534 3if3 l'-R TO a-4- (PRECAST'909 11 2PI9 I 326 61p 030 9'-5'TO 10'-6'(IIRECA57 E: 401 ISO T. li ) 1165 05 10 -1- To II' -A' (FREGABi) 560 452 ISb � - � IIL1'TO W-ON(PREOA9D 4 40 c a ,bo 64 e16 zD1s 9 244 402 131 12'-I' TO 1V-4' (=RECAST) 42,1 .I 11, <l9 11 9 11,1 IB6- 121 217 324 TO - 13'-5-TO I4'-ON .(PRECABV -y - - 105 es IOF 19 1 069 66 3 IC.i �- 14'-I' TO 14'-B' (PRESTRESS R " 3 1 SO -9 IE ri Ne ROAN sl. 14'-9' TO 10'-4'1PREBTRE6 I NR ME 83 L 616 -„- OB - A II-5' TO 17'-4'(FREBTRE6 O. TI IT,,SCAN 31 F 'n JU NR NR IN 64 '-5'TOW-4'(PRESTRE55-) Ib 02 1. r • .e .w r "=-s`To 4R-4'iPRESTREBSEL I - - II LI, OaS - 30 NR !vg 4v 21'-5- TO 22ti0' l R S7T E9_EI J51 _. 9' _-. -- 3' ne II6 40 22'-I'T024'-0'(-'STREB..EI NR 91 30 bTA. 5"PRFCAST W/2'RFCES-R DOOR l \TFI 6 SAFE LOADS (LIES/FT) GRAVITY OVERALL LMTEL LE77 BR'6 BF56 ¢B FI0-EJ 0;14.0e BR51B-9 EFFJJ- 43J6-0BBF3D- (TYPE OF LINTEL) 51n 9 149 1260 I 4349µ 1 542 6493 "I 3'-6- TO p'-4- (PRECAST) 163s - 61 b-9 'LL3 - 5206 6E99 _1E6 OO 9 E -- 949�1631- 5 .5 L C4- E 4'-5- TO 4'-6' (PHI1494 9 Pr 510 16 21 1 2< 21 O 939 02 10893` =6'I 466 p'.l` 40 5'-B' (PRECAST) 666 - - -� 156 r GDD 6399 T 7IA �9 2E 49 - 9n: L BSIf 3 00 'E B"3 2 9I 2", 6'-9' i0 5'-10• (R2EC4aT) 60 3 Al 2312 9 4 12 6633 ,,, 9D69 ll I I401 7 9 IE Slab LNO 5'-II' TO b'-B' (PRECAST) I9l gpl 3 0 04S l 3 9 19803 W-9' TO T-6' (PRECAST) 663 - 155 �E W1D 9 L. -24 S66 116 _ I 943 3 S 5999 "I 069D. 514E 1'-T TO 9'-8' (PRECAST) 41 99 1 566 AVII ).9 459 569 8"PRECA5T W/2"RECESS DOOR u-LINTELS SAFE LOADS (L55/FT) 4cmrr4 m UFI-IFT OVERALL LINTEL LENGTH BF'6 BR-D vI -T' Eel It B?2: 11EF S IT BR=3e ' (TYPE. of LINTEL) Elm .T SPIc T BkF'-21' BRvIO J 3D36 832s i 3I51 bK: 6 6 0-2T' S 4O B'Fll6 1 SRFS RC."U' Ni 66 '1�2 B'-b' TO 4'4'(PRECANOl 90� - 6&B } 6: - 3086 2111 3151 3601 5 I L 5140 4A_ lBB 151 1164 6 l D 2l2 4'-5'T04'-b'YFRECAST) 2v3 3L j6gT :B5L 5 B 31I 1' 694 693 1013 - -- 1112 I= ES I2 RE 4'-1'70 9'-B"(PREGASV � _ t0B 40l 65 br5. na I^� vJb 5 2B54 T33 3352 v'6 35'i-� xl9'_ 6n v B Im'(PRECABn '-9'TO,'- - '4e 3B2 sal 616 655 r53 L3b 5. 'n>3 pb 31g". 5 D 3 5�O 129 5'h I B `D B9 Sw -15 429 81 3'19 - 5 re IBB 464 l o4 5 2i66 h l 6'-SITS l'- _rLo_ 509 614 36b etc 3"= 06- 6 -1.1 12 13l0 Is 2�m "-l' TO 9'-B' (PRFFCAST) I3B6 1 rD'. I On d3F 490 21e AS RETle LINTEL SCHEDULE IN MATERIALS I. Fib 8' precast Intel =. 4000 pal 2. Ec. prestressed lintel = 6000 pal 3- Grout per A5TM C416 fig - 3000 psi se/ maximum 3/8 inch aggregate 4 8 to ii Inch slump 4. Concrete W/minfmworcy area /CMU)ompr per ASTM G90 w/minimum net area compressive strength = IN psi 5. Reber per ASTM A615 :.grads 60 6. Prestressing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C210 type M or S GENERAL NOTES L Providefull mortar bed and head joints- 2- Shore filled lintels as required. 3- installation of Ibnelmust 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 -CREPE Load Deflection Graph brochure for lintel deflection Information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1P3T' diameter wire stirrups are welded to the bottom steel Ed, mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. IS. Safe load rating based on rational design analysis per ACI 316 and ACI 530 10. The exterior surface of lintels Detallad In exterior concrete ma5onry walls shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. II. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) ]code should be checked for the combined loading with the following equation: Applied vertical load, Aoolied horizontal load S 7,Pi Safe vertical load Safe horizontal lead 12. Additional lateral load capacity can be obtalrled by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right: 'm=1500pe1 SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2' CLR TYP (2) •5 REBAR. s s GR40 or GR60 SAFE LOAD T45LE NOTES I. All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe nominal bearing. Exception: Safe loads For urrIlled load from next lower height shown. lintels must be reduced by 20% if bearing length Is 5. For Iintela lengths not shown, use safe load from ' lees than &1/2Inches. next Iongeat len th shown 2. N.R.= Not Rated 'a, All safe loads to unite of pounds per linear foot 3. Safe loads are superimposed allowable load,. 10. All safe loads based on simply supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. II. The number in the the parenthesis tndlcateethe 5. One e7 rebar may be substituted for two 5 rebore percent reduction For grade 40 field added in e' lintels only rebar. Example T-W lintel type SR IB safe 6. The designer may evaluate concentrated loads gravity load IN 6412(u) w/ 15% reduction 6472 from the safe load table, by calculating the ('55) a 5501 pill maximum reeisting moment and ,hear at d-away from Face of support. T`r'FE DE,51GNATI0N 5 REBAR AT TOP MIN. (1) REGT'D INN 1-1/2' CLEAR F = FILLED WITH GROUT / U .. UNFILLED , --Oil NIFTY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY U Q LU ;' C.M.U. OF1& = l /lfi in Q Z GROUT in O Z QUANTITY OF 5 t9 5 REBAR AT BOTTOM REBAR AT TOP 0 ON OF LINTEL CAVITY NOMINAL HEIGHT BOT FtEINFORTELG NOMINAL WIDTH 1-5/e•AcruAL OM (VARIES) 8' NOMINAL WIDTH TABLE No. 11 SAFE WORKING LATERAL LOADS (FILE) 8" x 8" LINTELS LIME_ SAFE LATERAL LOADS (PLF) Total 4"SiI Typ° Ve. PLAIN Ve. SOLID 2G0' RoPat. Via MIN 141 Recast 1160 230 4'-0' Rama! B44 W14 4'-1. Rene! we P66 ANSI Recast 5% Mil I'-4' Remet b% Ba SYS, NNNNI 545 Iles III. Bethel 634 MAL FINNIL 61 288 Rene! 515 ml T-b' R,Cae1 46 we 1'-B' Receet 45 834 914' Fri "1 6114 5LN Prece,t 94 143 9}p' Recce! ill 693 l0-6' III P.2 453 II'-4' Pretest IS, 620 121-0' Roue! 1164 Na 12'-6' Real 43 $IN 13"' Remrt I& AN Reuel SS AI 1,HV Reet®eed NA. 341 1V-4' IN tNI NA 302 1114 RetNeued NA 213 19'-4' Reetreeeed NA 16 20'-0' Raetreeeed NA 59 PI'-6' Reetraeeed NA 131 22'-I' Preetreeeva NA ISO 2I'-0 Raetreeeed NA W NR=III Renorex i LMTEL BNE LATERAL LOAp6 (PLPI Taal Length Type V DOUR HEADER PLAN 8' DOOR HEADER SOLID P(era t IITI 2011 W-V Prel no) bill Plea et % I 15]I 4'-4' Receet 10 USE 4'4' Precast 659 Ib6 5'-1. Reuel al; Alit 6'-B' Recast 504 %4 11-1. R ecax 41 1 lei 9'-V Reeaet Na 664 W.B. Precast 2% 535 LOTT S lel' CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 DLI (ALT71 C.SF. ails II1I(A ..• Al N ..• • W � N� I1 1 55u 8/8-S-(1) 0/(0) #5 8/6-S-0) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL r-PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BAIRS IN UPPER OR LOWER LINTEL CAVITY GENERAL NOTES: I. CODES I1 FLORIDA BUILDING CODE RESIDENTIAL, NTH EDITION (2011), SECTIONS R4022 4 R606. 1.2. FLORIDA BUILDING CODE RESIDENTIAL, NTH EDITION (2017), SECTIONS lel 4 2107. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). IA. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (A5CE 7-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1, PRE-CA61' W/STANDARD REINFORCEMENT-4000 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT ISOOO Pi 2.1.3. GROUT PER ASTM C416 - 3000 PSI W/ MAX. SAW AGGREGATE, V TO II' SLUMP. 22. REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 232. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5111 A615 (GRADE 40). 23. PRE-51FRE65ED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH Al 315. TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PUT) 8" x 8" LINTELS UNTIL LBJGTH CLEAR 6-AN LNTEL TYPE LINTEL STEEL UNFILLED GRAVITY CAPACITY GRAVITY CAPACITY (IY5L (mnU GRAMAtt CAPACTY (InLfInU UPLIFT CAPACITY rM$LTRW ill CAPACITY (1P1_(2nU BDT7CM BAR TOP BAR 1'-0 P-w PRECAST C? N! G)3 420 ran IB09 ass 10000 3'-6' V-2' PRECAST (2) N? (2)n M15 11 1 301 45115 48B 4'-1' INS. PRECAST (2) N? Oil IS 1183 1111 2111 33% Sale 4'-W 3.4- PRECAST IN)1 (2) IS 1343 2165 AS Zen 2608 4 e 5-4' PRECAST (2)n (2112 D32 2011 2011 2421 2421 5 4 4 0' PRECAST (D 5 2) n 1VNINGno 1651 180 I'll' 4-6' PRECAST (Ds (2)n %m 1423 1283 I42S 14b sm 14M b 4 PRECAST (11n I'liTo 1232 1232 12W 1405 11.1. 111. 5-1' W PRECAST C)4 1M' 1232 1232 1081 12SB 6-a PRECAST 0)•4 (2I,4 OVNQ )Sol IIEa 1825 1002 16 04' b'4' PRECAST (A(4 OVN2 (2)n 510 551 991 SEI 1041 I B 6'•4' PRECAST (2T•4 (2)1 513 A9 Sol IN IN TEN e-0' 6'-e' PRECAST (2)•4 (2)n 518 11 air B 4 t 0' PRECAST (v n 416 WI let 9 4 B4' PRECAST M4 (D4 (2)n 416 12 72 4A 4% m b 9.2' PRECAST (2)IS 315 be 6b 618 311 613 601 Il 114 10-0 PRECAST G)•4 561 % %1 I2 0 PRECAST Dis MIND (1)IS 2% 211 525 211 251 561 512 12-6 Ii.i. IU2 PRECAST (D6 Ois Am 4% 490 214 512 13.4 1.0' PRECAST (2)IS (2)G Te 430 458 214 442 14 0 12 B PRELA6i MWINSIS (D5 in 139 430 430 395 Ra 14-0- 13 4' PR£6'IREB4D CU`2 NR 40 45 230 23 446 15 4 I4-0' PRE61REB4ED S)-4 f2)'4 (21n C? NR 3I9 9t9 210 401 IT d -0' PREBTRE6%D W-4 (V1 NR 28S 2% 10 311 E 4 PfiE8TRE98E0 (1)5 (1)5 NR 224 224 BI EN .5' PRESTRESSED (2)5 f1)5 NR Gh an 122 231 "0'. :22'-6 PR5STRESSEDf1)5 (2)9 NR n7 nT 101 20821 m 48' PIES D (A5 (D5 NR b4 b4 ov I% 240 ' PrESTIEB8E0 f2)5 fVn NR 32 31 B4 163 NK-NoL KC(/JllntWJGp TABLE NO, 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) B" :X 20" COMPOSITE LINTELS LINEL LENGTH CLEAR SPAN LIMELTYPE LINTEL 5TEEL GRAVRT CAPACITY (mnLflnU GRAMT7r CAPACITY 6nL(IY'1) UPLIFT CAPACITY (InL(InU UFLIR GAPACRT (IFLGAIJ BOTTOM BAR TOP BAR 11.1.2-1 FRELAST Gin (2)n INNS 18900 10060 102,e0 I'll11. FRELABT (2)n (2)n E03 10000 10909 10000 44- 34 PRECAST 0) N! (2)n 442 coal Sol 10000 4 8 3-4- Pal (2)n (21n 319H Soed lee 0000 9-4 4 0 FTECA67 12)5 (Iln 6139 1000Y+ SIGN 10000 5-I0 4 6' FfECA5T 0)5 T n W16 8109 4661 U" 6.4' S 0 PRECAST a2 4 (11 6IM 6152 3%l IW2 6-b 5 2' PRECAST M-4 !I)n 6250 62W 31 ba% 0,1' 3 4 PRECAST (2)14 (Dn %I6 sN6 5441 6124 T 6- 6-2' PRECAST (2) -4 2) 02 431 2636 005 11.1. s-4' PRECAST (2)'4 am 40A 40M 25oe NUN B 0 6'-a, PRECAST (S4 (2)NO 3130 313E 211E San ' 6-4' Y-0' FRECA6i (2)V 2 3420 3420 2078 S%I B'-0' PRECAST G)-4 2134 2134 1610 200 10'-6' 9`-2. PRECAST (2)•4 (2) Ni! IN 2211 733 2253 1 II A 10'-0' PRECAST MS 1) 1554 ISN MIT RM 12',0' 0'-B' PRECAST C)5 2)3 ❑79 DI9 90 en I2-6' il'-2' PRECAST (2) (2)5 III i661 we 1101 13 4- 1'-0' FRECAST MIS (2)5 507 Or 13 1414 W V 12V PRECAST (D 5 (7) IT 1351 BA 636 523 14-1. 13'4' PRESTRESSED U)4 (Dn I%3 169E %1 1131 15 a 14'-0' PRESTRESSED (2)4 R)n 1124 1124 66 10% Il L 16'4' RRMTRE%ED l2)•4 (2) 11 no 133E 417 a24 19 4 IRE O' PRE57REfi5ED f25 (1)3 1053 pin 334 659 200. IRE B' Pi ROD (2) 5 (P 3 Sle 919. 312 619 ]14 19-0' PRESTRESSED ills %2 %2 2t9 540 22-0 SO-S I PRE5iTE65ED (2)5 f2)IS I Fin 1 191 1 ml DOI 24-0 A -b I PRESTRESSED 1 M 5 659 1 6% I15 425 T AIyLE-Wil REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 16" COMPOSITE LINTELS LINTEL GEAR LMTEL TYPE LMTEL 57EEL GRANTT GRAv11T UPLIP UFLP LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOITCM EAR GOP OAR (m15L (InJ (IUSL (115u M% InU (Ini. (2nU TABLE _ REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LABEL TYPE LIN75L 67EEL GRAVITY CAPACITY (mnL(Ina GRAVITY CAPACITY (AL (Ina UPLIP CAPACITY (InLOMN _ I Ji I c PaCITY ,)5LnnL eciTLMBAR TGPBAR 1 fp' 6 FRI 0) V Un10000--ol me 10020 3 V 2 V PRECAST n2 `a (2)a 9%I 10000 G000 10000 d-0 2 B'Pical (vn (2)n 6119 woo 10080 - 4 6 34 PRECAST 'AN2 (2)n Sell IV= 1000o 10000 4-B 3_" PRECAST (2)n n Ase, 10000 %19 MI 9-4 AO' PRECAST (2)5 GUNS 76% 10000 real cool, 5 it d-V PRECAST 4)5 n 62X Imeem 5136 1000E 6 4 5-1. PRECAST (DV 5101 10000 4154 94EO b-6 5.2' RECAST e2)4 n Ban woo `1481 0915 11.1.5'-4' PRECAST O2 N n V14 94DI 4231 042o 7.6• 6'-1. FRECAV (2)4 n ke Nib 3242 6411 I 0' 0,4- PRECAST (2)4 saas 6024 3m% 663 B-,. 6'-e' 1 PRECAST C2 N %61 6%l 2803 San 8'-4' T-0 MCA57 G2 N4 § 401 4831 2551 Slow 9'-4- H'-0' PRECAST eiU4 do 5126 3I16 I%2 Sale 10'-v 9'-1. PRECAST A)4 MIS 2931 2531 1520 Son 1-4- lV4' PRECAST (ills F2)3 3)3 2553 2563 IRIS 2604 12'-0' DE-B' FRECAST '2)5 2305 2305 0 29l 11'-6' TIV Ill IDS 3 2141 2141 1022 20M 19.4' I2'-' Pawl (1)IS 5 1%6 1W6 %I 1811 W4' 12-8' FRECI (U'5 _- f8.3 Ills 111E 181 la% 14-8 13-4' FRE9TREO 19)4 13,18 230 653 an 15.4 14-0' M67RE85ED (2)4 2te ]I% 5% ME n-4 16-O' PRE675I W-4 n bw Nall, 464 to 19H 18'-V FRMTRI w 5 BI0 EIO 3tI 135 20 0 IRE V PRESTRESSED WIS IS B 19 541 1 6% 11 4 20-m' 9T 6 PRE RE SED f 5 WINS 3 106 1052 304 1 22 0 20L8' FIRSMINSIS601 2% 65 O 240 22 �B' M57R8MC PRESTRESSED WIS l2)5 R)s )ls B24SO4 B24 824 824 239 1 413 TABLE Na. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" H 28" COMPOSITE LINTELS LMTEL LENGTH CLEARjT SPAN PE LINTEL 6TEEL GRAVITY CAPACITY (05L(1F GRAVITY CAPACITY flnL(InU UPLIFT CAPACITY (InLOAU (UPLIFT CAPACITY (IML(znu BOITOM BAR TOP BAR 2- -b 2 o�0 1iffi OO90 3.6' 2.2.T (2)2 woo esi I0000 1000E 4.0' IL-1-T GON2 (2)NO T916 IOmmo 10000 10000 4.6 V- T (2)n MIN2 Seel 1000E 10000 moo, 4-B 3.4'ST (2)1 (2)n an, b000 10000 14 a 0'T C)5 (2)n 9011 Sol Gas 5-10' 4.VT'2)5f1n 'Ilan NAMO btm66< 'STS (2YV (2)n IHYM.m m0a %dlT(I)µ G)n N'tt0 '®d00 53b68 5-4' ST (2)V (2)n %30 10000 5021 b000 16' 61. RECAST C) `4 C) N? I1408 Mel I %48 Ise 1-1 6.4' PRECAST (2)4 (2)1 11 968 nb2 1326 B 0 I.-,, PRECAST (L4 (2) IS NIS Tell 3325 6661 B-A INC. PRECAST (D•4 (2)n 5%4 VSM W31 6091 li0 11.1.FCAST RE T1 (2)n 4561 5066 2% Pill 10.6 9.2 RECAST MINA (21n 3526 3844 or 3663 Ill m-0 PRECAST Me WE, 32W 32W 521 30% 1-0 10-6 PRECAST (2)5 W5 2WO Zee G36 Ire 11-6' 114 LAST IV AN IV-3 2115 7116 I2n 245 13 4' Iz 0' PRECAST (2)5 D) 5 2416 246 Ni 266 14 0 12'A'-8' PRECAST (L5 (2)5 2511 2671 MI 4.8 1410' PRE6TRES6ED (2)•4 (1)n 2611 2B1 Us 116 KO N37 15.4 a- ' I 0 T PRE6 RESEED r1n< ! )n 3616 3616 4 16'-0' FiRe"Reet, M-4 0)•2 }023 ]033 9b lot2 "' T11 19-4 IRE-0' PRESIRE66ED fD5 (UNG AB es I®-0 IRE-B' 1RE61RE56ED (1)5 f1)5 Me 4% 3% 163 20-0' PRESTRESSED (1)5 (Ills BO 005 8 }]-0S N I0-8' 1 PR THE%ED (D 3 Utz 3n 2 24.0 22-8' FRE6TRE95E0 l2/5 (2) IS 104 v IIDW 366 52t TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 6" LINTELS LNTEL LENGTH CLEAR SPAN LNIELTTFE LIVE. STEEL PLAN CAPACITY GAPACIlY GRAVITY CAPACITY (mnL III GRAVITY CAPACITY OAL (REM UPLIFT CAPACITY (InL (Inu UPLFT CAPACITY mnL (gnu BOTfCM BAR 10P BAR 6 n 3.1. 1.2' LAST 12)1 fI) i513 %5 en 24E0 2480 4 0 2 8' CA57 (2)n 11)a I'll An 1425 I563 I%3 44 3-2' PRECAST '2) IS On 819 1151 1151 AMA HIM 4-0 94 PRECAST '2n (Dn a6 1081 10s1 5% 5-4 a m• CAST a) 5 ¢) n 6% aim ve III, 9.10' 4-6 _ CAST (2)5 (2)n 59 BDl 503 Se 6.4 50' FR I (D"4 ain AN 11 141 115 b 6 5 2' PRECAST (2)4 (2 416 ills 119 lam 11-1. 5 4' C T FRE A6 (lln 4 % be be bw 16 6 1• PRECAST 0)•4 ( )• (2)IS 3Bt 525 Ir.,. b-4' PRECAST (1)4 (2) IS 3b 668 as %B 499 e-0 6-e' PRECAST O (9n %3 536 536 412 j B-4 1 0' PRECAST O (2)n e4 Bar Bon AT 9 4' B•0' PECAST C 2% 435 4% 316 10 W 9- CAST 4 GJ'S 245 311 3V 239 11.4' 10-o' RECAST '5 (Dls 218 345 SHE in 1'-0' 10'-6' RECAST VIE Oils 2m] 282 IN n3 IT-W T-T PRECAST M 190 243 243 01 13'd" 4' PRECAST ) 151 NO 192 BO 4'-0' -0' RS:CISi (215 1% 160 161 Be TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 6" RECESS DOOR HEADER LINTEL LETKIH GEAR SPAN LINTEL TYPE LNTEL STEEL WPILLEP GRAVITY CAPACITY GRAVITY CAPACITY fln Cal GRAVITY CAPACITY fU 1. rIn3 UPLP CAPACITY MIL(InU UPLIFT CAPACITY f115L(2n BOTTOM BAR TOP BAR 3-e 3.4 PREC i 2 (2)n 136E *SI I ii 4'-0' 1'-1. PRECAST (1)n ()n 1131 1415 425 I1 I%3 4'-2' T-10' PRECAST QM 12)n 1042 131E 1320 Ills IS 3' -V CAST dl (2) `2 5N I2M 12M 15% 596 4'-8' 3L4' PRECAST (2)n (VI 006 1"I 10BI B% B% 5'-B' 4'4 RE FCA6t (2) IS n 590 846 BW 1003 1011 3'-1. PRECAST 0)4 n 458 be 693 as ISO 6'-4' PRECAST (7)N4 O)NI 315 568 %B 4A 64l TH' PRECAST (2) 4 (21 n 316 4E0 4B0 315 Nb SCSI 8.4' I es 201 412 25, CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: B.I. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 6PECIFICATION OF THE NATIONAL CONCRETE MASONRY A55OCIATION AND ACI S30-08. 32. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PAI 33. MORTAR $HALL BE TYPE S. 4. STRUCTURAL. 4.1, SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING C059 RESIDENTIAL, 67H EDITION (2011), SECTION Rr Oill OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014),. SECTION 2104,1.5 (1) #5 CONTINUOUS 316 i-8'X76' KNOCKOUT BLOCK 000 PSI GROUT PLACED IN FIELD) ;er •• TOP BARS: i�"• SEE SCHEDULE (1) #5 CONTINUOUS 7/32' STIRRUPS AT 4'-0' cc (ThIED OR WELDED) lDm •'.4n BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST (1) #5 CONTINUOUS 316. / 8"X16" KNOCKOUT BLOCK °11 r TOP BARS: • •' SEE SCHEDULE I • I ' (1) #5 CONTINUOUS 7/32' STIRRUPS AT 4'-0' cc uip3 r .•. (RED OR WELDED) -��_.. (2) STRANDS 7/16--- 7 WIRE STRESS RELIEVED 270ksi PRESTRESSED CABLE 8/16-S-0) 1 #5 PRESTRESSED 3a, 3i' � : lZ1��f1�fLf1 8/16-S-(1) #5/(1) #5 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRA/li CAPACITY (mnL nnu GRAVITY CAPACITY (II5L (Inu UPLIFT CAPACITY (UNIL (nu DRIFT CAPACITY (IRiL f1nU Sol BAR TOP BAR 2 10 6' PRE CAST D n )n Now Io00o I0009 0000 3 6 2-I' PRECAST - Sol b213 1000ID 1=0 A.1.2-V PRECAST OVN2 (Ln Oil 10000 4 6 RECAST GI (2)n bN 6EN lm 10000 10000 vm .4 8 SIAN 3'-4' PRECAST (2)1 6%4 Iabit Imm &"p 4'-V PRECAST 0)115 (Ills C)n (11n 1MA Rol 1000o 000 a, 5'10 4'-1. PRECAST (L.4 (2 n B94i 10000 1916 187E 10000 5'-0' PECAST (1)•4 (2)n 10000 Im00m 6528 Woft 6-6' 5'-T PRECAST (N)A (2)n 10000 61% �m¢m mm 6' B' S'-4' PRECAST !21 V _ (2)n 10000 oliN I0090 1 l6 b'-21 PRECAST (1)•4 (2)n %B 10000 45 4240 ses %b l'B 6'-4' PRECAST (L •d (An BIR 10000 4240 8491 a -ci 64-e PRECAST (L n4 (Dn 1436 I0mm0 3%3 721 B 4' l-O' PRECAST (2)4 (2) IT ON 10@00 3516 7050 9 4 B-0'PRECAST (2)N (2) IS 5215 6983 2121 590 106 V'2' PRECA6i e2)4 (2)n A% O soil 26N 42A8 I I4 IPRECAST (2)It 1113 441 4121 n63 35M 0.0 10'-e' Real IV OJ3 SIR SIR PA9 3110 PRECAST (L 5 (2) 5 34U 34tl 411 IBA 0 4' I2'-m' PRECAST (2)5 (ENE nw TAB tlb 2516 Al SIV CAST (2)5 (V No 2131 2131 1008 zIbe 14 =81 1314' FRESifE80ED f2)-411. 3131 3231 l49 1484 15 4 14 -V PRE 9 (2)4 (1)n 22M 22W 6% B55 4 IS'-0' 5 fL4 - (Ln (SAL 5 4' IRE'-0' FREBiE%ED fL5 2)IS 013 IB13 1813 SID 426 4 10.0' IRE'-B' PRESTRESSED CONS (25 I' 6 39l Sal 1% 21 4' Y0'-0' 6 % FRE iRE ED f215 2)3 W 1 948 649 ]]-0' PREBiRE%ED fU5 (2)ls } g tale' A-B' 22'-B' PRESTRESSED (1>5 f1)9 1141 1141 1i4 544 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 14" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAY LNTEL TYPE LMTEL STEEL GRAVITY CAPACITY (mnL nnu GRAVITY CAPACITY Cl Cl PUTT CAPACITY (IiI aU UPLIFT CAPACITY 0AL DnU B07MDAR FOR BAR -2' PRECAST (SNI 5014 WOOD I0000 Im000 4 -0' 2-V FINFUNHA (I)n (2)n %51 corm. I440 Wool 3-14 PRECAST (2)n f21n 3141 101I ESP 8218 d'-8' 3-4' RECAST (1)n 0)n 2510 6231 5B 7216 4.0' PRECAST CIS (2) N? 4111 441 31b9 Am 5-10' 4.1' PRECAST IS)3 Mn 3344 n64 Dees NO 5'-0' PRECAST (D •4 (2)n SOM M38 2%a ffils RECAST (2)4 }%I 2%I ]393 40 6 Wi F-2' S-4' PRE CA97 !J) 14 (2)n 2T30 213E 1M IBA 0' 1-6' 6-1' PRECAST (2)b (2) `2 RIDS 2193 1119 2309 1 -8'FREQAST (2) V 2108 2100 )645 NIS 8:0' 1 6-IS 1 FRELA57 MINI R!"I lei 494 20% F-4 1 I -0' I RECAST (W •4 INS S25 B63 918 9'-4' F CA81 (Il ea (IA an 1511 1054 I 10.6' NN; PECAST !2)4 (yn 1265 Re son 1324 RECAST (2)5 Ills 1Da ble IW PRECAST G)5 (2) IS LINT Oil 564 en T-6' II'-2. FRECA6T Cis a% We 541 101E 13'-4' 12'-0' FFECA6T (215 (2)ls 90I SO2 465 W5 I4'-0' tl'-8' PECAST (2)5 OM 842 B4] 414 %e TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 14" RECESS DOOR HEADER LNTEL EI'GiH CLEAR eNAN LINTEL TYPE LM cL 6111 GRAVITY CAPACITY (mnL hill[ GRI CAPACITY (InI. (Inu UPLIFT CAPACITY (III UPLIFT CAPACITY (I 5LC2)SN 00TIOM EAR TOP BAR 20 9 0 Pi 2'-W RECAST (Dn (2)n 3651 wm0 I44m I0000 7'-10' PRECAST (2)12 (2) IN? 3306 846, 6143 10000 4'-4' 3'-1. PRECAST 01 0) n 3000 Bin l 609 S%6 4-B' 37-4' RECAST i2)n (21n Bill 9231 550 I25 5 B' 4'-4- PRECAST IS (11n 5514 %l0 3211 1042 6 B' S'-4' PRECAST (2)4 2 n 2159 2138 225E 2A5 PRCAST (LN (2 n 2108 2106 INN 1215 V-V 1' -4' P ecol M4 2 1005 No 1241 Ile 9'-8' 8'-4' 1 PRECAST Oil;, III UTF21 fib W%. 914 1505 31. 16 ^IN •4 • � arro aliRO � . w NHU 1�. 8/14-S-(1)_ #5/0) #5 3 Q, 84 A R C H I T E C T S Design Grou INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD FIN. 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �v��oomvvv� IUBDIV. & LOT: OAKLAND LAKE (LOT 29) MODEL 1452 Vn 11n00- 01 PROJECT#: R5025.029/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 2/5/19 3. 1 Or SQ.FT. CALC.'S 15T FLR. LIVING 1,452 SQ. FT, TOTAL LIVING ENTRY LANAI GARAGE 1,452 19 50 393 SQ. FT. SQ. FT. SQ. FT. SQ. FT, TOTAL 1,944 SQ. FT, CUBIC VOLUME: LIVING 12,632 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-S' BRG. LOAD BRG. WALL NON-BRG.WALL 00WObEQT AND CLADDING WIND LOAM BASK: WND EXPOSURE FOR 3 SECOND D GUSTS CALL i IZE WNL/DR 3DTii 160 MPH WIND FOOTAGE DESSK,1NATION W HEHEIGHTZONE 1 112 Ill X 1-0' n2' 84' 5 21l -44.03 OHI 2 20 3066 DR. 36' 80' 4 30.64/ -30fo4 3 11 25-514 38, (03, 4 32.31/ -42b2 EGRESS 4 11 ETEMPS 38, 63, 4 3231/ -42fo2 5 42 5068 SGD 14' 80' 5 2ai -51.09 6 11 25-SH 38. (03, 4 3231/ -42.62 1 11 25-SH 38, (13' 4 3231/ -42b2 8 11 25-514 38' (13' 5 30b4/ 471.16 EGRESS 21 11 25-614 38 (13' 5 F 30b4/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT-160 / VASD-124 MPH B. INTERNAL PRESSURE COEFFICENT-+ .IS C. RISK CATEGORY -TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE VUIt DESIGN WIND SPEED. FBCR, ii ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2'-0" 1'-0" DEL. TOP Q PLATE N 2x6 WOOD FRAMED s 16, or — CABINET SECTION 0 BM er.vml�.M 10'-O" 30'-0" a' 011 11_0 @ 1 @ LANAI L I 8'-r10'x10'-0' I 8'-8' CLG. a'-10" 14'-2" 31_1 @ r I I r I O I HB O O O 5(O68 SGD 25-SH 25-SH EGRESS ■ ■ ■-■ ■ ■ ■ ■ ■ ■-11 NR ri !Lu IV/TIC DINING GREAT ROOM O a 101-0'x9'-0' I 14'-O'xl'3'-4' ■ 8'-S' CLG. 8'-61 CLG. I OWNER'S SUITE I 14'-0'x13'-4' v 9'-0" ro I yyµ��} I OWER HEAD ®6' 8' AFF. y° II I OI ° II N I r i a 3'-011 g > �j` I 3 -2 10" 2'_a° 3 _2 5'-101, 4' 8" 3 _6^ 4'_4" 5'-2" `/ II 2 8 v i KITCHEN "s 3'-0 ;n w s'-a' cLG. RIT O AD OUT WALL n x 12 AFF. '. I ■ i OPT. m c0 I'8 CD iit I ~III a S 3SH I j�11 11 I U-o 2x8 V A/C U: m �Ll l SHOWER HEAD —U I e i � T, &I W.I.C. v ■ ®6' 8' AFF. LLl I b i N I e'-B' cLG 0. BATH @ 8.51 GLIG m N r v TUB I � I_:� I- - - - - m ■ m �- IR-ISH BEDROOM 3 10'-O'xll'-0' 2-b -'C)s w/H BOLLA O e'-e' cLG. E-F 4 -1 36'x22' I ATTIC I COND. • ■ L ACCESS U �114 ■ @ (L c 7'-4" 3'-10" 5'-6' 4'-8" 3'-6" - 1'-S" 1'-6" 6' t BF. R/T 3-0 RA.Cs i I FOYER u l� M 3 e-a' CLG. i i 4' 1 W 2-6 L---J I 68 IR ISH 2-CAR GARAGE .�9 ■ R — � ■ IS'-0"x20'-0' q M.T 8'-8' CLG. - O i ELECTRICAL@ PANEL ENTY T-/ — B'-8' G. 13' 2" 2'-10" — — — — 21 ■ �_ ■ I STRUCK BLOCK HB BEDROOM 2 m I GARAGE WALL e � 1 I6'-0' X 1'-O' OHGD O ■- ---� ■ ^-■- ---■ NM 25-514 IN is - - - - - - - - - - - - - S O EGRESS 2' 4" 2'-4" I _all 16'-0" a 16'-0" 4'-8" Zi 40' - 0" SCALE: 1/4 - 1'-0' ELEVATION 'A' BM Gi A R C H IT E C T S Design Grou INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �""IIIIII ��o��o0vvoo� E 8 O SUBDIV. & LOT: OAKLAND LAKE (LOT 29) MODEL 1452 XXX00- 01 PROJECT#: R5025.029/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 2/5/19 -1 /4"=1' - O" 12 51 0'-S' BRG, HCaL ---I -_--I - _- I'-O'l HGT.h b' W. SCORED LME 1113 ITYP) TEXTURED CEMENTIOUS 00 COATING PER (ASTM r C926)(TYP) 0'-0" FIN. FLR, (TYP) I —I I —I I 01 I_) III�UI� �i��l�l FRONT ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'A' BRCS. HGT. b' S" HDR. HGT. �- O'-O' FIN. FLR.h OF'EN V -8" BRCS. H� Co'-B' HDR. HCsT.� 0'-0" FIN. FLR. a SCORED LINE (TYP) -S" BRG. HGT. S'-S" BRCx. HGT.oL - -0" HDR. HGT. �-TEXTURED CEMENTIOUS COATING PER (ASTM _2" C92(o) (TYP) Lo j�0'-O" FIN. FLR, 5 OFF -RIDGE VENT 12 5 OFF -RIDGE VENT ATTIC VENT CALCS EA OF ATTIC 1864SQ.n NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SQ.Ff. REQUIRED VENTILATION AREA (6.21 x 144) 894.7 KIN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 447.4 SQ.IN. OFF RIDGE VENTILATION AREA 116 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 189 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ.81. REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 IF 12 5 oa'-a" BRG. HGT. I — ro'-a' HDR. HGT ------_--- _--- _ ■ ILI Ll TEXTURED CEMENTIOUS COATING PER (ASTM C926)(TYP)� _-----_-----_—_—_—_—_—_—_—_ 1 OI�G'-8" HDR. HGT. O'-O" FIN. FLR. `r _ O'-O" FIN. FLR. _ TEXTURED CEMNTIOUS COATING PER (ASTM c92(o) (TYP)--- --------------------- OFF -RIDGE VENT Li ------- LEFT ELEVATION SCALE: 1/4 = I'-0" ELEVATION "A' 5�- OFF-RIDGE VENT ------------ TEXTURED CEMENTIOUS COATING PER (ASTM C92b)(TYP)----\ RIGHT ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'Al SCALE: 1/4 = 1'-0' ELEVATION 'A' '-a" BRGz HGT. T 0" �6'-8" HDR. HGT. -0 i,.N- oO'-O" FIN. FLR. BRCS, HGT. oO'-O" FIN. FLR. A R C H I T E C T S Design Group-INC. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 �"IIIIII"I ��o0oovmomm V lO SUHDIV. 7LAKE T:OAKLAND(LOT 2 MODEL: 1452 xxxoo-ol PROJECT#: R5025.029/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 6 � 201 D E: 2/5/19 C :1/4"=1'-O" EET _ 5 OF 8 CONNECTOR SCHEDULE CON RO_ DATE mT-01-5 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -IS, 1450 HTA 16-I8 400 (1) 10d x I In. I -PLY, (6) Sd 2-PLY, (U5P. (10) 10d X I In - NO Ibd OPTION) (2) META-16 980 (2) HTA 16-IB 2800 00) 106 x 1 14. HPLY, (USP: (10) 10d x I IQ') 19m0 (14) 16d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 16s /8) IOd x I ILL' HPLY, (W Sd 2-PLY USP: (10)10d x i ILL', NO Ibd OPTION HETA-20 1SIm HTA 20 I&S (9) IOd x I In' I -PLY, (8) 16d. 2-PLY USP: (10) IOd x 1 ILL', NO Ibd OPTION } (2) HETA-20 2035 (2) HTA-20 3110 (10) 106 x i IQ' NPLY USP: (10) 1Od x I In. 2500 (12) 16d 2-PLY (USP: NO Ibd OPTION) z 0 LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 114' LLB, WOOD (16) IOd V) DETAL-20 2480 NO USE CONVERSION FOR EMPEON PETAL-20 (0) - 10d X I In, I PLY MGT 39b5 MUGT 4000 (1) 5/8' ATR M WIGW STRENGTH EPDXY (MM. 12' EMBED), (22) IOd TO WOOD (U6P+(28) 10d TO WOOD) HGT-2 1m9bm HUGT4 9365 (21 3/4' ATR M HIGH STRENGTH EPDXY (MM. I]' EMBEpI, (16) 10d TO WOOD (USP: IWOD (8) IOd> NGT-9 10530 HUGT-3 9365 lD 3/4' ATR M HKd! STRENGTH EPDXYiMM. 12' EMBED); (Ib) IOd TO U.00D (USP: WOOD (6) IOd) LGT3-6D525 325S LUC-T-3 5330 1121 SD8 I/47Q N' TO GIRDER (4) 318' x 5' TITEN HD TO WALL NSP: GdJC. (4) 3/B' X 5' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 106 x I -IQ' (U5P: (10) Imd x I ILL' VGT 4S40 NO USP OONVER6ICN FOR SIMP60N v T (1) 5/8' A.T.R M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-5DS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERNON FOR SIMPSON (2) VGT) (2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MM. V EMBED), (32)-SD8 1/4'X3' / 2 PLY MT5-12 1000 MTW 12 1565 (14) IOd x I ILL' (USP: (I4) 106 x I IA', (14) 10d1 HTS-16 1150 HTW 16 1660 (16) 10d x i IQ' (USP: (16) IOd x I ILL', (16) led) HTS-20 1460 HTW 20 2045 (24) IOC x I In' (U6P: (24) 10d x I In%R0) 10d) HT6-24 1450 HTW 24 2m45 (24) Od xI VP (USE:(24)]Od x I In',(20)[OF) L5TA-12 625 LSTA 12 970 00) Tod USP: (10) 10d LSTA-IB +« 1235 LSTA 18 1360 (14) IOd U6P 04) Od MSTA-IB «+ G15 META-18 1315 (14) IOC U6P: (14) IOd N MSTA-24 + 1640 M51A-24 1150 (18) 10d USP: (16) 10d a- MSTA-30 «« 2050 M5TA-3O 2140 (22) 10d U5P: (22) 10d Q [ifMSTA-36 + 2050 MSTA-36 2525 (26)10d U6P: (26)10d H MSTI-SS 3800 KSTI 236 3090 l36) 10d x I I!t' USP: (36) 10d x 11/2' (n M6TI.48 5065 KT51 246 4250 (45) [Od x I ILL' U6P; (AS) Od x I ILL' H6 950 LFTA 6 1595 (w Bd TO PLATES, (8) Bd TO STUDS (USP: (16) Sd x I ILL', (I6) ed) SPA SSE SIFT 4 SHE (6) 10d s I ILL' TO STUDS USP: (6) 10d x I la'TO STUDS A34 3% MP 34 410 (4) Sd x I IA' TO BEAM, (4) 6d x I ILL' TO POST. USP: (4) Sd x I IQ' TO BEAM, (4) Sd x I In' TO POST. HOP] 645 HHCP 2 1070 (12) IOd x I ILL' USP: (10) 106 .1 ILL' TO TRUSS, (0) 10d X 112' TO PLATE HIOA 1340 RT 16A 216m (IS) 10d x I In. USP: (S). iOd x I ILL' TO TRUSS, (a) IOd X I ILL' TO PLATE VGT ( HDU4 4565 PHD 44 4535 (*6 SDS V4'x3' TO WOOD,.(10)-SD6 1/4'x2 ILL' W/ THREADED ROD, (2) NUTS/WASHERQ PLY U6P: 5/S' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, nO) WSW WOOD SCREWS VGT a HI 4940 FOX 10 5110 (IS,)-SD8 1/4'x3' TO WOOD, f3)-3/4' STUD BOLTS W/ THREADED ROD. (2) NL'T5NAeFERRPLM U6P: 1/5' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY (4) I/V THRU-BOLTS ABU 44 2200 6665 FAJ 44 2535 6715 (I) 5/8' ATR. IN HIGH STRENGTH EPDXY, (MIN: T EMBED.) IN CONC. (12) 16d TO WOOD USE,: SAME AS 81MPSON ABU 66 2300 12000 PAU 66 2535 13515 (V 5/9' ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (12)166 TO WOOD USP; SAME AS, SIMPSCN V) LTTIB .. 1340 LT5 19 1205 (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC, (e)10d TO WOOD USP: SAME AS SIMPSON 0 LTT20B «+ 1600 LTS 20B 1105 (1)C. K' A'R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CON, 0OAOd TO WOOD USP: 3/4' ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 106 x I ILL', 2-ILL' am (� HTT4 4455 HTT45 4465 (1)5/8° ATR, IN HIGH STRENGTH EPDXY (MN. -P EMBED,) IN CONG, 08) SD90 X 1 In' (USP: (20) Ibd X 2-fa') USE HAS MORE NAIL OPTIONS: (20) 1mcl, (20) 10d x 1-IR', (20) 160 x 2 In' Z Q HITS 5090 HTT45 5430 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN GONG., (26) 16d X 2 ILL' (USP: (20) 1" X 2-n-) U5P HAS MORE NAIL OPTIONS: (25) 10d, (2S) Imd x -ILL', (20) 16d x 2 In' HHDOII-81D5 25« 11,510 UPHD 11 1209m (1) 1- ATR. IN HIGH STRENGTH EPDXY, (MIN. 10' EMSEOJ IN CONC., l24) $OS Y' x 2h' WPOD SCREWS (USP, (24) WI WOOD SCREWS) HDM5 6645 TDX 1m 5110 (1)1/5' A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 10 BOLTS) U) MBHA 3.56/II55 3415 5330 NFM35x12U 3165 ISO SIMP50N: (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6]5' EMBEDMENT) IN CML. TOP, (1)3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CHU. FACE, (IS)IOd TO BEAM U6P: (V ILL' J-BOLT W/ MINIMUM bi EMBED. I NOT LE58 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA I➢U RAMSET/REDHEAD DYNA BOLT 61-EEVE ANCHOR OR E2 W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. -1 L i"1 HU5C412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2530 (PLR)_ (10) Ibd TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) - 9225 (ROOF) Z = HUC410 (CMU) 1610 5085 HD410 IF IS05 3115 (IS) 114' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP; (IB) 1/4' x 3' W63 SCREWS, 00) 10d TO WOOD. HUC210-2 (OMIU) 1510 5085 HD210-21F 1505 3115 11811/4' x 2-3/4° TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (15) i/4' x 3' W63 BCREUIB, (10) 10d TO WOOD PUC210-3 (CMU) IBIO 4000 HD210-31F 1905 3115 05) v4' x 2-3/4' TITEN (9 PER FLANGE) TO CHU, (10) 10d TO WOOD: (UBP: (16) 1/4' x 3' WS3 SCREWS, (10) Imd TO WOOD L6UM26-2-5D6 1430 5555 NO U5P CONVERSION FOR 511-IPSON LGJM26-2 6C5 IF) 3/8 4- TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I/2' SDB SCREWS TO WOOD HIGH STRENGTH EPDXY : 51MP5ON 'SET EPCXY-TIE CONTACT THE ARCH'TECT/ENGINEER OF REOCRI- `OR WRITTEN APPROVAL PRIOR TO 5U95TITUTWG FOR SIM'LAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN O.M.U. WALL MJ5- r�E F LLED 50 , GRO.,T. - ICE COMMON NAILS CAN BE 6U5S-f-U7ED WITH IOd x I I/2' NAIL6 'N CONJUNCTION WITH A 23N RED,17 ON IN THE A-CLAB'_E LOAD, WRITTEN APPROVAL FROM THE 4RCHITECT '5 REQUIRED FOR 7I-15 APPLICA^ON PRIOR TO INSTALLATION N MINIMUM EMBEDMENT INTO THE TOP CF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T w F- AiR = 4-301 ALL THREAD ROD (SIZE, PROTECTION Tl' E, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARETY OF MATERIALS, LOCATIONS, AND CONCIT!ON5 THAT MAY AFFECT Co•,NECTCR. THE CONTRACTOR MJST BE RE5PON516LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 18 JSED, WHEN U51NG 6TAINSE56 STEEL CONNECTORS, USE STAINLE66 STEEL FASTENERS, WHEN U51NG Z X / FOG GALVANIZED ANIZED CONNECTORS, u6E FA5TENER9 GALVANIZED PER ASTM-AS3 USE OF EX-AN61ON ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MJ57 HAVE WRITTEN APPROVAL FROM T�= ARCHITECTrNGINEFR OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES EASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C-6A5-2012. EXTERIOR MASONRY WALL 1511 HEIGHTS 0 8'-$' SRG- LOAD 5R3, WALL NON-50 MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-0' UNO. 4'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N,O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5, HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6, CONT. STRUCTURAL SHEATHING TO BTM. OF FIR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND, FLR. LINE (2) META-16 c„ F J2 L2C1 LI LI JI J3 J5 C4 J2 r r r r r r r r r r r r m m 7 7 7 n J3 J5 ID P � 1 SCALE: 1/4 = 1'-0' ELEVATION 'A' 51 52 53 546; J4 J2 o� 6 (2) META-16 A R C H I T E C T S Design Grou INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �III'lllll� ��o��om0000� SXYBDIV. & LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 XXX00-01 PROJECT#: R5025.029/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA DA (E: '2/5/19 S EET 6 OF ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOv DUPLEX RECEPTACLE IFLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED w/ GROUND FAULT INTERUPTER (TAMPER RESISTANT I RECEPTACLE TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQWFPED W/ GROUND FAULT �(I RECEPTACLE MTERUPTER (WEATHER FROOF) SWITCH 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y(.)( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- K KEYLESS � LIGHT FIXTUR- E �RCV.P. VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SD SMOKE 5ATr. BACK-UP W/ HARDWIRE DETECTOR MTERCOWJECTED CARBON MONOXIDE GATT. BACK -up W/ HARDWIRE DETECTOR MTERCCNNECTED CEILMG BOX REQUIRED TO BE O J BOX SUPPORTED IN ACCORDANCE W/ BOX MARdCED AS SUCH FOR NSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45.602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (.4) 14,241 TOTAL NET GENERAL LOAD 24,241 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEATI 10,450 TOTAL LOADI 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE (3) 01 THHN/THUJN COPPER CONDUCTORS, (1) 0 6 THHN/THUJN COPPER GROUND IN 2" CONDUIT. TRANSFORMER BANK: 5OkVA VOLTAGE: 1620/13200-240/4WV NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDES (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 193SO amps CAN POWER COMPANY 200 TRANSFORMER AMP. PHONE / DATA WEATHER PROOF BOX SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 �4M� ELECTRICAL RISER PROVIDE NCOPPER CONNECTED TO CONCRETE ENCASED D FOOTER STEEL AND NOTE: GOLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. P} JAO DED.20 AMP OUTLET FOR M. WAVE CABLE / TV WEATHER PROOF BOX COACH LIGHT SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro u p.com AA #: 0003325 r � �nunnn LmomCo0oo9 E 8 0 SLTBDIV. 8e LOT: OAKLAND LAKE (LOT 29) MO DEL: 1452 XXX00-01 PROJECT#: R5025.029/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAT : 2./5/19 SCALE: 1/4"=I'-O" SHEET 7 OF NVR - Business Use Only Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit # _--__-_ -. Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model It Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact # 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3). Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 NIA Use Y." Tapcon with sufficient length to achieve a 1 Y" min. embedment with 2 Y" minimum edge distance Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange JFL 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 Y", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor spacing Max 18.5" 0 C Garage Doors +25.91/-31.39 +36/42 Clopay 16x7 model 73W6 FL 16546.4 N/A Jamb to block on vex tical jamb 1/4" % 1 f 4" min embedded Tapcon. Max spacing of 71 2" and 1" OD steel washer required. Hurricane Protection N/A +40/.40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, 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 I T E C T S Design Group`INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nnmai ��eoommvomp STJBDIV. OAKLAND LAKE (LOT 29) MODEL: 1452 XXX00-01 PROJECT*: R5025.029/000C PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA D E: 2-/5/19 AT: 1/4 11 =1 1 - 0" EET 0F 1115 REBAR VERTICALLY CU 5 MBAR VERTICALLY W/ CONC. W/ CONC. POURED CELL (25' MIN LAP) POURED CELL (25' MIN LAP) R-4.1 MSUL. MIN TEXTURED CEMENTIOUS COATING Z 6' CMU ? J w _ PER (ASTM C826) !TY'P.) e' aMu- 4 j 20 - N F= 1/2, GYP. WL. BD. � O CURB HEIGHT VARIES 0 _ WOOD BASE w ZF4-1 z3 4R' CONC, W/ °? MESWI.4xWIA UALF OR FIPERME6H ON OR FI 3 I/2• CONC, REMF. W/ 6'Wdb-MIL POLY ETHYLENE VAPOR = _ WI.4xW1.4 WI.F OR FIBERME6H BARRIER ON WELL -COMPACTED ON 6-MIL POLY ETHYLENE CLEAN TERMITE TREATED FILLVAPOR BARRIER ON Z W Z W HELL -COMPACTED CLEAN TERMITE TREATED FILL ECESS T 4 4 4 m (2) 5 REBAR ON CHAIRS U-0� REBAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL AT GARAGE C LE / •1-0SCALE; 4 iarT�o WALL BEYOND WALL BEYOND 3/4' RECE$$ FOR PAVERS GARAGE DOOR 3 U!' CCW, REW 1116146• z UAAJA W1F OR F SERSW ON L $-MIL POLY ETNYLEB VAPOR w -�-, BARBER 0I ELL-00MPAC7ED CLEMI MWRE TREATED FILL io I I �� . I I 31/2'CONC. REINF. W/ 6•xb' 1/2' I/2'CONG. REINF. W/ b'xb' a _ _ _ WIAwUTA ULF OR FIBERMESH ON PAVER 6-MIL POLY ETHYLENE VAPOR A WUF OR FIBERME6H ON BAD BARRIER ON DELL -COMPACTED MIL POLY ETNYLENE VAPOR LEAVE LLB-COMPACTEDI�-0. V4'b' 5 MBAR ON CLEAN TERMITE TREATED FILL FOOTINGATED ERNITE FILL CHAIRS BEYOND <U 5 REBAR ON CHAIRS T- 0ECESS FOR PAVERS mw EXTEND FOOTING GARAGE STEP-UP WDER PAVERS REBAR ON CHAIR$ NON -BEARING GARAGE DOOR FOOTING SCALE,WO.O' PAVER RECESS @ ENTRY DOOR SEE MANUF.PRODUCt DETAILS FOR REQUIRED SIZE AND DEPTI z OF RECESS FOR BGD. TRACK E w 4vAP[E5 FINISH FLOOR - lD 5 REBAR SET IN SIMPSON HIGH " d s z STRENGTH EPDXY bEMBED. MIN. !2) 9 REBAR • I -STORY > L (5) 5 REBAR • 2-STORY _w, W d � OUTSIDE MBAR TO BE CONTINUOUS d ° 3 I/2' CONC., REINF. W/ b'xb' c - 41 WIAXWIA 14F OR FIBERMESH ON ` ° 6-MIL POLY ETHYLENE VAPOR d `°' BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL Y'-I' MIN. LAP SLAB AT S.G.D. 11 ECALE 1.1'-®' TYP. RETROFIT FOR r A OMITTED DOWELS -D REBAR LAP AT FOOTING ti SCd.-L�'/I rT— lJ SCALE, v.v TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM VARIES F'ER ELIE a = da C a i I CLEANCUT REQUIRED FOR INSPECTION F J0-0' FM. F-R. !U 5 VIEW. DOWEL ° LAPPED W/ BOND BEAM ° °c ° TIE VERTICAL REBAR !U 5 REBC AR AT OFNER$ -'° `a TO HORZATIONAL �. REBAR W/ 10' HOOK W/ 25' LAP MIN. a TYP. REBAR LAP HORIZONTAL/ VERTICAL C AT LINTEL CORNERS REINFORCING CAL . 1/2'•I'-0 1' SCALE, /1 -0' A R C H IT E C T S Design rou INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIII"III �ommv00000J E 8 AN W E O Cc SUBDIV. 8e LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 moo—o1 PROJECT#: R5025.029/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 2/5/19 *GALE: 1/4"-f-O" 1 MEET DI NOTE: K NOTE: LT SHIM AS NEEDED SHIM AS NEEDED 70 PLUMB JAMB. TO PLUMB JAMB. ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED' 8' CMU BLOCK 8' CMU 5LOCK--J L WINDOW/DOOR JAMB P.T. Ix4 or i'x4' MIN. DRYWALL ❑ Ix4 or lx2 P.T. NAILER P.T. Ix4 or i'x4' MIN. DRYWAL (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING EACH END and 9 18' O.C. MAX P.T. Ix4 or �q'x4' MIN: PER MFR'S SPECIFICATIONS PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (1) iy' TAPCON (MIN. EMBEDMENT I J') WINDOW TO BLOCK (+3/" or +%4") WINDOW TO BLOCK (+3") 8' FROM EACH END and e 18' O.C. MAX or DOOR JAMB TO BLOCK (+Y4 or +%") DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, 8' FROM EACH END and 4 g 18' O.C. MAX SCALE: r:r-m' 4E scALe: I'`I' °' MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 14" NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: 23 TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)TAPCON ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED J' (MIN. EMBEDMENT 1 J') 8' FROM EACH 8' CMU BLOCK END and a IS' O.C. MAX DRYWALL 8' CMU BLOCK DRYWALL I' or P.T. 2x (1) DRIVE PIN, 8' FROM EACH END and IEEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or �r x4r MIN. Ix4 or Ix2 P.T. NAILER 9 18' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKINGZ'—�'055 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 1' SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW a PER MFR'5 SPECIFICATIONS EACH END and a 18' D.C. MAX (ATTACHED TO BLOCKING 7 OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T.2x6: INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECUE TO WINDOW TO BLOCK (+1 Y") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MN. EMBEDMENTII 4') 8') FROM EACHS TAPCON 6TH EDITION 12011) DOOR JAMB TO BLOCK (+1 Y") THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 065) END and m 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4 B SCALE: r=r_0, w/ 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EACH END and METHOD PER NAILING SCHEDULE -ENGINEERED ROOF TRUSS 0 15' O.C. MAX7 MIN. SHANK SIZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 /6 ) MIN. HEAD 61ZE 300 (PER PLAN (R-VALUE PER ENERGY CALCS) LT NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT 141 SHIM AS NEEDED 4F SCALE: r=r-o' TO PLUMB JAMB. METAL DRIP EDG ' GYPSUM BOARD OR �' HIGH ❑ DO NOT EXCEED 4' 2x6 SUB -BAN STRENGTH CEILING BOARD P.T. 2x8: 8' CMU BLOCK SECURE TO BLOCK w/ (2) �&' TAPCON5 VENTED ONG. FILLED U-BLOCK w/ I' DRYWALL NOTE: (MIN. EMBEDMENT I J°) 8' FROM EACH ALUMINUM SOFFIT (U S CONTINUOUS REBAR P.T. 2x P1 R_ Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 8 IS' O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' 065 (4' WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT 6 ❑ DO NOT EXCEED 4' (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW:7 DOOR CASING 6 18' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS J' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 J" STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or �' OSB) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALLS) W/ b' TAPCON MIN, I ' EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL PLACE SILL (PER BLDR I. � J MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ lU 4' TAPCON GYPSUM WALL BOARD EACH END and 6 16' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I J') 8' FROM EACH ' TEXTURED CEMENTITIOU5 1)15 REBAR VERTICALLY IN 15 PER MFR'5 SPECIFICATIONS) END and 9 IS' O.C. MAX COATING MIN. (PER ASTM CONIC, POURED CELL WINDOW TO BLOCK (+1 /6) TEor C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 lib") STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (U DRIVE PIN, 8' FROM EACH ENE) and S' CMU P.T. FURRING STRIPS IV O.C. 4 C THROUGH NON-STRUCTURAL MEMBER (Ix or 1' 055) 9 18' O.C. MAX SCALE: I -I -0 16 MIN. SHANK SIZE .145 W/ 4' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 1 J' NOTE' WINDOW TO BLOCK (+3 %6") ° SHIM AS NEEDED P.T. (2) 2x6: EE DO NOT EXCEED 7 G �` To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) SECURE ro BLOCK w/ (2)4' TAPcoNs ONCRETE SLAB ❑ J 4G SCALE: I':I'-0' (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I J') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 6 18' O.C. MAX XTERIOR WALL FOOTING I' DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOW/pooR JAMB BLOCKING SIMPSON HTS20 w/ (10)10d NAILS TO TRUSS 4 6 18' O.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix l4 WIDE MIN.) (4) 4'X2 4' TAPCONS INTO BONA BEAM RE -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4 -I -fD DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOU5 BOND MIN. EMBEDMENT 1 J' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR J' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2350 lb BEAM BOARD (R-VALUE PER ENERGY CALLS) STRENGTH CEILING BOARD (2) 51MP50N HT520 EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 4' TAPCONS - P.T.(2) 2x8: RE -- -- STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-5TRUCTURAL MEMBER Nx or �' 055) for EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK W/ l2) 4' TAPCONS i {y (MIN. EMBEDMENT I J') 8' FROM EACH W/ ' TAPCON MIN. I J" EMBEDMENT INTO BLOCK and 9 16' OC - END ..MAX TAP�CONS MIN. or OPENING 22' x 30' MIN. \--WOOD CASING AT 51DE WINDOW TO BLOCK (+2 %") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 2' APART 6 18' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SCALE: NITS. r MIN. HEAD SIZE .300 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. 4D SCALE: r=r-m' S SCALE: V.S.MIN. EMBEDMENT 14° PER R807.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) A R C H IT E C T S Design p 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 IIII Allll ��s00000ammg SVBDIV. ae LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 XXX00-01 PROJECT#: R5025.029/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 2/5/19 SOALE: 1/4"=1'—O" 1 IT A R C H IT E C T S Design GroulTINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r i �mmn ��emoomoeo.� E 8 C^6+ W E SUBDIV. 8e LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 XXX00-Ol PROJECT#: R5025.029/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA DA *: 2 /5 /19 S EET D 3 VTCR of (U 6 EA V O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS C7 ECURE 2x(o MIN. TO BLOCK w/ (2)Yz' x 9' WASHER SE HIG ANCHOR BOLTS w/ 2' B T IN 5IMP50N or USP H STRENGTH EPDXY - (MIN. 6' EMBEDMENT) J - SECURE 2x6 MIN. TO BLOCK w/ (3)Y�' x VANCHOR BOLTS w/ 2' WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT o [c] GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU � x , GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS) B SECTION SCALE: N.T.S. V MIN. SLIDE /- PRE-ENGINEERED TRUSS J' GYPSUM BOARD OR I' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS m 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS Q 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL w00D STUDS SCALE: 3/4'=I'-0' _-PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR HIGH STRENGTH CEILING 0 BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) m 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE s 12' O.C. 3 W BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN, MASONRY NAIL w/ WASHER m 32' O.C. MAX, ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-0' (U REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)�' x V ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. (o' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design ro U ITINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �III"IIII� ��o�momaoo0� sUBDIV. 7LAKE OAKLAND(LOT 2 MODEL: 1452 XXX00-01 PROJECT#: R5025.029/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA FE9 p u 2/5/19 Sib/ALE: 1/4"=1'—O" 1 III 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/ %a" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED Q 7" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1,10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 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 055AROUND PENETRATION 1" OR LE55 PIPE PENETRATION 5TARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I 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 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61" (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: KT5. 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 FL45H 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. >� V TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 1 STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF 45TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLE5) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: KTS. SECTION TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. 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. (I2I-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD STU SHEATHI WRB 11 TAPED T SHEATHING w/ W1 #2 OVER TOP. Wf 02 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE III VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL m FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.T.S. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUR SPECS) 5"X7" 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.rsN.rs. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 4 6" Q HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 112 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X STUCCO SHEATHING X X X 4.. 4.. WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S Design ro u p INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��IIIIII I E 8 E O L C m i� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 29) MO DEL: 1452 XXX00-Ol PROJECT*: R5025.029/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA D E: 2/5/19 GALE: 1/4"=1'-0» SHEET E��T� VV /� $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN. STEP FLASHING FELT UNDERLAYMENT 5HINGLE ROOFING DRIP EDGE., OVERLAP 3" EXTEND 1/2" BELOW 5HEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTER5ECTION5 WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, 5TOP WRB APPROX. I %" ABOVE 5HINGLE5 SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER IA WRAP KICKOUT DETAIL 5 SGALE:NTS. Air A t/� �SCEIVE 1 COAT OF 5HER-CRETE --ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 8 SIDES OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 SCALE: N.TS. (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION 5EALANT ON TOP & 51DE5 ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY51LEND FOAM ("GREAT STUFF" OR 51MILAR) '—FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD A5 DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D15CONNECT WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOU5 BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. 5PECIFICATION5 APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5,Y" SEALANT e JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH' V A SCALE: N.T.S. PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" WOOD 5HEATHING— WOOD WRB LAYER #1, �01\15TRUCTION 5TUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WRB LAYER #2, WOOD- FORTIF15ER CONSTRUCTION BUILDING PAPER (OR 8" CMU APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WALL Y$" TO 1/a"MID-WALL WEEP SCREED 6" SELF -ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME VENT PENETRATION A SCALE: NTS. -WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) -METAL LATH 115' TEXTURED FIN15H 0 WOOD -FASTEN TO WOOD STRUCTURAL MEMBER 1" O.C. MAX $ Y$" TO V MID -WALL WEEP 5CREED -6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING -TEXTURED FIN15H e MASONRY HORIZONTAL WEEP SCREE] 7B SCALE: N.T.S. (FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 8 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECE5 TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEA5E LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX. WOOD 5HEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLA514 I SELF ADHERING FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STF'P 1 STEP 4 NOTE: ATTACH PER MANUF. 5PECIFICATION5 MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN 1" TO CORNER, APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE 5EALANT AT ALL JOINTS AND INTER5ECTION5 STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUF. DRYER VENT CAP (5ET IN CONT. SEALANT) SEALANT @ ALL 511DE5 DRYER VENT BLOCK 6 B 5CALE: N.T.S. 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 LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO r WOOD 5HEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-091 MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PU5H THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYPICAL WALL 5ECTION) METAL LATH EXTERIOR RECEPTACLE 9(')LELECTRICAL E: NTE. (FRAME CONST) STEP 3 STEP 6 A R C H IT E C T S Design rou INC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIIIII Lom0o0v�vo� E 8 �E s L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 X�YX00 _01 PROJECT#— R5025.029/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D E: 2/5/19 SCALE: 1/4"=1'-O" SHE�E��T� VV A2 WOOD SHEATHING WOOD CONSTRUCTION %4" HAT CHANNEL W/ Val' TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #I, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT - CEMENT PLASTER WRB LAYER *11 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AMCC-WFWC-100 J CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AMCC-WFWC-I80 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP A---(ORAPPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) C" 5ELF-ADHEREING FLASHING WRAPPED o CORNER OF CANTILEVER I,) x' , x— AMIGO AMC C-WFWC-78m CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD 5HEATHING SELF-ADHE5IVE FLASHING X X X x a d =-2= VINYL (OR APPROVED EQUAL) CA51NG BEAD 5/0" TYPE X' DRYWALL W/TEXTURED 4 PAINTED FIN15H a" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: METAL LATH: LATH TO BE PER FBC R103.11 / A5TM C-541-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 11 A SCALE: N.T.S. 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FA5TENED TO 5HEATHING @ I" O.C. MAX. WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) �, � CORNER BEAD @FRAME 1 @ ri BGALE: NTB. CORNER BEAD (FA5TENER 4 5PACING e 7" O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT � CORNER BEAD @ BLOCK SCALE: MTA A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII""II �v�mo�v■ov� E 8 v� N E r c L SVBDIV. 8c LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 MOO-01 PROJECT: R5025.029/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 2/5/19 J9)1','qALE: 1/4"=1'—O" 1 ME�ET� �� V V A!2D WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH s" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW FRAME, NO BAND 13A SCALE: N.T.S. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 71 WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLOpEp 8 THICK, 3 COAT VIEI) FOR CEMENT PLASTER CLARITY) WOOD SHEATHING WRB LAVER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBEP BUILDING PAPEF (OR APPROVED EQUAL; METAL LATH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP x, (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH "LODED a" THICK, 3 COAT Iu FOR aRITY) CEMENT PLASTER WIRE, LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CASING BEAD C WINDOW FRAME, W BAND 13B SCALE: rLTs. METAL LATH a" THICK, 3 COAT CEMENT PLASTER 6"SELF-AD HERING FLASHING DRIP CAP WINDOW FLANGE DRAINAGE PLANE (WRB LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO G WOOD SHEATHING 1 7- SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) g" THICK, 3 COAT CEMENT Yn' GAP TYP PLASTER GATING BEAD METAL LATH IX TRIM MEMBER 6 STUCCO TO TRIM TO SIDING TRANSITION WRB LAYER #2, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING _,� rirnr� '••�.�. fir. ,.; •', i� � `—WRB LAYER 01, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 8 STICK SIDING TO STUCCO CASING BEAD 1 `t BCALE: NTb. ( =ss-SECTION) WOOD SHEATHING METAL LATH WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD (EXPLODED VIEW FOR CLARITY) CASING BEAD C RAISED BAND FRAME 1 J SCALE: NiB. / SEALANT Y: GAP TEA METAL LATH CASING BEAD SEALANT i0 WINDOUI WRB LAYER #2, FORTIF15ER BUILDING WINDOW FRAME PAPER (OR APPROVED EQUAL) TWOOD SHEATHING WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP WINDOW FRAMEEj WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL B STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CAS►NG 2X FRAMING NAB` FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 4 BUILDING WRAP CI ry EZ BEAD WINDOW CASING � SCALE: N.T.S. WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY 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.a bdesigngro up.com AA #: 0003325 I�"'lllllll ��v�mo�0vv0J SvsDIV. 8e LOT: OAKLAND LAKE (LOT 29) MODEL: 1452 moo—oi PROJECT#: R5025.029/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA E. 2/5/19 ALE: 1 /4" =1' - O" V V L A CUT HOUSEWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP i u scALe: NTs. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT UIINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR TEMPORARILY t^' ^ "� SECURE HOU; ,P UNDE FOLD IN AT J, SLOPE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL I.75 n�0] NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & 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 6" SELF -ADHERING I OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY %` 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-5" VERT. END DAMS REQ'D. AT EACH END OF SILL " MIN. TEXTURED )EMENTITIOUS COATING )VER BLOCK JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW " MIN. TEXTURED )EMENTITIOUS COATING )VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING & APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRI1 INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) "1/5' a" MIN. TEXTURED CEMENTITIOUS COATING OVERFRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS 8") (MIN. THICKNESS 57) (MIN. THICKNESS e") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA ;MINIMUM STUCCO THICKNESS dal F, NT4 STEP 5 IJ 1 LJ l 0 3" MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA A R C H I T E C T S Design rou ITINC. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I�III'llllll E 8 E O .0 C O L sUHDIV. 7LAKE OAKLAND(LOT 2 MODEL: 1452 XXX00-01 PROJECT#: R5025.029/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA E: 2/5/19 ALE: 1 /4"=1' — 0" VV A5 A 5 M F a C� A J2 L2G Ll L1 J1 J3 J5 ABGL A7 AS A5 A4 A3 A2 Al A2 A3 A4 A: AE A7 AE C1 C1 C2 C3G J4 J2 10'-0" 30'-0" Kr J2 C 0 L N — — J1 J3 J5 c , va - — V4 TV iv o i c i B1 B2 B3 BaG J4 J2 o I -- R � - — J4 J4 — — — J2 -J2 J2 - APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT E77::] 8,-8,F ALL CEILINGS ARE FLAT AT BEARING HEIGHT +� SHVNa`�5 5I M TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 (D HUS26 © HGUS26-2 © THDH26-2 EQ HGUS26-3 EQ THDH26-3 NOTE: DD QD RT16A © CONNECTION BY BUILDER YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORlZA11ON FOR FABRICATION, 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL 8E MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIS-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. SIGNELL- TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE 'SCSI—BI Summary Sheet COMMENTARY and RECOMMENDATIONS I" HANDLING, INSTALLING a; BRACING METAL PLATE CONNECTED ❑REVIEWED AS NOTED fasclumm WOOD TRUSSES' (IN). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY O FOR YOUR INFORMATION $Omittala W rtaiewed for eonformemaa with design intent TRUSSES SHAH BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE Notolionsgeneral eCiz With CAIe{esato Documents DoallothAuthorize oetractsSumy. Clot Comments a TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. and/or does net relieve The S.schi with the Gatncta from compliance with the Contract Documents. The EWT TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE GRtracter is responsible for confirming and correlating all paatities, dimensions, tolerances, clearances, fabrication CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL ►reees9es, techniques and sequences of construction, I-�REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO compatibility of materials and materials cooidin on of thair F-4 HANGER IS SUPPLIED. work with other trades and subcontractors rformance of work in a safe and satislacfarf manner a I full compliance CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope) ASCE 7-10(Low Rise) !wiffi4fttrDacummi Exposure Category : C Bldg Category : 2 Wind Design Velocity ;160 M RtVit WED By Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : ?_R. A. BrMn M meddy Slrucl Enq f76051 2590 N. KINGS HIGHWAY F7. PIERCE, FL 34951 (772) 464-41 R NED GROUP E 1 c7Y BY Trusses shown on this layout are a component part 1 N _ / of the building and show truss location. S I✓ v�N(772) 464-41 Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings COMPA' Wu INC, NOW IC must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 ROOF PLAN JOB NO o 011114 CUSTOMER: SCALE: 3/16 = 1'-0" ELEVATION "A" RYAN HOMES LOT: Iq BLK: r DESCRIPTION: rn ADDRESS: 52710okland Lake Circle Plan — 1452 Elev, A w Covered Lanai SUBDIVISION: Oakland Lake otf SCALE 3/16"=1'-0" OATS 2/7/18 aRANw BY: dhc aRAMNO NUMBER: 1452-A-cl