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HomeMy WebLinkAboutBUILDING PLANSyr�2 XXX00-01 FOR: ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) *ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP 1�3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS C • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY - EXPOSURE C •1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, LLC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 SQ.FT. CALC.'S 1ST FLR. LIVING 1,452 SQ. FT. GARAGE 363 SQ. FT. TOTAL LIVING 1,545 60, FT, ENTRY IB $0. FT. LANAI aO 50. FT. TOTAL 1,644 50. FT. CUBIC VOLUME LIVING 12k32 80. FT. AREA CALCULATION ELEVATION A W/ LANAI DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD _ WIND DESIGN SEISMIC DESIGN CATEGORY` SUBJECT TO DAMAGE FROM WIND DESIGN TEMP` Uh Speed' (mph) Topographic effects` . Weathering Frost line depth" Termite` N/A 160-C N/A Negligible N/A Very Heavy 45 CONTRO 01-0 WIDTH 40'-0' DEPTH 55'-4" IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AVD IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE KEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. REVI DATE I DESCRIPTION FLOOD AIR MEAN HAZARDS' FREEZING ANNUAL INDEX' TEMP N/A N/A N/A U9 ON INDEX OF DRAWINGS SHEET NO. DESCRIPTION GN 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAI 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS - CAST-CRETE & A R C H I T E C T S Design Gro u ITLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 n numi �somoevomm� EEQ V E O .0 C L SiTHDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA APR 3 Q DATE: 4/30/19 SCALE: 1 /4"=1' — O" SHEET Ics OF �W a GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADB IPSF) Al SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 Al ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.& DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF7 B.I. ALL AREAS 10 C. ROOF LIVE LOADS ^ "" C.l. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) 0.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 160 MPH, VASD =124 MPH E2, 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 f0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI 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. 3. 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE. CONTRACTOR WILL BE HELD RE"SIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN. APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.12 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R3122.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. 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). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROORCEILING 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 IJSIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CCDE.RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. 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 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY NTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCTBOARD, OR OTHER APPROVED MATERIALAND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITSATTIC AREA BY NOT LESS THAN. Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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'/rINCH GYPSUM BOARD OR EQUIVALENT, SITE WORK 1, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN -SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL BOTTOM SOFFOOTINGS 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 AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 6, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. 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. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF T-O" BEYOND NEW FOOTING LINE, 11, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUI-DNG AND ZONING CODES. 13. 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 STRI REQUIREMENTS FOR REINFORCED CONCRETE, ACI318.11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM 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 E 4, PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRA( 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, S MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR 61N ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING CO THAN ''/#INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCE: 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR PROVISIONS OF SECTION R6061.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFOF 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRAC' STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQL 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 LE DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 WM3) IN ACCORDANCE WI' COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.4.2 (1) OF THE 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTI WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPQSlD TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WIT ELECTRICAL IN BUILDINGS, ACI301, AND THE BUILDING CODE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED UNTIL PERMANENT RESTRAINTS ARE INSTALLED, R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE S. I SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE BUT IT SHALL NOT BE LESS THAN Y41NCH AND NOT MORE PEA ROCK CONCRETE PER SPECIFICATIONS AND THE DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE S FOR REINFORCED CONCRETE, ACI 318-11. SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL ,6TH EDITION (2017) TEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH -ICES OF AT LEAST 25'. .LS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" 1 Y2" APPROVAL OF THE ARCHITECT. 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL A Ti TE 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."' ` RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS t 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND-FAi..1 J, IIIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISC, C :I NECT 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 INST<.:_13 IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GAF:,-' AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER t ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPE- IF [ID HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: j 6.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: DA NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.t ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS Z ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, IRS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UN 'NOTED OTHERWISE). 4, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN CO A WITH WOOD. T NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R8027 OF THE FBCR, 6T D ION (2017), 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLY SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER 6 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 PLY OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE WSUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. AlVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RAT J I.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 2z STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS, AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1.2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER. PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'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 (92.9W). 21, MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WIN DSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 2Z IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10°F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM''/4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/P PVC (SCHEDULE 40), INSULATED WITH Y2" AMAFLEX, 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. - 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017), 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION 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 Y2" 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 APPWEO OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017), ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "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 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE AST%C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION T11.1.1 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 15 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 BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Design Gr )t If. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII L0■Mo■0■oml& SVBDIV. & LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXXOO-01 PROJECT#: R5025.052/00001 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D� E; 4/30/19 ALE: 1/4 =1'- 0" SHEET G Nor 8 SECURE STRAP TO CONC. W/ (2) 3/11 TAPCONS 3 1/2' Ir SIMP50N WB ROLL STRAP OR EQUAL 1y1� '\—SECURE STRAP GONG SLAB TO UNIT W/ (2) "Sx1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL_ 1/4'x3'x36' STL. POLE ON 1/4'xb' DIA. BASE (2) 1/2'x6A.B. c BOLLARD DETAIL KITCHEN SP AUTO VENT PLUMBING ISOMETRIC (SEWER) MODEL 1452 RYAN HOMES 24'x24'x12' CONC. FTG. W/ (3) 85 REBARS EA. WAY ON CHAIRS MIN. 3' COVER (2—TYP) ■I F L - 401-011 g' 01, 011 L — — 10, '3" a� ' HB. 2 9' m'-O' FIN. ELEv. YFIN. CONC. SLAB r 3 I2, CONC., REINFORCED r4 W/ 6'xb'-W.4 x 01.4 — ON 6-MIL POLY ETHYLENE VAPOR 15ARRIER ON TEWITE TREATED DELL -COMPACTED CLEAN FILL 1' PVC —FCHASE z� FOR i '3(o X&O SHOWER ® 15L I PAN i i LAv. Ir II OPT. REP. II �,I,11 LL—` VB__ EXTEND SLAB 11/2' t, W/C t°J/ DI LAV. 9A -6' RECESS 6L+,l5 DI J FOR PAVERS F■■ ■ —31/2" 3 4 3 Ul SCALE: 1/4 = I' <r ' r----n I r--nil II II -� it W'iiii ' DI 3/4' CONDENSATE W/C -'---- LINE — _ *-4- i cv � I m A BOLLARD r PAVERS 1 24'44'x12' CONC. FTG. W/ (3) "5 REBARS EA. WAY ON CHAIRS MIN. 3' COVER (2—TYP) PAVER `r EDGE LINE 8 I Dl 4 Ai 1/2' — 7 t �t 3 1/2' CONC. SLAB r sk I I■ ■ I ■ I �I HB. 6l 40'O" .i' Ili iis v A R C H I T E C T S Design Grou ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 �III"'llll STJBDIV. & LOT: OAKLAND LAKE (LOT #52) MODEL. 1452 XXX00-01 PROJECT*: R5025.052/00001 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE:-4/30/19 SCALE: 1 /4"=1' — O" SHEET OF v m N m N m N _ m N c0 N It i i I0' - 01 28'y8" 301-41, 4'-4" all1i !' ��' E wo -IMM-Al - -PM 24'-8" 18'-0" A R C H I T E C T S Design Grou p-LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.00m AA #: 0003325 �II"IIIIII Lv�0o0m�om E 8 E O SUBDIV. & LOT- OAKLAND LAKE (LOT #52) MODEL 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHrrECT.. STATE OF FLOPoDA 0 JAME6' ANTWELL /AR N 12079 DATE: 4/30 /19 SCALE: 1/4"=1'-0" SHEET 2 OF WALL LEGEND 8'-6' BLK BR3. 51-IEAR U)ALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL e Ib' O.G., UNO. EXTERIOR: WOOD FRAME WALL F'ER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -BEARING FURRING AT MASONRY' WOOD FRAME WALL: 2x4 6 24' O.G. OVER FOIL 24' O.C. MAXIMUM, UN.O L0TT' S CONCRETE P.D. Box 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO, LENGTH TYPE COMI"15NTS L-I Il'-4' 8/28-5-(I)U(UL FRE5II�SSED L-2 4'-8' 8/22-5-(UU/(0A. RECESSED L-3 5'-10' 8116-5-011K0R L-4 4'-6' 8/24-5-(I)U(0)L L-5 4'-(,' 8/24-549UMA. L-6 1'40' 8/24-5-(I)UK1)L L-6A V-4' 8/I6-S-(I)l/(I)L L-6E3 11'-4' 8/16-5-(IA1/(I1L L-6C V-4' 8/Ib-S-(IAl/(IA L-1 4'-6' 8/24-5-(I,U/(0)L L-8 4'-6' S/14-5-(I)U/(0)_ L-'3 4'-6' 8/24-6-(I)1/(0)L L-10 4'-6' 8/24-6d1AV01 4^qsTw4"T19 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-I ll'-4' M6.15AT PRESTRESSED L-2 4'-6' Wn2-08/IT KCESSED L-3 5'-10, bRo-OB/IT L-4 4'-6' SF24-013AT L-5 4'-6' SF24-08/IT L-6 l'-6' SF24-I5/IT L-6A V-4' BFIb-IB/IT L-65 Il'-4' SFI6-I5/IT L-6C 8'-4' 8FI6-115AT L-1 4'-6' SF24-08/IT L-8 4'-6' M4-08/IT L -'3 4' -6' SF24-015AT L-10 4'-6' SF24-05/IT L— — — --IL III- -1E LAN I L-6C L-6A I II L-� L-6 50 D 25-5H GREAT ROOM 8'-8' CLG. � non LG. BATH 1 0 8'-8' CLG. K 3 a EO ER 8'-8' CL — �-2 ENTRY i a-8' cLG. I 25-5H L- , EGRE55 L-8 L-9 25-5N 25-SN O EGRE55 N' OWNER'S SUITE 8'-8' CLG. W.I.C. I' 0. BATH a' -a' cLG. L L I � O 2-CAR GARAGE a, -a, CLCx 16'-0' X 1'-0' OHGD O ----------------- SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 '�"IIIII"I �o0vo0�mvo� I 18 W E 00 L C SUBDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 Xxx00-01 PROJECT#: R5025.052/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NPR 3 D E: 4/30/19 SCAT 1/4"=1'-0" SHEET 3 OF' SAFE L®AD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS GRAVITY OVERALL LINTEL LENGTP ale "� P """' ""_ `•"' (TYPE OF LInTEL. ?'G6 IB eF'S IB E.=16 IE BF<0 IP✓-: BF'4 IFB IC eF3Y E 32e F 119 i 660 90 4 .a: IL•9� iAS '-B' i0 ales' (PRECAST) 2 r 306E r 4Bm5 - Ala 1541 &CIA I1FL1 Imo^ 1 2,01 I j,l _L.m i:_y TO 4'-0' ( CAST) PRE I%6__ 9 6 5 6113 2931 -Fell. _ 1541 3 03 45-6 0 6 _ ©i9< o4D:'J __-_- 1192E I Ed 969 5113 6'-I' TO 4'-6' (PRECAST) 159� - F.➢8 -- -'T$ _ 613 199 l5L} [56m 06L %Iv _ _ Imo94 36a6 IIJ'.v: !: -G9 9 143D i'-l' TO 5'.4' fPIECABD' *663 3m90 53G5 16 -_ l5eT '<m'A 1342 5a - E33 50m3 Im!s i 1-1 1@5 IIIS i'_S. TO 5'-10'(PRECASTJ m 2-t :612 - �a O Ba 1163 bm56 a119J. 892b Smbl _ = S-11, To.'-6'(PrELABT) 2 C5B - ___ .n az _ 53EI Bibm r4 _ 49a. _ 6eab _ R+" , n' TO 1'-b- (PRECAST) '43 --m '.0 6 9 129 Ilse I 2661 �I 3890 6+ 56 - _ See ____ Mot IF vbla -50. 1 -1 TO a 4' (IFREEI 56 " I'll I 4 6 _ O _ 34E tF 4 05 o,9m 536 9'-5 " TO 10'-6- (PRECAST) 41B 36L 643 SB2 ` -- So "40 1v &By 15 995 6 BUT 5 ';_366 1 -69- IFW6 - 1846 6B "'81 <423". 2,23 5163 YYY 643 41_ _ 2a0s 4154. - --_ 4•J96 1 4-^W16,_ Ielz 0'-1'TO II'-4'(PREC4si) I'-s TO I2'-0'(PRECAST) 39 510 41 13 o,F 101 w64 F nB 219.3 6 A,e, I6 iiii `�:' 2563 2'T- TO 1V-4' (PRECAST) 116 al 4.� l 06 ImT D L 4za 326 j e a ! 6 ' _ 316 _ 2BB3 ':, h30 3'-0'T0 14'-O'(P:ffCA6U 2T" FIRuR 66 002 nR 1'324, 1 IF,R 6-- 2 n NR - 16v0 _ uR 4'-1-TO H'-B'(FReamse ED) NR 4" 15 B3 4R $ O 1 I SO, .R 245 `R G5l _ Nk R11). VR 4'-9'TO 1W-W (FRESTRISSI NR ll0 I. N'c Ca 3$(0 NR l93 R05B NR '3'O 263 NR VR 5'-5- TO 11 -4- (PRESTRE09ED) NR S3ena New oie I \R 9 0 Nk 5l6 \II I \R US 4R VR 1'-5'TO Is -4- NR b Ni - 4 IF T59 11R DST 2R 169 VE 155 NR IF Vrt 9! TO V-4- (PRESTRESSED) NR IBA 340 NR 5] NR 640 GR 114 Vf 136E NR _ ills Ytt '.I'-5' TO 22'-0- (PRE&PRI p) III 165 -__ I.^c 3II5v9 __ N4 H le4 _FF __L R 04 VF 12es ` .__.. __ 1 399 . 44 !2'-I'i024'-O'(PRESTRESBED) NR I--�� <c0 �50 ----' 65s + B64 - 16 1m32 1222 SAFE I OAD6 fl IEA F7) 8"PRECAST U-L INTEL5 AQPf L �I F [L E�LiL OVER4LL LINTEL LENGTH BFB .-F IT E IT 2 rc F- TIF]a l LFJ2-I (TYRE 6 LINTEL) , EF8 ai zFl1 aFle '1. a t 43 N 4 ar o-v eF a T 1 IF F3aa ICI^' e eF RCMU ev 21sf 5 2'4'TO 3`40(PRECAST) 69 I. 659 352- 4394 65 - 5263- o 6132 s s lL^; lie 1024 _ let& 36 as oAo 3'-l' TO 4'-0' (PRECAST) S5 Shen_ h 5 6 L.S l63 Use 363 T�5@B@B - 1 3@60 a 04a lent S 4 9 4'-I'TO 4'-6'(PRECABD a 2@4z Tc^ 3s 5 _t 11 3 9 5A _ 591 101d 4'-1' TO B`4t(p GOL A ll 6 6 _ 61 IT 411 143 06 u1s are r 9 l m9¢ - 26 6 - - _ eol 31 ^ 401 2, 340 5'-S T TO W-10- (CA5T< am 616 29 I5 l l ®B^i 5 ml 1e26 2593 23 .Ice .1 3 -Or 5'-11' TO 6'-&' (PRECAST) 121 430 �a1 � 232E >^'A S :1 _ 1- 5 IE<'4 l D 2426 221_ _6 6'-l'i01'-6'(PREGABTI 12 j_Y12 � 34d6 I 2821 '. - 424 534 369 - 1624 <016 B _ 36 4 4 1e smo 1'-T' TO 9'-4' fFRECAOi) 5 9 0 I.. C62 { 15 30 I' I6 3 1@ _ 16. 294 161 36 2619. I'll_ 6 512 1 1 230 9'-5°T00'- 6'(r� T) 53m eta I. 6°>a- I00 e02 4 2 03 1 63 0.5� a 3N P 224 4a1 Ism 10 -T TO 11`4' (FA5CA6D 494 G m 60l - ?+ ail IE 9 " 191 II 69 RIH1 u 1. 453 154 II-b" TO -0' (PRECAST) WTI' 1'0 !L v6'9 B6 94a goo 402 Do _ _ S. 16B 215 1.1 sl �-6G 141 IYll 12'-1-TO 1V-4-(PRECAST) 46D 9a4 Ile A<C e.0 I09 1418 653 19g171 13'-5' TO 14'-0' (PRECAST) LD 5 11 E63 1- 50 So o<m T 91e e0T 205 299 100 2�9 ��4 ,- 14'-14 TO I41-0' (PREBTRE9 E :5 960 3mr LIH ab 34 654- NR 2" 91 11 W-9'TO 15'.4-(PRESTRE99E - N7�1: 03 1 m_ be 16 e 1740 j 1 ba I S 3_. 66e ell - N64 15'-5'TO Ill-w(PRESTREbSE _151 6 06.m P3 1211 6 49 n'-5' TO 19'-4'(PRE0TRE55EG---. 4]rv52 Ie. 4 9 23� e41 Im 1T_ n. _263 2a 3 19'-W TO 21'-4- (PREBTREbSGG) - - 5l3 S l T2,a. 195 - e62 ---- I - 64a NR _ __L__ rz5 42 K2 - 9T 99 ) 31 .5 TO 22 -s <PRE RE ED 13 ITT 1 546 63m -.. 116 40 .131 - 11G 1.6. SO6P9 6(p3- g99 FiGI6 wbT 12'-I' TO 24'-0' (PRE5TrffB9ED) 91 30 Fro 2p2 IT 55 bEb TDt I alfi R'PRFCA4T 111/J°RFCF5A FJOOR 11-1 NTFI 6 SAFE LOADS (LEES/FT) ae�er GRAVITY OVERALL LINTEL LENGTH (TYPE6LMTEL) hT4 = '05 6Ei' - a^ I n 6'S III v9. J !49A J( l J l B66 L I14. £ D It, rao 01A Ili 2oIA l'T y6 6-h lc 2I 149G 1490 <4v9 4".h �5<6 99q G6 B d�IB 0B Br�12 me �T26-mBer"f3m-m aR}61B'al lea BRFS -E. Tort3m-14_: 3'-&' TO 4'-4-fPRECAOT) '49 11 .• 6., l- I'll-� <.4c s.11 116 4 6<g3 hb 04,G0 '46 E4'13 59 G - roB91 _ 69D4 4'-5- TO 4'-6- (PRECAST) 90, 1_ 4'-1' t0 B'-B' (PRECAST) 34m? l99 _ J 314 1402 4-B_IIB15 l<59-Be 1 3 69%TC?09 4Ti3 1 .°66 53N :: 6'-9'TO B'LIB`(PREOABT) 3Tam elm 5'-II' T06'-a'(PRECASi) 6'-9' TO T'-6' (PRECA6Ti5 all. a (FREE 8 I 1253 8-PRECAST W/2"RECESS DOOR LINTELS SAFE LG 1 1 1 OVERALL LINTEL LEI -IC eR=6 Ir Bf81m IT 1g�-- TYR OP LINTEL) 2�4p-R} 465 ,SPI0 2 6 2 F F <2- BRF6 51 444 "lI, i 5-a -- 16IL'6 8ff6 -1 3'-6'TO 4'-4-(PRE T) 150 FBI 1164 965 "eE '• - 1 [-v5 T 46' 36D1 ASPS T' _.c0 -69< 4'- '( v 4'-5' TO 6 PRECAB - - «­12 `Sal ol- 421, '43 ;1 633 10T4 a -1' i0 5'-e' (PRECAST: - fens 40T 65B 6 r 610 I "l 3l6 ^65- 21 ^< 11 351'. 5'-9' TO 5'-o' (PRECAST) - -0 Be 616 655 12 1 ✓ � 2�' e 21i5 3 e l- ^ a -I" TO ( 6'-B' CA6D PRE =95 1B6 464 "le) b6(0 ^ s6 '- 1 s4 To- _ ' 6e E9 �3'<a, 6'-9' TO T-0• [PRECAST) So" 3', 4 a_ se -<Go 1 - 509 .. 614 363 1'-l' TO 9'-8' (PRECABU � 560 s/O 440 ak �95 mt'✓ 3B6 ill AST- RET� LINTEL SCHEDULE MATERIALS I. f'c 8' recast lintel 4000 Si 2. f'c prestressed lintel 1 6000 psi 3. Grout per A6TM C476 f'2 T 3000 psi w/ maximum 3/5 inch aggregate 4 6 to 11 Inch slump 4. Concrete Masonry Units (CMU) per A87M CS0 w/minlmum net area compressive strength - 1SOO psi S. Rabar per A6TM A&S grade 60 6. Prestressing strand per ASTM A416 grade 210 low relaxation 7. Mortar per ASTM C210 type M or 5 GENERAL NOTES 1. Provide full mortar bed and head Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/Or structural documents. 4. U-Lintelsare manufactured with 5 1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST-GRETE Load Deflection Graph brochure for lintel deflection In FOrn Hon. 6. Bottom fold added rebar to be located a the bottom or the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -In -Place concrete may be provided in composite lintel In leu Of concrete masonry units. 5. Safe load rating based On rational design analysis Per ACI 316 and ACI 530 10. The exterior surface of lintels Installed in exterior concrete masonry walls Shall have a coating of atucco applied In accordance with A5TM C-296 Or other approved coating. ii- Llntals loaded slmultarial ly with vertical (gravity or uplift) and horizontal (lateral) loads should be clocked For the combined loading with the following equation: ATOlied vertical load APRI d horizontal load Safe vertical load ' e Safe horizontal load 12. Additional lateral load capadty can be Obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detall at right: F'm=1500psi 6EE'SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 2' CLR TYP (2)'S REBAR GR40 or Gel SAFE LOAD TABLE NOTES I. All values based on minimum 4 Inch 1. For composite lintel heights not shown, use safe nominal '.'Exception: Safe loads for Unfilled load from next lower height shown. 111 reduced by 20% If bearing length is a. For lintels lengths not shown, use Safe load From 6 I2 Inches. " next longest length shown 2. N.R. - Not Rated S. All safe Pace In units of pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported 4. Safe loads based On grade 40 or grade 60 field span. re9bar. 11. The number in the the parenthesis Indicates the S. One el repair may be substituted for two 05 rebars percent reductlon for grade 40 fleld added in e' lintels only hall Example 7 -6" lintel type 8F32-IB safe 1 6. The designer may evaluate concentrated loads gravity load = 6412r18) w/ 15% reductKCA 6412 from the safe load tables by calculating the (B5) 5501 plf maximum Ineelssing Moment and shear at d-away from face of support, TYPE DESIGNATION F FILLED WITH GROUT / U - UNFILLED III---QQQUANTITY OF 65 REBAR AT 1 BOTTOM OF LINTEL CAVITY OF&=BAT QUANTITY OF 5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH e5 REBAR AT TOP MIN. (1) REQ'D °-I/2" CLEAR U IT, A CJT.U. aJ S GROUT _z �g 05 REBAR AT BOTTOM - • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/S'ACTUAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL UJIDTH r r TABLE No. iT SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL SAFE LATERAL P LOADS F) LINTEL SAFE LATERAL LOADS (PI Tctel Length Type e' DOCR HEADER PLAIN 8' DOOR EADE HEADER Ta181 LengthPLAN IS BYS' ISO. SOLID 2'-10' R B% 3964 S's' Recaet Ina 2011 3'-1. R A Use 230 Plea' Pool 50 611 A-V R A 044 SAW 4'-2' gesEnt %I Will 4'-6' III L, 6% U66 -4- Re set e5 306 4-8 R et' 886 163- -B' Precast 659 165 s-4 R A 666 See 5-0' ee Rec t 850 ITT R t 543 Be 6'-B' Phl 504 %{ 6'-4' R et 634 '664 l'-B' Recast 4n Far 6'-6' R et 6A 11% 0'-8' Froxet %6 654 11-0' R A 518 Ya1 Repast 2% 5% ITT A 446 938 11 R N. 425 V4. B'.0' R et 381 B14 B'-4- R It 354 115 4t 211 583 mil it IRE 483 Be 620 et. 164 549 0 10 5m4 B.I. R et 116 404 1w-V R It 99 391 14.0' Weet NA 341 16'4' Ree r NA Sena IT-4' R e NA ]n 1T-4' Ree NA 116 20'-0' Ree NA 155 21'•4' - e NA 131 L'-4' Free 'a NA 110 24'-m' Rm NA. % Ne. No RSPPI L C P.0. WINTER PH. n1ro r NOMINAL F [8/ 16-P-# No. OF ADDITIONAL #5 OR LOWER LINTI GENERAL NOTES: I. CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 G2 FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS ISGI.2 a 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1,4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR Ell2. CONCRETE: 21. CONCRETE COMPRESSIVE' STRENGTH AT 28 DAYS: 2.1.1, PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.12, PRE -CAST &PRESTRESS REINFORCEMENT-6000 PSI 2.13. GROUT PER ASTM C416 - 5000 PSI W/ MAX. 3/6' AGGREGATE, 8' TO 11' SL 22. REINFORCING BARS: 22.1, STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION 457M A&S 22J. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM ASS (c 23. PRE -STRESSED STRANDS'ASTI A416 T-WIRE, STRESS RELIEVED 210 K51 24 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5. CONCRETING OPERATIONS SHALL COMEI WITH ACI STANDARDS. 3. MASONRY: 3.1, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF IFFE 3.2. MINIMUM MASONRY UNIT STRENGTH: FM 1500 P51. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1, SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH CODE RE6IDENTIAL, STIFF EDITION (2014), SECTION 2104.15 1� �(i) p5 CONTINUOUS 35, / r 8'X18" KNOCKOUT BLOCK _"' 6• ` 'A• ,3000 PSI GROUT = (PLACED IN FIELD) :ate TOP BARS: r • 4Y SEE SCHEDULE e 6 • (1) #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) s1m =1m r BOTTOM BAR N1 SEE SCHEDULE (PRECAST) 8/16-S-(i) #5/(1) #5 PRECAST BETE 771255 DEN, FL 34777 656 2112 0. LINTEL OR SOLID LINTEL tL] IN UPPER OTHER STRUCTURES' (AIII 60) 40). CONCRETE MASONRY ASSOCIATION AND ACI 530-0S. TABLE No. i REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LEI CLEAR SPAN LINTEL TYPE LINTEL 57EEL UNPILLED GRAVITY CAPACITY GRAVITY CAPACITY (InL (OnU GRAVITY CAPACITY (InL 0A U UPLIFT CAPACITY InL (lull UPLIFT CAPACITY (IKiL (2FJA BOTTOM BAR TOP BAR -b' PRECAST ML (2)1 4245 180E 180E b529 1000m ales' 2-1' PEGAST (2)4 (2)4 24T5 3891 3531 Let, 455 4'-1' 1 V PRECAST (2)4 (2? 1163 ]111 21T 3386 3966 4'-6' 3'1' FACCAST (2)2 mrz 1343 211 2165 2606 2608 4'.V 3'-4` PRECAST (IDS lLK 1232 201^, I 2011 2421 2421 5'-P 4' V PRECAST a) 5 (L 4 1116 1651 1651 510 %I V-IB' 4'-6' 1 PRECAST (L5 (2)C See 1423 1423 1410 609 b -4` 6=0 PRECAST (L4 2) 4 l40 11B, 1133 1405. b-b 5.3 FRECAST (2)4 2)4 110 1132 Tau INS 1395 11.1.I.A.PRECAST l3)4 IIB4 Ilea 111 t52 lag 5 T-6 6-i 4 M`4 (2) lL4 5Sol10 551 991 991 826 1I 1 -B' 6.4' PRECAST FRCAST (L4 551 959 953 112 1041 Bee 6-1' PRECAST (2)'4 (2)4 NA 51B 902 902 113 904 B-4' 1-0 PRECA57 (2)4 fL4 489 %1 %I 646 %7 9-4- 8'-0' PRECAST (L4 (2)4 416 116 126 499 190 10'-6' 9'-T PRECAST lL4 f2M 354 616 610 3B0 613 II-4' 10'-0' FEGAOT (2)IS (2)IS 35 EST %l 3n So, 14.1. 11.1. FRECAbi fL 5 (2) IS 252 525 625 Ill 561 Q 6' Ild' PRECAST (2)5 (2)IS 211 4% 4% 251 512 13 4 E-0' PRECAST (L5 fL5 Be Asa ISO 214 442 14 0' 13 -81 FERBI C) IS (2) IS 239 430 430 19s 3% 14-5 13}4' FREBTIREEOED f2)4 fLrz NR 418 418 230 SO 15 4- 14-V PREBiR£%ED (314 (2)4. NA Sit 3l9 210 401 Il 4' Ib-0' PRESTRESSED M4 fD4 N.R 298 2% 63 311 5 d IB 0' PRE5TRE85ED Ms (2)5 NR 224 224 al 254 i0 0 A B' FRE51RE59ED f315 f2)5 NR 101 301 E1 131 11.4 20-0' PRESTRESSED fL5 (2) IS NR n1 Ill 101 200 21 0 30.0' FRE51RE%ED (L 5 (2) 5 NR 68 164 1DD I% 24-V L-9' FRE61RES6ED f115 (11 IF NR B2 191 Ba 163 TABLE No R REINFORCING SCHEDULE & LOAB CAPACITIES SAFE WORKING LOAl2g (PLF) 8" % 1V COMPOSITE LIwTELS LNIEL TENTH CLEAR SPAN LINTEL TIRE LNTEL 67EEL GRAVITY CAPACI7 (anL (In4 GRAVITY CAPACITY (IRL (InJ UPLIFT CAPACITY (TAIL (lull UPLIFT CAPACITYSM-ICr1 GIST (VINU ti TdF 5AR -e ] 1 0000 ales' 2'-2' PRECAST (2) 111 (Lrz 5501 10me0 10000 10800 d'-m' ales'PRECAST (Vn 2 4261 lop000 8139 NOV PRECAST (2)4 rL4 3]I al SIM 10020 V-B' Y4' PRECAST (2)It 1 gA4 S414 &I bm00 5'4' 4'-0' FRECAST Q)s 4%3 SABI 4421 1041 5'-10' 4'-1. PRECAST (1)-3 ! 3923 a SSW 5430 6'-4- 5'-1.PRECAFT (2)4 (2)4 411E 41M 2962 4411 6'-6' 5'-1. PRECAST 0)4 (2)rz 3934 3934 180 45 6-B 5.4 PRECAST (214 (])ry 311E 1 311E 2653 391E 1-6' 11.1. PRE CAST O 4 Lrz 2911 3911 2030 9060 1-B' b-1. PREC A6i (2) 4 4 2T96 1196 I%] 1%I. B-0 6-B' PRECAST (2)4 23 2%I 1154 2102 5-4 l0' PRECAST C)-4 (]1 r{ (2) 111 23% 13% 160D 2506 9-4 B 0' PRECAST Ol% (Lrz %9 %9 1235 1055 I@'-6 9'-2' Poi !11'4 fL4 W21 1621 141 1695 11-4 1 le' -0' PRECAST 11)5 f2J5 N65 145E 1% 604 10'-0' I PRECAST M 5 (2) 5 035 1335 691 131E IT-6' II' -a' PRECAST (1)5 REST 1251 634 119E 13'-4' 13'-0' 1 PRECAST (2)5 (ti5 M4 1144 545 1129 14'-0' 12'-9. CAST e2)5 (L5 Ill Im66 4% 011 14'-W 13'-4' PREBTRES ED (1)-4 (2)4 141E 141E 451 9@2 IS _4' 4'-0' PRESTRS%ED (2)4 W12 1191 1291 4n $23 ❑'-4- 16'-0' PRESTRESSED M-4 (2)1 Be 9% 525 641 19'-4- M& PRESTRESSED (L5 (2)IS 185 TES 160 513 ]0'-0' flee' FTE81RE89ED CU5 f1)5 139 tt9 243 419 1 '-0' PRE6 65E (315 f2)5 3 3 113 0 2]'-V 10'-e' FFESiRE D (L5 fL5 9 591 1 94 24-0 22-8' FRESTRES9E0 (115 (3)5 4gl 4BT' 6l 330 REINFO TABLE NO 3 ONG SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN UNTIL TYPE LNTEL STEEL GRAVITY CAPACITY (0nL (InU GRAv:TT CAPX1Y anL flsu UPLIFT CAPACITY (ML (I so UPLIFT CAPACITY IInL (2nU B01701 BAR TOP BAR -6 ERSOMT (2) aM roollm00 m0 3 6' 2-1' PRECAST (])4 (2)1 164b 10090 loom Sol 4.V V-a' PRECAST (2)R (7)4 5503 10000 10000 100a0 4 6' 31-2' PRECAST (2)4 (a)n 442 10000 8541 166ZID 4 B' V-4' PRECAST (2)rz 0L4 31% 10000 183E Good 6 V 4met PRECAST (2)9 (2)4 613E 10000 5130 ImVAT 510 4-1. PREL45T (2)5 (2)n 5016 8103 4661 %4 b 4 5'-0' PRECAST (2)4 L 6152 6152 3%1 1K2 6 6' 5' -T PRECAST (2)14 (L4 6250 6250 3645 65% 6-1. S'-4- PRECAST (2)4 MIS Sale See 3441 6124 1-6' 6'-2' PRECAST (21'4 4312 43S 2636 d509 l-1.Sled' PRECAB i (L'4 403 9 d 099 250e 4383 Bmop6'-5'PRECAST (L'4 2)4 3130 3130 2215 BESS 8 4 l-@ IFIRECAET (L'4 3420 3420 2 B 3561 11-1. 11 PRECAST (L'4 211 7134 16W 2839 10 6 9-V PRECAST SIP (2)5 224 hall 733 LB9 11.4 01-V PRECAST S)5 (ps See 1554 1031 1003 7,0 0`8' PREUBT fL 5 2 5 'nit 111E 910 151E 0 -b' 11 1 PIPECAST S? To TV AS 1661' 1661 me lie, 13 4 la O' PRECAST (2) 5 (2) 5 IBM IBM 113 414 14 0' la B' FREOA97 IV IS (1 3 lass 139E 636 13D 13.4' PRESIRl eV4 (2)C He lose %r I131 B-4' 14-m PREBTRE6%D (1)•4 (21rz 1124 1124 536 low n -4 Tel -IF SSiREEOED 1114 (2) C law 1330 411 024 Bill I8-0- PRESTRESSED Ill s M 5 1 3 10 3 334 659 200' IB-8' FRESTRE89Ep MIS (VIS 9T9 9T9 3la 6B 21 -4 204' PRESTRESSED (2,I5 PA B5i T3 540 3-0 i4'-W 20-81 PREBTRE65m (LS 0)IS Tr l9 151 501 ZI FRE maigeop (L5 ( 699 669 YB 425 TABLE No 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNIEL LFNGTN CLEAR SPAN LIMEL TYPE LNTEL SEy GR4NTY CAPACITY (anL f1si GR4VItt CAPACITY (InL lAU UPLIFT CAPACITY III(I)TU UPLIFT CAPACITY flu (2nU BOTTOM BAR TOP BAR 2.10 I'-6' PRECA6 (2)4 0000 10000 lem 3.6 21-1'IMCAin (2)4 f)4 %61 em 10000 McRe' 4 -0' 1'-8' PRECAST (2)4 (2)4 613E 1 00m@ PRECAST (2) rz (1 4 5014 10000 10000 10000 4 V 3'-4' PRECAST (2)1 4653 111 9629 come 5 1 4-V PRECAST MB (2 lots 1=0 1051 5 104 441 FRECA6T e215 6231 10000 Slab 6 d 5'-V PRECAST e2)4 f8 4 Bon 100m0 4154 b 6' 5'-a' PRECAST !D'4 f9 8114 1NOTCoal44311 6 B'5'-4' PRECAST (L48114 91B1 I231 1-6' 6.4' PRECAST M-4 f$ 4 6235 646 3242 l B' PRECAST (L.4 f1>4 Q'ry (21 5%B bm24 3085 B 0 6-51 PRECAST (2)'4 53b1 5%l 1803 A 8 4 l.0'CAST M-4 4B31 4831 1551 9 4 B-1.PRECAST (2Ya (3, 3126 3126 SIR 9-2' CAST (2)2931 1%I 1520 (D5 ( F953 2e3 Bit 11' 0' 10'-B' (#CAST (2)5 13B5 2305 1*5 1r-2' PRECAST !D5 KKl IK1 M 134 peal PRECAST (IDS P f all Bob So IWi 140' 12 -8' Fat l (IDS ITIB 1110 181 1635 14-e 13-4' PRESTRESSED M-4 - 2346 2345 653 I}83 15.4 14-V PRESTRESSED MAI 21% }I% 596 111E It 4 16 -V PRESTRESSED M 4 1650 IBM 464 910 19.4 IB 0' PRE51RE95ED (L 5 Gb I310 311 135 10 0 IB 8' PRESTREB%D (115 ( 121 111E 94l 6% 11.4' 20'-0' PRESTRE°.SSED !]15 1 1062 4 01 L-0' 20'-B' PRESTRESSED (315 994 3B5 5 ]4 0' 22'-8' PRESTRESSED (L 5 t 43 824 834 239 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE UNTIL STEEL GRAVITY CAPACITY (mnt (N5U GRAVITY CAPACITY anL em UPLIFT CAPACItY anL FnU UPLIFT CAPACITY (InL (a)5U BOTTOM BAR TOP BAR m-Tim m 3 s _741 }.1'FRISCAST ML I[000 c00m 10000 once 27e' PRECAST (2)4 (2)4 1916 al boo; 10400 4 b Va. PRECAST (1)4 (L4 6001 U0009 10000 100@0 4 8 344' PREUSi (2)4 (2)4 nosWOOD10000 100005 4 4-0' PRECAST (2) is Mn sell odes, ease K0@e 5 Im 4'-1' PRECAST (2)5 7L4 1%1 Well &Bob Case AII 5'-0' PRECAST M4 (2)4 10000 10020 5641 ltl 61. 5-T RRSAAST (L'4 (2)4 I@{m@ I¢000 530 IBCEO 6'-8' 6'4' T GI G)4 som SON It¢05 1 V-2' FECAST I (a)4 (2)4 1 140e I 9961 304e T6% l 6' 6.4' PRECAST (L4 (2)IS 1054 968 3662 1336 8 0 6.8' PRECA6i (2)4 (2)B 641E 1091 3318 6661 L0' PRELACY C)'4 (2)4 5864 6933 3031 60EI 9 4 Via PRi.CA6T (2)4 (2)a 4561 Sees 2355 4145 10-b 9 -1. R c0A5T (2) "1 (2) n 3526 Tel 3663 111 10 -1. PRECAST (1)5 (2 5 3]00 32W D21 BOSS 17-0 10-5' Pill fL5 ) 29% 29%' B% 2133 I] 6 II-2' UST QVs fL5 216 21n Rn 2495 13.4 1} 0' PRECAST (2)5 (VIS 246 246' of a68 14.0' 13 B RECAST (L5 (2)5 1216 2216 %1 1941 14-S 13-4- FRErstl (2)'4 2011 2871 126 1431 15 4 14 0 PRESTRESSED e2)4 )4 166 266 663 .BG l 4 Ib 0' PRESTRESSED (2)'4 2)4 203 2023 55 1. 19 4' IB-0' PRESTRESS D (L5 /a15 b 6 413 mB 20 V 18- PRESTRESS Ms f2 Id% 4% 5e 1s 2L4 200' PRESTRESS (45 fD5 Bob 53 669 1] -0 70'-8' FRES1RE% (L 5 (vs 1222 t23a 311 629 PRESTRESSED fL5 (a)5 10K IP4 166 51l TABLE N0. 7 REINFORCING SCHEDULE & LOAD CAPACITIES. SAFE WORKING LOADS (PLF) 8" X 6' LINTELS LNTEL LBISTH CLEAR LINTELPE UNTIL. STEEL PLAIN GRAVITY cAPACRY GRAVITY LAPPLIn f@nL nnu GRAVITY CAPACITY (115L finu UPLIFT CAPACITY (InLanU UPLIFT CAPACITY VnL r2nU SPANBOTTOM BAR Toll 3 3.6- 2-2 T D (2) 111 BID 665 B65 2480 2W0 4-0' 3.0'ST (2) `2 (2)4 Ile was tf35 663 lose a-0' 3'-3 4r 2) all 151 651 148E KB9 A4V 3-4'ST )4 MIS 5% sell 10m Bee Be 54' 4 0-ST ()4 659 %0 930 IIK 1114 510` 9i )IS (1/4 Sill E@9 80'. 9% 9b6b d S 1.ST 4 (1/ a% 141 141 T15 851 6 6 -a'6f 416 T5 TBSellT ( 458 6% 6%6 a 'T 5 (J (L4 3BT 5% 5B6 Say 66, 4' PREUSi q) 4... 315 560 568499 64T B'353 536 5% As0 PRECAST (D'4 O14 334 Son Son 411 516 0' PRE A0T ( )'4 I'lR a06 we 435 3 b 494 ' 2 _ FOI ) (2)4 245 3V 317 239 423 E.O -0' GAS R)5 fL5 2a 30 SAS M Be -8' r£L 6i (25 (L5 203 aBa ]Ba n ilS3' PRECAST (2) PD 243 a43 51 3%-0'-B' FTECABi !L 5 lab 61 109 B TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LNTEL ENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL UNFIT LED GRAVITY CAPACITY GRA GRAVITY LN'AGITY (ML.(OJBI Vltt GRAVITY CAPACITY fliNnU UPLAT CAPACITY (InL(11511 InPR cAPALnY (IA5Lf3nU BOTTOM BAR tOP BAR 3-8 a 1a34 4-0' 2 w PRECAST (2)4 (294 101 925 195 L63 I063 4 -]' 2-I@' PRECAST GI)4 (2)4 041 wo B30 HIS Ira 4 -4' 3-1. CAST (2)4 (2)4 %3 loam 230 5% E% 4'-V 3-4- PRECAST DM (2)IS 8% 111 mN Sao Sao 5'-e' 4'4' CAST (2 5 1 b% SAS 846 IRS 1 SlapB-4- CAST (L'4 (2 458 6% 693 60 130 T-V V-4' PRECAST (L4 all 56B BeS 4% "1 8'-8' T-4- ST M-4 14 Be We AM 375 See 91-1' B'-4' CAST (2) At ]13 45 49 391 413 ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODI- RESIDENTIAL, 6TH EDITION (2011), SECTION R&06.14 OR FLORIDA BUILDING #5 CONTINUOUS -8"K16" KNOCKOUT BLOCK !, j000 PSI GROUT (P 3LACED IN FIELD) TOP BARS: g SEE SCHEDULE 8 (1) #5 CONTINUOUS 7/2" STIRRUPS AT Plea" cc ('ThIED OR WELDED) (2) STRANDS 7/16--- 7 WIRE STRESS RELIEVED 270kal PRESTRESSED CABLE S-(1) #5/(1) #5 PRESTRESSED Fry � • r 6• '• 6. {„ r N A. KYN rtilmro ,•.:' . YN tee.. r• • U11a1 : 4: •' r g� T' 8/20-S_0) 0AI) #5 TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LEN5T1! CLEAR SPAN LINTEL TYPE LNIELMEEL GRAVITY CAPACITY (anL(lAll GRAVITY CAPACITY (InL(I)511 UPLIFT CAPACITY GI�T(InU UPLIFT CAPACITY FAST DMO Will BAR TOP BAR 1.6' r rz () 10000 10000 0900 1 0 3 6' 2-2' CAST (314 10000 10000 lames 100m0 11 0' ]-e' PRECAST (214 a) It 92D IOm00 moo III 4 6 3-2 T (L4 (2)4 b940 10000 osob 1=0 d B' VAi T (2)4 (2)It 6364 0000 10060 ImOmm 5-4' Age FRELAST 4L5 (2)4 10000 1ee00 %19 I0000_ 5^O' 4 6' fa (2)4 5543 100m 1616 1=0 6 4 5.0 014 (2)1 10000 10m00 b529 coca, 6 6' 5-T PRECAST f114 (2) 10000 base Sao 10000 b'-B' 5'"o PRECAST (L4 (L4 S000 10000 5BI1 a000 7-6' V-2' RECAST (L'4 (2)4 85BI Rol 405 NIS 11. 6'-,. RECAST C)`1 _ (2)4 Bn1 61,000 QA0 B 0' 6'-1. PRECAST a)-4 (2)4 1436 1001 3853 a 4' T-0' FfEGA6i (2)'4 (a) 4 Sol 0m00 Sale 8'-0'• _ CAST U)4 (1)4 6293 6%3 271 111 S4' Pill (L4 (LPL Pass 50{3 2094 II 4 b-0PRECAST (L5 0) 5 4221 4➢21 n6310'-B' PRECAST (L5 eVe 311E 311E 154E 114S 13 6 II -]' T (2)5 e2)IS 341] 3412 kll 25% See Us 14 0 11'-e' FRECAST WIs (]15 2131 2131 60% IB'-4' PRESTRESSED fLM (L 4 3231 3231 1d9 6-4 k 0' fY)'A (L 4 fyrz 22W a280 294b a2B0 533 532 1055 11 4' IS -V PRE51RE69ED f2)4 E 4' IB 0' FRESTRE%EP (D5 (1)5 1013 BI3 416 B44 10 0 Isms, TR02 C) To fL5 6 6 11 lBB }I.4 30.0' PRESTRESSED IDS (i) 1 id 3 44B 691 Ilea 20'-B' PRE6 (L5 (L5 80 649 24"0' ]]'-B' PRE6TRESSEp (3) 5 _AID 5 IA 114T 214 544 TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 1 B" X 141, COMPOSITE LINTELS LINTEL iN CLEAR BP'N' LINTEL THIS LINTEL III GRAVITY CAPACITY (VI IIeN GRAVTY CAPACITY (InL (Ind UPLIFT CAPACITY rIf5L OISU uPLIFl CAPACITY elf_ e2nl Sol BAR TOP BAR C T !1) ()n B Ib1ID09 00m0 00m0 PRECAST !Lrz 5 14 10000 4 0 2-8' PRECAST !Lrz (2)4 Bob wow 1441, 10000 46 3.2' PRECAST rilrz (2) `2 2141 1021 D me 4 e 3-d' PRECAST <])4 (L4 2519 6231 6150 126 11-1. Plea' PREC49T 01)5 (L4 4111 44n 3169 4830 5 10 4'-6' PRE AST PRECAST fL5 fL4 (a)4 - (2)4 3344 303E 3%4 BOSS 3065 Z35 3965 31n b b' 6-2' PREC49T (214 (a)4 7591 }393 SOPS PRECAST (L4 (1 2138 Tat 235E 23% A 6.1' PRECAST (L4 (2)V 219 263 111E 230E lee b I' PFEGASi T4 ( alma ]0B 1645 L!9 B-v Seel OFF T (L'4 n 195T 1951 1494 2058 S-e T-01 RECAST (L4 ( e see ise I BIB 8.0' RECAST tl)4 O)4 15n Sri IDEA BSI b-6 91' PRECAST n)V )4 B69 1266. PD1 B14 II.4 '0'-0' PRECAST (2) IS 1130 Ina bis Ilel tl-0 V-0 PRECAT !L5 ())5 b4l 01 5SA Imes D-6' Ed' PRECAST (135 EBB 900 541 1015 B-4 Heal RECAST fL5 (L5 901 = 465 %5 -0' n'-B' PRECAST R)5 fL5 642 04a 4K as TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES: SAFE WORKING LOADS (PLF) 6" X 14" RECESS DOOR HEADER LINTEL LENGTH CEAR SPAN LINTEL THIS LNTEL Elsa, SR�VITY CAPACITY (anL OAL GRAVITY CAPACITY (InL (In1 UPLIFT CAPACITY (InL (Intl UPLIFT CAPACITY (InL (2)% BOTrom SAR TOP BAR 3 0 i ) __-Tun- 20 0m0m 91% 100m0 4-@ PRECAST fL4 0)4 %51 10m00 1140 1000m d4- 14-1, PRECAST@)4 (1)4 9906 )366 8T434 /' PRECAST (1)4 t1)4' Bell B053 613E ebb 4 e' .4 FFECAST (L4 !L4 2519 s231 5150 TUB 5 -B' d 4' PRECAST (L5 it 4 14 38 3211 1" 6 e 5 4' PRECAST (L4 ] rz -1T3B aT90 135E 389E Seel PRELdBT (a14 2 1100 1646 331E U4' T (L4 nb 1341 1195 Elea' B'-4' FRECA9i (L4 56 1436 9l4 IMJS 8/32-S-(1) #5/(1) #5 QF=f A R C H I T E C T S +_- LONGWOOD, FL 32750 �. V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIII"II LIomm0021o0r E 8 is E 0 A T SUBMV. & LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 )MOO-01 PROJECT: R5025.052/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA iD'ATE: 4/30/19 SCALE: 1/4rr=V-01e SHEET 3. 1 OF SQ.FT. CALC.'S 15T FLR. LIVING GARAGE 1,452 393 50. FT, 50. FT. TOTAL LIVING ENTRY LANAI 1,845 19 SO SQ. FT. 50. FT. SQ. FT. TOTAL 1,944 SQ. FT, CUBIC VOLUME LIVING 12032 SQ. FT. EXTERIOR MA6ONRY WALL BRG. HEIGHTS 64, 5R3. LOAD 5%, WALL NON -BRCS. WALL COIrPONENI AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND DUSTS CALL # SWAFIE wim Sm ZONE 160 MPH WIND FOOTAGE ��R WIDTH FE0W 1 112 161-0D'-0' 192' 84' 5 2603/ -44.03 OHIG 2 20 3068 DR 36' 80' 4 30,6¢% -30.64 3 11 25-514 38' 63, 4 3231/ :42b2 EGRESS 4 11 EMS 38' 63' 4 32.31/ =42b2 5 42 5066 SGD 14' 80' 5 28.14/ -51.015 b 11 25-SH 38, 63' 4 3231/ -42b2 l Il 25-SH 38, 63' 4 3231/ =42.62 8 11 25-SH 38, 63' 5 30.64/ -51,15 EGRESS 9 11 25-SW 38, 63' 5 39b4/ -51.18 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL. PRESSURE COEFFICENT=+ .I8 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, &TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 06 TO MEET THE ALLOWA15LE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. MI 2xb u e V9' O.C. ,CABINET SECTION BM I m m 3'-2 ff 10' -0" r--------- _-■` LANAI 8'-O'x10'-0' I I I O � + I 5068 SGD 5 I R/TIC D' B-SH DINING I GREAT ROOM 10'-O'x9'-O' I 14'--a-4' a', -a', CLG. I I, I � --�I cl/ ail I I O10 n I Ogg 4) vll le KITCHEN '-10° 2'-8" 3'-2° I b'-10"v 4'-8" ' e R/T C OUT WALL 2' AFF. c0 ;, i OPT. _ I REF. 3 SN 2x8 A/G I m I SHOWER HEAD e � I TUB BEDROOM� 3 O B'-8' CLG. co , a) Q u 7-4" 3'-10" G' U 4'-,5" -- 3-0 BF. �� R/T II 3 IR ISH q 2-6 L{}- m 2'- BEDROOM 2 12'-0'x10'-0' r o rM.T. O 2 EN Ry— 8-N I 1_211 r g 25-SH EGRESS a m N Lu O 0 OWNER'S SUITE Ifi Nt 14'-O'xl3'-4' Il 8'-8' COS. 0 ROWER HEAD ° N - C 1 RwT ■ > d 4'-4' x 0. BATH 1 -;, ;; I a nt I I `D I nn I°II I II III N @ m I —u I 1 L_ J N — r I „l Lur 11 �I W.I.C. N iLl � i i N I Lull 8'-8' GLCx Q � � , ■ m IR-ISH m 8 BOLLA G 1 ATTIC ' 1 COND. I 771C I L ACCESS U e FOYER CL& 2-CAR GARAGE ■ I5'-0'x20'-0' ELECTRICAL N PANEL PAD -OUT I STRUCK BLOCK HB I ° GARAGE WALL I I 1 ■ 16'-0' X 1'-0' OHGD O ■ ■■� IIIIIIIIIIIIII■ 2'-4" 2'-4° -8" 10 -0" -8° 4' -8" 1 19' - 4" 40'-0" ,l i,° i I ��, f .. VV �IG9C A R C H I T E —CT S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r II�"IIII"'� E 8 m E 8 r SUBDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 51 ATE: 4/30/19 SCALE: 1/4"=1' - O" SHEET 4 OF 12 5tj 8'-8" BRGz. HGzT. - --- 1'-0" b' W. SCORED LINE ❑ ❑ ITYP) TEXTURED CEMENTIOUS 0 0 COATING PER (A5TM T_ C926)ITYPJLj 0'-0" FIN. F_ LR.� ------ -- - SHINGLES (TYP) I -I I -I I -I I -I III�IHI�ID�IRI�U FRONT E LEVATI N SCALE: 1/4 = I'-0' ELEVATION 'A' BRA. IHGaT.� HDR, HGsT.� 0'-O" FIN, FLR.,L 12 5 SCORED LINE (TYP) �8'-8" BRCx. HGT. 8'-8" BRCS. I'-O" HGT. 6'-8" HDR. H TEXTURED CEMENTIOUS COATING PER (ASTM C52(p)(TYP) s o0'-O" FIN. FLR. O'-O" FIN. F 12 � 12 5� OFF -RIDGE VENT �5 OPEN TEXTURED CEMENTIOUS r COATING PER (ASTM G92(o) (TYP)---- SCALE: 1/4 = 1'-0' ELE' OFF -RIDGE VENT 5! OFF -RIDGE VENT ii' 12 5 TEXTURED CEMENTIOUS COATING PER (A5TM G926) (TYP)� ------------------------- OFF -RIDGE VENT SCALE: 1/4 = I'-0' ELEVATION 'A' BRCS. HGzT. P -0° i6'-8" HDR. HCzT. -O" FIN. F 12 5 8'-8" BRCS. HC:T. 6'-8" HDR. HGT.h -- — - — - — - — - — - — - — - — - — - — - — - — - — - — ----- - ----- TEXTURED CEMENTIOUS 2 _0" COATING PER (ASTM C926)(TYP)-- �El. 0'-O" FIN.=LR-��� RIGHT ELF TI� SCALE: 1/4 = 1'-0' ELEVAT 'A' -8" BRG, HGT. -8" HDR. HGT. -0" FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 1864SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.21 SOT REQUIRED VENTILATION AREA (6.21 x 144) 894.7 %Iff. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 894.7) 44q 4 Sq.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./Vw SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 39 IF PROVIDED LF OF SOFFIT VENTILATION 187 LF �r r -8" BRGa. HGT. �1 0,�6'-8" HDR. HCxT. _ oO'-O" FIN. FLR. I A R C H I T E C T S Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www, abdesigngro u p.co m AA #: 0003325 oll �I"IIIII'I �v0moo�mvo� S'UBDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 moo—oi PROJECT#: R5025.052/00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 4/30/19 SCALE: 1/4"=1'-O" SHEET 5 OF 0 OA JC OrSCHEDULE CONNECTOR CHEDU E CONTROL DATE: 07-01-15 SIMPSON USID DES. UPLIFT GRAVITY DES. 'UPLIFT GRAVITY FASTENER META-16 1450 PTA 16-18 1400 (T) 10d x I In I -PLY, (6) 16d 2-PLY, CUSP: (10) IOd X 1 1/2" - NO ad OPTION) (2) META-16 I9E9 (2) HTA 16-18 2B00 (10) 10 d x I In' I -PLY, (USP: 00) 1Od x In.) 1900 (14) lad 2-PLY (U5P: NO Ibd OPTIONS HETA-16 laic HTA 16 1615 (9) 106 x I IR''-PLY, (a) 166 2-PLY USP: (10) IOd x 11/2', NO lad OPTION HETA-20 1510 HTA 20 I615 (9) IOd x 11/2' I -PLY, (B) Ibd 2-PLY USP: (10) 106 x I IR', NO Ibd OPTION (2) HETA-20 2035 (2) HTA-20 3110 (10) 106 x I IR" I -PLY USP: (10) 106 x I Id' 2500 (12)Ibd 2-PLY (U5P: NO 16d OPTION) z 0 LGT-2 2150 LUGT-2 SIS _ (V - 1/4' x 2 1/4' TITEN, 2 PLY (USP: ELK (5) 1/4' WE, WOOD fl6) 10d (/ 1 DETAL-2(p 2480 NO USP CONVER51ON FOR SIMPSON DETAL-20 00) - O0 x 1 112,1 PLY MGT 3965 MUGT 4000 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED', (22) 1Od TO WOOD (U5P: (25) 106 TO WOOD) HGT-2 10950 HJGT-2 9365 (2) 3/4' A.FR_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), llb) 1Od TO (WOOD (USP: WOOD (B) 10d) 43T-3 10B30 HUGT-3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), 06) 106 TO WOOD (USP: WOOD (8) 10d) GT3-6OS2S 3205 LJGT-3 5330 (12) SDS 1/4"x2 1/2' TO GIRDER, (4) 3/5' x 5- TITEN HD TO WALL (USP: GONG, (4) 318' X 5' WEDGE BOLT, WOOD (12) W525) L7A2 1210 PARALLEL TO WALL 1425 PERPENDiOULAR TO WA_L LP -A 1555 (10) IOd x -1/2' (U5P: (10) IOd x I In. VGT 4940 i NO U5P CONVERSION FOR 51MPSON VGT (U 5/e' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-6D6 1/4'X3' TO WOOD CD VGT TIES NO U5P CONVERSON FOR 51MFSON (2) VGT) (U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN, 12- EMBED), (32)-5051/4'X3' / 2 PLY MT5-12 1000 MTW 12 SS5 (14) 10d x I In' (U5P: (IA) Od x 1 4% (14) Od) H76-16 1150 HTW 16 1660 (16) I0d x 1 1/2' (U5P: (16) 106 x I IR', nb) 106) H73-20 1450 HTW 20 2045 (24) ]Od x I IR' (USP• (24) 1Od x I In', (20) IOd) 1=T5-24 1450 HTW 24 2045 (24) 1Od x I In' NSP: (24) 1Od x I In (20) 10d) LSTA-12 • 925 L5TA 12 9T0 No) Ice U6P (10) 106 L5TA-I0 .. 1235 L5TA IB 1360 (14) 10d USP: (14) 10d MSTA-16 .. 1315 META-IB 1315 (14) 1Od USP (14) 106 (n MSTA.24 .+ 1640 MSTA-24 I750 (IB) 10d USP: (10) 10d d MSTA-30 .. 2050 MSTA-30 2140 (22)10d UBP: (22)10d M6TA-36 2050 M57A-36 2525 (26)Icd USP: (26)10d M67'-36 38c0 KSTI 236 BOBO _ (36) 10d x IR' U5P (36) 1Od x I IR' MST'-48 5065 KT51 248 4250 (48) 1Od x I In USP: (48) 100 x I IR' H6 wo LFTA 6 1595 (a) 8d TO PLATES, (a) ad TO STUDS (U5P: ()6) 8d x 1 1/2', (16) ad) 5P4 855 SIT 4 945 (6) 10d x I VP TO STUDS U6P: (6) 10d x I Ia- TO 57UD5 A34 395 MP 34 410 (4) 8d x I IR' TO BEAM, (4) 8d x 1 In'TO POST. USP: (4) ad x I la" TO BEAM, (4) 5d x 1 0' TO POST. HGP2 645 HHOP 2 1010 (12) 106 x I In' USP: (10) IOd x I I/2' TO TRUSS, (10) 1Od X 11/Y TO PLATE FICA 1340 RT 16A 2160 08110d x I Ill' U5P: (9) IOd x 1 In' TO TRUSS, (B) IOd X 1 1/2' TO PLATE VGT., HDU4 4565 PHD 44 HESS (16)-506 1/4'x3- TO WOOD, (10)-SIDS 1/4k I& W/ THREADED ROD, (2) NUT6/W4SHER/2 PLY USP: 5/8' ATR MIN, T' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS VGT I HOTB 4940 TDX 10 5110 (I6)-SDS 1/4'x3' TO WO , (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NJTS/W45HER/2PLY U5P: 1/5' ATR MIN. T' EMBED 6ET IN HIGH STRENGTH EPDXY (4) 1/6 THRU-5OLT5 ABU 44 2200 6065 PAU 44 2535 6TT5 (1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED,) IN GONG., (12) lad TO WOOD USP: SAME AS SIMPSON ABU 66 2300 j '2000 PAU 66 2535 SSIS f) 5/8' ATR N NIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN GONG., (12)I6d TO WOOD USP: SAME AS SIMPSON (o LTTI9 « 1340 LT5 19 1205 (V 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. II- EMBED.) IN GONG, (8)1Od'TO WOOD U5P: SAME AS SIMPSON 12� 0 LT7205 r« BOO L75 20B 1105 (1) IQ' A.TR N HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG, (10)10d TO WOOD USP, 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) ]Od, (10) 1Od x I Ia', 2-1/2' = U FTT4 4455 HTT45 4465 (V S/S' A.TR IN HIGH STRENGTH EPDXY (MIN. T EMBED) IN GONG.. (IS) 5nFlO X I In' NSP: (20) Ibd X 2-11'9 USP HAS MORE NAIL OPTIONS: (20) IOd, (20) IOd x -I/2', (20) Ibd x 2 Ill' Z Q HTT5 5090 H7745 SABO f115/e' A.TR IN HIGH BTRENGTH EPDXY (MIN. T' EMBED,) IN GONG. (26) Ibd X 2 IR' (USP: (2W 16d % USP HAS MORE NAIL OPTION& (28) 10d, (28) 1Od x I -In', (20) 16d x 2 In' HHCOII-SDS 25. 11010 UPHD II 12090 (I) I- A.T.R IN HIGH STRENGTH EPDXY, (MIN 1O' EMBED) IN GONG, (24) SD59' x 21' WOOD aCREW5 (USP: (24) WS3 WOOD SCREWS) SCTB 6b45 TDX 10 5110 (U 7/8' AB. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) N MBHA 356/11.25 3475 5330 NFM35XII 3105 1130 61MPSON: (U 3/4' A.TR IN HIGH STRENGTH EPDXY (M'N. 6.5' EMBEDMENT) M G.71U. TOP, 0) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENU IN C 1. FACE, (SNOB TO BEAM USP: (U In' J-BOLT W/ MINIMUM 6: EMBED. + NOT LESS THAN 4- FROM EDGE OF GONG W/ 3/4' CIA ITW RAMSETREDHEAD DY IA BOLT SLEEVE ANCHOR OR EO, W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. W C9 HUSC412 (WOOD) 3635 2660 (FLR) HU64121F SOSO 2530 (FAR) (I0) Ibd TO HEADER (10) Ifid TO WOOD USP; SAME AS SIMPSON 3265 (ROOF) 8225 (ROOF' Z HUG410 (OMU) IB10 5055 HD410 IF IS05 3175 (IS) II x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1Od TO WOOD: (USP (ib) 1/4' x 3- WS3 SGREW6, (10) 106 TO WOOD. = HUC210-2 'CMU) ISO BOSS H0210-21F nOS 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU (10) 1Od TO WOOD: (USP; (15) 1/4' x 3- WlS3 SCREWS, (10) 106 TO WOOD HU0210 9 (CMU) ISO 4000 HD210-31F 1906 3115 (Ia) 1/4' x 2-3/4' TITEN 9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (U6P, (IS) 1/4' x 3' WS3 6G WS 00) 106 TO HOOD ( � . LGUM26-2-SDS 1430 5595 NO U5P CONVERSION FOR aMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 F'ER FLANGE) TO CMU, (4) 1/4' X 2 V2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON '5ET EPDXY-?IE`. CONTACT THE ARCHITECT/ENGMEER OF RECORD :`OR WRITTEN APPROVAL PRIOR TO 5j5S '. U. N_ FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING 6Y8TEM5. • WHERE ANCHOR EMBEDMENT 15 GREATER THAN T' D EP, THE VERTICAL GE-L N AMU _ WALL MUST BE FILLED SOLID U/ GROUT, • I0d COMMON NAILS CAN BE SUBSTITUTED WITH 10 x''n NAILS IN CONJUNCTION NOTION WITH A -31. REDJG'ION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE AROHIT=CT IS REOLI ED FOR THIS APPL,OATIOA PRIOR TO NSTAL'-ATION. -• MNIM A EMAETJME INTO THE TOP OF A BONDB=AM WILL BE 6, MINIMUM EMBEDMENT INTO THE F 'ND G _ ON 'L'LL BE T' W I— A.T.R. = 4301 ALL THREAD ROD (SIZE, *R07EGSION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS LOCA' ONS, AND CONDGIOIJS THAT MAY AFFECT CONN. OTOR5. -IF CON -R.O L T BE RE6PONSIBLE FOR MAKNG SURE THAT THE PROPER CORROSION PROTECTION S USED, WHEN U51NG STAINLESS STEEL CONNECTORS, USE 5TAIN-E55 STEEL FA5TENERB, WHEN USING ZMAX / HDc GA_ VAN ZED CONNECTORS,.-ASo.ERS GALI-1 = PER A57H-A53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN 9PPRO'CUL FROG T-E ARCHITECT/ENGIN==R OF RECORD PRIOR -0 J5E, ALL CONNED -OR VALUES BASED ON SIMPSCN 'WOOD CON5TR1kCTION CONNECTORS C-2013" , 'HIGH WING-RES'5TAM1 C NSTRUCTION C-E_O9, AND ANCHORING e FASTENING SYSTEMS FOR CONCRETE e MASONRY CATALOG C-5A5-20:2 i 2 x 12 (•2 SYP) �/I6' OSB (TYPJ NAIL (3) 12d 8 V-13' O.C, TYP 2x12 BM./HDR. ® ENTRY MINIMUM UJALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Pt.) UP TO 5'-0' TO EI U.N.O. W-11 1/2' �'-I I I/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 FLR. TRUSS/BEAM MUST NOT BREAK T-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRG. HEIGHTS 0 8'-8' BRCS. LOAD 5%. WALL NON -BD c�A -—III U1 ;_;� ✓\ III Q 1 7 J3 i u J5 (2) META-16 Ai3CsL -- A-1====F Q Air I ' = _ _- 6U O OQ A3 6 -Q ■ = _ O@ Z z0 _Q Q A2 A2 — - —_ k Ewil imiaiI Cl CI C2 C3Cs J4 J2 N •� Y r I u u I-� II II II II II 11 II ' II II II 11 II /II I I I I Lp II II I I I I I I 6 - 01, 6 1_011 4 1I 0:1 / 1 / II / =ICJ=Y/=---'GJ—Y/— _. -_71 =71 I I I I I II I I I I I I--- ■� '42' I I I M ATTIC I ACCESS - - IV _ Ix4 BTM. CHORE) BRACING - - • - - _ — _ — 12' O.G. MAX, SECURED W/ (2)10d COMMON NAILS 0 EACH CHORD INTERSECTION 'TYP.) � 1 _ I j n u n IIL J4 J4 1I = n u n u u u = II I IJ2 J2 II II II II I I .1 —Fr— ._-I}_. 1 II II II II II II II II Illy if Nilc 0 \9 It 0 %0 0 \D \Q It N RF FRAMING PLAN. SCALE: 1/4 = 1'-ID' ELEVATION "A' JI J3 J5 BI 82 53 54G J4 J2 (2) META-16 A R C H IT E C T S Design Gro u p`LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �op�o�0v� SVBDIV. & LOT: OAKLAND LAKE (LOT #52) MO DEL: 1452 XXX00-Ol PROJECT#: R5025.052/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHFECT: STATE OF FLORIDA D1kTE: 4/30/19 SCALE: 1 /4"=1 ° — 0" SHEET OF 0 ELECTRICAL LEGEND SYMBOL DEFINITION NOTI=B IIOV DUPLEX RECEPTACLE 1NT FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED 50nOM HALF 6UTCI4ED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED V GROW FAULT CsF1 RECEPTABLE INTER IJPTER (TAMPER RESISTANT TTPE) ® 220V RECEPTACLE 4 WIRE COWJECTION IIOV DUPLEX EQUIFFED III/ GROUND FAULT ��p fxPl RECEPTACLE MTEPoJPTER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4—WAY SWITCH LIGHT FIXTURE - WALL MOUNT y.� LIGHT FIXTURE — CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE — CEILING MOUNT LED y(.() LIGHT FIXTURE— /`�\P.C. PULL CHAIN LIGHT FIXTURE - KEYLESS �( LIGHT FIXTURE — VAPOR PROOF �( LIGHT FIXTURE — PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE — FLUORESCENT LIGHT FIXTURE — UG UNDER CABINET _ LOW VOLTAGE PANEL PANEL METER �D SMOKE DAT L BACK-UP V WARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT, BACK-UP W/ HAROun CO DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX SUPPORTED N ACCORDANCE W/ BOX MAPoCED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TY TELEVISION JACK T TELEPHONE JACK/ CAT 5 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45,602 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 35,602 VA x (4) 14,241 TOTAL NET GENERAL LOAD 24,241 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,241 NET TOTAL HEAT 10.450 TOTAL LOAD 34,691 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE _tI' LANAI FAN/CEILING PRE —WIRE 1 DINING i / I — JACK I I /Z � / /N l �l l / DED. 20 AMP / I I / I OUTLET FOR — 1 1 M. WAVE _ GFI KITCHEN GFI �. -- -- -- I■I BEDROOM 3 � i I 7Y. C. BEDROOM 2 � I GREAT ROOM FOYER I � 1 -- ENTRY COACH LIGHT (3) " 2/0 THHN/THU.N COPPER CONDUCTORS, lU " 6 T1414N/THL.N COPPER GROUND IN 2" CONDUIT. TRANSFORMER BANK: 50kVA VOLTAGE: 1620/13200-240/480V NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDEt (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 15300 amps CAN POWER COMPANY 200 TRANSFORMER AMP, PHONE / DATA WEATHER PROOF BOX SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 2 0is ,4MP E L E CTR I G,4L RISER PROVIDE N/THIUN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND NOTE: COLD 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. G SD. OWNER'S SUITE 0. BATH 11 GFI a uV 44' AFF F-- / iL I LIGHT 4 SWITCH IN ATTIC \� 2-CAR GARAGE i OUTLET I ELh TRIO L PLAN SCALE: 1/4 =I 1' 0' ELEVATION "A" as I I coND. 't Ic WP GFI SPRINKLER CONTROL RI- J CABLE / TV WEATHER PROOF BOX A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �nnn m �s000asamg SVBDIV. & LOT: OAKLAND LAKE (LOT #52) MODEL.: 1452 MOO-01 PROJECT*: R5025.052/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ATE: 4/30/19 SCALE: 1/4 SKEET 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: IN fF1 nc DBA Ryan Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model IfNumber Product Approval Glass T Method of Attachment Windows +32.371-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -imp ctillf 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3) Mullions N/A +/-7S DP Ply Gem Series 4700 Flange FL 15264.2 N/A Use X" Tapcon with sufficient length to achieve a 1 X" min. embedment with 2 X" minimum edge distance Fixed Glass +29.65/-38.87 +/-SS DP Ply Gem Series 4701 Flange FL 14434.1 non -imp cl11# 10 Wood Screw with sufficient length to achieve 14/4" embedment. Required anchors: Head (3), lamb (3) Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -imp 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 %", 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" O.0 Garage Doors +25.91/-31.39 +36/-42 Clopay 160 model 73W6 FL 16546.4 N/A Jamb to blodt on vertical jamb 1/4" X 1 1/4" 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 1FL 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 IFL 23352.1 N/A Structural Component N/A N/A Huber Eng. ZIP System IFL 17147.1 N/A I have reviewed the above components or cladding and I have approved their use In this structure. These products provide ade a resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: s I''. Design Prof: Architect Cert. No. AR0012079 Date: A R C H I T E C T S 4Design Grou LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1111oa ME go r � �IIIIINIII ��emoomoaom� E 8 W E O C SVBDIV. & LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C OR ARCHTECT: STATE OF FLORIDA Lai ATE: 4/30/19 CALE: 1 /4"=1' - O" SHEET OF 0 (0 5 REBAR VERTICALLY (0 5 REBAR VERTICALLY W/ CONC, W/ CONC. POURED CELL " POURED CELL (25' MIN LAP) (28' MN LAP) R-4.1 NWL. MIN. - _ TEXTURED CEMENTIOUS COATING Z L 8' CMU z ua PER (ASTM CWb) (TYPJ Q Y p _ 8' CMU N L N - 1/2, GYP. LLL. BD. CURB HEIGHT VARIES O = WOOD BASE N �E 3 1/2' CONC., R-cIPP. W/ 6'x6' MAxW1A U W OR FIBERMESH ON `� 31/2 CONC, I�IPP.W/b'x6' 6-MIL POLY ETHYLENE YAPOR - --WIAxWIA UW.F OR FIBERMESH BARRIER ON WELL -COMPACTED F ONJP-MIBARRYR CLEAN TERMITE i1REATED FILLzWd' ONLENE WELL -COMPACTED CLEAN I/2' RECESS L 4' 4' 4' TERMITE TREATED FILL (2) 5 REBAR ON CHAIRS 2) 5 REBAR ON CHAIRS 1'-m' 1-STORY FOOTING W BLOCK WALL 5 VERT. DOWEL PPED W/ BOND BEAM 5 REBAR AT CORNERS 28' LAP MN. TYP. REBAR LAP C AT LINTEL CORNERS 3 N' cac, REEF. v 61/6' VA)MA 161E OR F1000 3N GN L 6-ML PMY ETMENE VAPOR W r MAM ER 0 LLELL-COMPAGiED K - CLEAN TERVE TREATED FILL 5 MBAR ON CHAIRS GARAGE STEP-UP NON -BEARING 9G & R • '-0 e MA". PRODUCT DETAILS i REQUIRED SIZE AND DEPTI RECESS FOR SGD. TRACK FINISH FLOOR I 11 SLAB AT S. G. D. SCALE: I'.I'-0' HORIZONTAL/ VERTICAL %vim REINFORCING BEYOND 3/4' RECESS FOR PAVERSGARAGE DOOR REINF. W/ b'Iq WAxWIA WLF OR FIBERME PAVE — '- 6-MIL POLY ET14YLENEi V BASE BARRIER ON UIELL-COMP eI_m. FOOTING CLEAN TERMITE TREATEC BEYOND !0 5 REBAR ON CHAIRS EXTEND FOOTING UNDER PAVERS �Q�GARAGE DOOR FOOTING U ecALE:Ia'.r-m: Z i 1-STORY FOOTING DAT GARAGE 4 SC LE: I/2 • (1) 5 REBAR SET IN SIMPSGN HIGH STRENGTH EPDXY 6' EMBED. MIN. �3 1/2' CONC, RENF. W/ b'xb' WIAxWIA UAF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARKER ON u.ELL-COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS ALE: IQ .I'-0 -fir 3 1/A' CONC. REUF, W/ 6'x6' WIAxWIA WILE OR FIBERMESN ON -+" 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL z W L m� 4' 4' 4' W RECESS FOR PAVE1t 0 (2) 5 REBAR ON CHAIRS PAVER RECESS 9 @ ENTRY DOOR (2) 5 REBAR • I -STORY (3) 5 REBAR • 2-STORY a e OUTSIDE REBAR TO BE CONTINUOUS R REBAR LAP AT FOOTING L / SCALE: 1/2'.i-V A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 �III'llllll �ao0ov0m� sUHDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 X}0{00- 01 PROJECT#: R5025.052/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA bATE: 4 /3 O /19 SCALE •1/4"=1'-O" SHEET DI SHINGLES OR TILE (PER COMMUNITY SPECS) OVER *30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') EMBEDDED STRAP (PER PLAN) METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT WINDOW (PER PLAN), ATTACHMENT PER MFR, SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU 8' CMU PRE-ENGINEERED ROOF TRUSS BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) 14 J_ GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD ONC. FILLED U-BLOCK w/ (1) 05 CONTINUOUS REBAR PLAN PRE CAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) a - a Go BLOCK WALL SECTION — HIP ROOF SINGLE STORY BATT INSULATION ADHERED TO CEILING BOARD (R-VALUE PER ENERGY CALCS) 3 ATTIC ACCESS SCALE: N.TS. SCALE: 3/4'=I'-O' OPENING 22' x 30' MIN. NOTE: ATTIC ACCESS WHEN PROVIDED SHALL COMPLY WITH MIN 30' HEADROOM PER R801.1 OF THE FBCR 2011, bth EDITION ALL INSULATION (R-VALUE PER ENERGY CALCS) 'GYPSUM WALL BOARD U 15 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) ' P.T. FURRING STRIPS a IV O.C. OD BASE CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) j' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD --I D CASING AT SIDE AIR SEAL GASKET BETWEEN WOOD CASING 4 GYP. BOARD (TYP) 8' CMU BLOCK P.T. Ix4 or i'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) L� *5 , TC DO ' DRYW' Ix4 or lx�4 DOOR d I F I AS NEEDED UMB JAMB. OT EXCEED 4' ❑ IL f T. NAILER NG WINDOW TO BLOCK (+Y4 or DOOR JAMB TO BLOCK (A4 or %") 4A 8' CMU BLOCK ❑ P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) 8' CMU BLOCK P.T. lx4 or i'x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and a IS' O.C. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' kOOR DRYWALL 4 or Ix2 P.T. NAILER OOR CASING JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+3") DOOR JAMB TO BLOCK (+3") SCALE: 1'4-0' NOTNOTI NOTE: S I AS NEEDED SHIM AS NEEDED T UMB JAMB. TO PLUMB JAMB. D OT EXCEED DO NOT EXCEED" L DRYW 8' CMU BLOCK , DRYWALL Ix4 or Ix F T. NAILER P,T. Ix4 or'x4' MIN. Ix4 or Ix2 P.T. NAILER DOOR CAll NG (SEE WINDOW/D(OR JAMB BLOCKING ' 055 (4' WIDE MIN.) FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) l2d NAILS 8' FROM OOR JAMB / WINDOW EACH END and 0 IS' O.C. MAX (ATTACHED TO BLOCKING WINDOW TO BLOCK (+1 %") DOOR JAMB TO BLOCK (+1 Y") 8' CMU P.T. 2x (SEE WINDC0VOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) T ' DRYW> Ix4 or Ix' 055 l DOOR C! NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER Ox or r('-,' 055) W/ a' TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 %6") -,DOOR JAMB TO BLOCK (+1 19/16") AI `F C c. Al DC{ 8' CMU BLOCK ' DRY W P.T. 2x Ix4 or Ix2 (SEE WINDOW/DOOR JAMB BLOCKING P.T. IX (q FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB / WINDOW DOOR Ca (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or 111' 055) w/ �(,' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 %") DOOR JAMB TO BLOCK (+2 %4") 4D NEEDED B JAMB, EXCEED' NAILER )E MIN.) NEEDED B JAMB. EXCEED' PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) w/ J' TAPCON MIN. 1 J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 is") DOOR JAMB TO BLOCK (+3 %6") 8' CMU BLOCK P.T. Ix4 or J'x4' MIN. (SEE wINDOw/GIOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) 12d NAILS 8' FROM EACH END and 9 18' O.C. MAX SCALE: NOTE: LT SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED' LOOR DRYWALL 4 or Ix2 P.T. NAILER T. Ix (4' WIDE MIN.) OOR CASING JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER Ox or �(,' OSB) w/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 7i6") SCALE: I'=1'-0' NAILER UPLIFT UP TO 1,115 lb SIMPSON HT520 w/ (10) 10d NAILS TO TRUSS 4 lE MIN.) (4) J'X2 J' TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS} UPLIFT UP TO 2,350 lb (2) SIMPSON WT520 EACH SIDE OF TRUSS w/ (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'S SPECS} n, TRUSS ANCHOR RETRO—FIT SCALE: N.T.S. TRUSS CONTI) BEAM c• TAPCONS MIN. 2' COVER 2' APART WINDOW/DOOR JAMB 4 BLOCKING FASTENER SCHEDULE P.T. Ix4 or'x4' MIN: mm SECURE THRU FRAME INTO BLOCK w/ (1) TAPCON (MIN. EMBEDMENT I J') 8' FROM EACH END and a 18' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and a 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I° P.T.2x4: CEn SECURE TO BLOCK w/ (1)' TAPCON (MIN. EMBEDMENT 1 4') 8' FROM EACH END and m 18' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and 9 18, O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' P.T. 2x6: MEfl SECURE TO BLOCK w/ (2) TAPCONS (MIN. EMBEDMENT 1 J') 8' FROM EACH END and 9 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and a 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 a P.T. 26; SECURE TO BLOCK w/ (2)' TAPCONS (MIN. EMBEDMENT 1 4') 8' FROM EACH END and 9 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 9 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1' P.T. (2) 2x4: SECURE TO BLOCK w/ (1)' TAPCON (MIN. EMBEDMENT I J') 8' FROM EACH END and 6 18' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and Q 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I' P.T. (2) 2x6: RE SECURE TO BLOCK w/ (2) J' TAPCONS (MIN. EMBEDMENT 1 4') 8' FROM EACH END and m 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 0 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I a P.T. (2) 2x8: SECURE TO BLOCK w/ (2) J' TAPCONS (MIN. EMBEDMENT 1 J') 8' FROM EACH END and o 18' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and a 18' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I j' A R C H I T E C T S 4Design G ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � n�nnmi SUBDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: 1 5025.052/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHFTECT: STATE OF FLORIDA D,/ATE: 4/30/19 SCALE: 1/4"=1'-0" SHEET 2 0' NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE �( ' 0.55. or �' CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. m SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 9 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS Q 4' O.C. EDGEWISE, 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL %8 CDX EXTERIOR PLYWOOD or 15/i APA-RATED 0.55. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS a 4' O.C. 6 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS -8 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS m 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING X 0.55. or V PLYWOOD or fie' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS 0 4' O.C. PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING SHANK GUN NAILS ,s (o' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %6' .131 110;000 RING (16-20 RINGS PER INCH) Sd RING SHANK GUN NAILS a 4" O.G. TOP < BOTTOM EDGES f- TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (O.S5. TO BE STRUCTURAL GRADE) No 9 N a 2 n cz TOP CHORD BLOCKING -8 4' O.C. MAX IN FIRST (2) FRAMING SPACES e EACH END PRE-ENGINEERED TRU55 or RAFTER ROOF SHEATH BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C Sd RING SHANK GUN NAILS is 6' O.C. IN FIELD TYR, EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SS. TO BE STRUCTURAL GRADE) C8d RING SHANK GUN NAILS -8 12' O.C. IN FIELD or 8d x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS a 12' O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR. 3/4' T4G 5U5-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SECURE TOP PLATES w/ 16d COMMON NAILS g �F' O.G. 2-ROWS, STAGGERED II NOTE: DO NOT SPLICE TOP PLATES Lull H 6'-O' OF ENDS OF WOOD STRUCTURAL P NEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL WALLS AND INTERIOR SHEAR TOP PLATE SPLICE DET 3 SCALE: A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abd esigngro u p.com AA #: 0003325 r om�om000m� SVBDIV. & LOT: OAKLAND LAKE (LOT #52) MO DEL: 1452 XXX00— 01 PROJECT#: R5025.052/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ®strm .TE: 4/30/19 SCALE: 1 /4"=1'- SHEET D3 SON VTCR of ;ING (1) 6 EA 6'-01 O.C. M. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x BLOCK w/ x ECURE 2x6 MIN. TO - - (2)y' x V ANCHOR 51 B WASHER SET IN SIMPSc HIGH 5TRENGI (MIN. 6' EMI U ECURE 2xb MIN. TO (3)V x V ANCHOR Bi WASHER SET IN SIMPSc HIGH STRENGTH EPOk — EME i GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'4-0' PRE-ENGINEERED TRU55 ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 9 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' 44' PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING O BOARD 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) V GYP$UM WALL BOARD V METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. 3 V BOTTOM CHANNEL (25 ,T TO GAUGE) BOTTOM CHANNEL TO ,AILS SLAB w/ 10d x I' MIN. MASONRY 0 NAIL w/ WASHER -s 32' O.C. MAX. 0 ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a .K w/ w/ 2' NOTE: U5P STUD GAUGE IS HEIGHT SPECIFIC. CONSULT OXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. ENT) --- INTERIOR NON -BEARING 7B M��ETAL6 1SCALE K w/ w/ 2' TEXTURED CEMENTITIOU5 IJ REBAR VERTICALLY IN CONC. POURED U5P — COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) N. ' PWT C92(o) OVER CMU---` I \F ' CMU BLOCK •Y ,,--WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x V ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP50N or U5P HIGH BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS VERHEAD GARAGE DOOR (BY OTHERS) I' MIN. SLIDE , Room - ALVANIZED STEEL VERTICAL TRACK B SECTION (BY OTHERS - INSTALLED PER SCALE` NIB. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Design ro u fFLLC 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �'IIII"'II �om�v�0mov� EE 8 E OD ca C SUHDIV. Be LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4/30/19 I SCAT :1/4"=1'-0"' SHEET D 4 8" THICK, 3 COAT CEMENT NOTE: NOTE: PREFORMED PLASTER SIDE LAPS OF METAL PLA T R BASES CONTROL JOINT SHALL BE SECURED TO FR ING APPROVED BUILDING WRAP SMALL BE LAPPED A WRB LAVER 12, FORTIFIBER BUILDING MEMBERS. THEY SHALL BET ED BETWEEN MINIMUM OF 6" o VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) �� SUPPORTS WITH 0.04-15-IN. 1. 1-MM) WIRE 6" 6 HORIZONTAL LAPS. TO LATH a 9" O.C. MAX (VERT.). APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE T N 9" NOTE: DO NOT FASTEN CONTROL JOINT TO el" (VERT.)O.C. MAX AT SUPPORTS (229-MM). AS PER A5TM Gl 1.5.1, WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ Ya' LEG MAY BE USED TO TEMP. WRB LAYER #1, 5TUCCOWRAP FOR REPAIR OF TEARS IN LAYER5, LAP TO BE I" SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY BE PATCHED L STICK MI". AP ®METAL LATH TEMPORARY 5TAPLE6 TO BE REMOVED AFTER r _ x x x x s" THICK, 3 COAT CEMENT INSTALLATION — ,, ] s . r � - , x x x PLASTER WOOD SHEATHING METAL LATH METAL LATH FASTENERS TO BE SPACED 7 O.C. MAX VERTICALLY �' To �Ap"'" PROTECTED FLASH TAPE 6'MI°.e: 6•MIN e. TAPE WRB LAYER #1, 5TUCCOWRAP WRB LAYER #2, FORTIFIBER BEHIND CONTROL JOINT # WRB I TAPED TO W MIN PAPER LAP BELOW ONLY (OR APPROVED BUILDING PAPER (OR LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WRB EQUAL) DIRECTLY APPROVED EQUAL) CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6" TO V FROM CONTROL #2 OVER TOP. WRB TO SHEATHING TAPE WRB LAYER #1, TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS 02 TO BE LAPPED WRB LAYER #2, 5TUCCOWRAP (OR ON STRUCTURAL STUD WOOD STUDS VERTICALLY 6" MIN. FORTIFIBER BUILDING '" " "" APPROVED EQUAL) NOTE: STUCCO OVER PAPER (OR DIRECTLY TO SHEATHING 1. FASTENERS FOR LATH TO BE NAILS OR kf SHEATHING 'METAL LATH. METAL APPROVED EQUAL) 7rTH STAPLES IN COMPLIANCE W/ A5TM G1063 v j LATH To HAVE 1 ° LAP MIN. &PAPER ATVERTICAL DEAIL 2. WIRE TIES TO BE (N0. 18) 0.04i5" WIRE TYPE "M" CONTROL JOINT �® WOOD SHEATHING 1 SCALE: KT.S. xa 3. BLOCKING SHOWN MAY BE IN ADDITION TO m WALL STUDS REQUIRED PER PLAN NOTE: APPLY SEALANT AT "M" CONTROL HORIZONT LATH PAPER LAP JOINT END TO END CONDITIONS & PAPER D TAIL 2 SCALE:KT.S. GUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. 6 LONGER THAN THE //7 FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 055 AROUND PENETRATION 1" OR LE55 PIPE PENETRATION r. ' WOOD SHEATHING STARTING WITH THE BOTTOM WATER RESISTIVE BARRIER HALF OF THE PIPE, REMOVE �b. THE RELEASE LINER AND FOLD LAP 51DING (PER BUILDER) THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM f (LENGTH W15E WITH ADHESIVE FLASH 1 AND APPLY IT TO THE . LEGEND TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED DRAINAGE PLANE ALIGN THE PROTECTO FORM FLASH 1 STEP 1 SAME MANNER, MAKING SURE STEP 2 (WRB LAYER *I, WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE 5TUCCOWRAP OR FORM FLASH 1 TO THE BOTTOM HALF OF PRE55ED DOWN TIGHT TO THE MINIMUM CLEARANCE j, APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. (PER MANUR SPECS) TAPE WRB LAYER #1, WRB LAYER #2 PER FBC R103.1.1 5TUCCOWRAP (OR APPROVED 5"X7" CONTINUOUS GALV. METAL z (FORTIFIBER EQUAL) DIRECTLY TO SHEATHING STEP FLASHING (NAIL TO ROOF BUILDING PAPER OR DECK, NOT WALL SHEATHING) APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WRB LAYER 02, FORTIFIBER EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER (OR CAP SHINGLE - DO NOT NAIL o METAL LATH X X X X SHALL COMPLY WITH THE APPLICATION APPROVED EQUAL) a REQUIREMENTS OF A5TM C 926-12A. x METAL LATH ADHERED SHINGLES TRIMMED STUCCO x x TO COVER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND X PROTECTO FORM FLASH 1 WOOD SHEATHING FRAMING SHALL COMPLY WITH A5TM C 1063-12A X< CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS LoGTITE SPRAY ADHESIVE NOTE: (CLIPS, STRAPS, STAPLES) DIRECTLY TO OSB AROUND I- ` METAL LATH: LATH TO BE PER AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING X' PENETRATION STUCCO FBC R703.1.1 f A5TM C-841-09, ELA5TOMERIC COATING MIN. 2.5 L55. PER 50. YARD PIPE PENETRATION DETAIL X '' (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES 3 SCALE;KT.S. x OVER 5TUGCO/ C.V. FIN15H NOT MEET SPECIFICATIONS) (SEE TYP WALL SECTION) "L" FLASHING SECTION 4 SCALE: Krs. WRB: WATER RE515TIVE BARRIER A R C H I T E C T S Design ro u p"LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r nmunn �emmomomog E] 8 im E O C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 4/30/19 I SCAT :1/4"=1'-0"' SHE�E��T� VV AI j TEXTURED CEMENTITIOUS WRB LAYER #I, UCCOWRAP (OR APPROVED COATING EQUAL) x: WRB LAYER 02, P0RT11=1BER BUILDING i WOOD 5HEATHII� 1 _ $" THICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 T E SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED il x, SEALANT. PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HO7 ED VENT ATTACHED PER MANUF. (5ET IN CONT. 5EALANT) LAP LAYER5 OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. .; X APPLY 5EALANT AT PERIMETER OF OVERLAPS KICKOUT `.:_ - 1 A OV SHIN 5 y B E GLE NON -MOVABLE F AME AND STUCCO ON ALL 5EALANT ALL 51DE5 DIVERTER I" MIN. ``* SELF -ADHERING FLASHING "' SIDES,Ya° SEALA T JOINTS ALL AROUND � 8" THICK, 3 COAT EMENT PLASTER STEP FLASHING METAL LATH 6B DRYER VENT BLOCK DRYFLEKT KICKOUT DIVERTER WRB LAYER 12, FoRTIP15ER BUILDING zo PAPER (OR APP ZOVED EQUAL) Q° BUILDING PAPER ER DRYVENT FR ME) OVER "QUICK FLASH" - FELT UNDERLAYMENT 6A SCALE: N.TS. PIPE THROUGH WALL PER FBC R103.1.1 5HINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", —FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENT5 OF SHEATHING, MECHANICALLY` UNDER QUICK FLA51-1 A5TM C 926-12A. FASTEN 4" O.C. MAX. VENT PENETRATION ASCALE: N.TB. INSTALLATION OF EXTERIOR LATHING AND FRAMING 5HALL COMPLY WITH A5TM C 1063-12A WRB LAYER 02, FORTIFIBER WOOD SHEATHINGJN� LEGEND WOOD WRB L ER #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION STUGC RAP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD—APPRq D EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF WALL 5 SCALE:NTS. SHEATHING WRB LA ER #2, WOO-I/8 TEXTURED FINISH ,@ WOOD CONSTRUCTIOFASTEN WRB LAYER *2 INTER5EGTION5 FORTIFi R TO WOOD 5TRUCTURAL (FORTIPIBER BUILDING PAPS R BUILDII 8 C PAPER (OR MEMBER 6 -I" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 GOAT OF 5HER-CRETE APPRq', "THI'C D EQUAL) %8" TO %` MID -WALL METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMEp PL Gg 3 COAT CEMENT WEEP SCREEDSCRATCH STUCCO COAT PRIOR TO ELEC. METER WALL %$" TO ll _6" WIDE STRIP SELF " MID -WALL ADHERING FLASHING, CLEAN WOOD 5HEATHING INSTALLATION WEEP REED MA50NRY BEFORE APPLYING SELF-ADHESIVE FLASHING 1 (PER 3/WAI) 6" 5EL ADHERING FLASHING TEXTURED FINISH 6 MA50NRY HORIZONTAL WEEP ! REED HORIZONTAL WEEP SCREED NOTE: ELEC. METER FIELD VERIFY ry FRAME TO AME ry (FRAME TO BLOCK) B METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C (A SCALE: N.TS. r gCALE: N.TS: C-04i-09, MIN, 2.5 L55. PER 50, YARD (UTILITY OR LOCATION NOMINAL LATH pOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND EP SCREED & APPLY SEALANT AT WEEP SCREED END TO ENE) JOINTS ELEC. METER FIELD VERIFY LOCATION GUT ENOUGH PROTECTO FORM 5EALANT ON TOP 8 51DE5 ONLY FLASH 1 PIEGE5 TO COVER BOX 4" NOTE: ATTACH PER l� PAST EACH 51DE. 5TARTING AT THE MANUF. SPECIFICATIONS — BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PU5H THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENINGEll POLYMERIC 15OCYANATE-POLY5LEND 51NGLE FA514I0N TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN I" TO CORNER. -, STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY 5EALANT AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING 511DE5 OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION 5ELF ADHERING FLASHING APPLY E-Z BEAD ° • ° ° ° OVER STUCCO/ C.Y. FINISH FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE "D" FELT 0 0•0.0 0 (OR APPROVED EQUAL) o0 0; (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" 5ECTION) ELECTRICAL CONDUIT METHOD A5 DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT oo o� METAL LATH PENETRATION "PIPE PENETRATION DETAIL" 8 SCALE: N.TS. 02, AT ALL JOINT5 AND ' °' °' ° ° o.o.o.o INTERSECTIONS EXTERIOR APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER PORTIF15ER WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ���LECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND D15CONNECT APPROVED EQUAL)11 STEP 4 STEP 5 �"'�:rLTS.T� STEP 6 A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Eqq 8 v6 O C L SvBDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT: STATE OF FLORIDA 4/30/19 I SCALE: 1/4"=1'-0" 1 SHE�ET% �� V V A2 WOOD SHEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ Ns" TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER 11, - 5TUCCOWRAP (OR APPROVED EQUAL) a" THICK, 3 COAT - CEMENT PLASTER WRB LAYER 01, A 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AM66-WFWC-l50 CU5TOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM(o(o-WFWC-150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 6" SELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER /-- AMICO AM66-WFWC-150 CU5TOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING X-X-X-10 d VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/5" TYPE "X" DRYWALL W/TEXTURED & PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD II I l NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-091 MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) CON5TRUCT ION 'HER RE515TIVE BIER � HER RE516TIVE BIER #2 ICK, 3 COAT CEMENT PLASTER IE T L LATH COD SHEATHING E ER/BEAM I CORP. (OR FOR CLARIFICATION OF ,TE ACCESSORIES ONLY) EDGE INSTALLATION 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO 5HEATHING e 1" O.C. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING x- METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ,RN.ER BEAD C FRAME SCALE: N,TS CORNER BEAD (FASTENER & 5PACING @ i" O.CJ CMU V THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT � CORNER BEAD C BLOCK 1(✓ ll SCALE: M.S. A R C H I T E C T S Design ro u LLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"'III"II � omvo�ovovJ SUBDIV. k LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 ?IXX00- 01 PROJECT#: R5025.052/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4/30/19 SCALE: 1/4"=1'-O" 1 SHEET �� �� V V A3 WOOD SHEATHING WRB LAYER $1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WI LAYER #I, 5' (OR APPRO1 WRB LAYER 12, FORTIF15E PAPER (OR APPRO� I' g" TH CEMEr 6" 5EL1: WINGvw r�,�iv�� CASING BEAD C WINDOW FRAME, NO BAND 1 Jl� SCALE: N.T.S. '2TUCCOWRAP EQUAL) 6 FORTIF15ER R (OR JAL) R WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT- PLA5TER ANGLED CA51NG BEAD 6"SELF-ADHERING FLASHING DRIP CAP WOOD 5HEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " VIEW FOR^ \ sTHIC , 3 COAT CLARITY) CEMENT PLASTER WINDOW FLANGE1� WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH s" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 1 JD SCALE: N.TS. LE GE DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PE C-841-09, MIN. 2.5 L55. PER NOMINAL LATH DOES NOT ME SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER e STUCCO TO 51DING TRAN5ITION—� SIDING � Y: GAP TYP CASING BEAD TO TRIM WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD �bCALE: N.TS. (CROSS-SECTION) WOOD 5HEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD —X X X I VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD C RAISED BAND FRAME 1 J SCALE: NT.S. FBC R103.1.1 / A5TM YARD (UTILITY OR SPECIFICATIONS) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH \ /SEALANT WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHIN6 WINDOW FRAME / \—WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/YS" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 4 BUILDING WRAP p,7),EZ BEAD WINDOW CASING SCALE: KTS. 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #I, 5TUCCOWAP (OR APPROVED EQUAL) CA51NG BEAD 6" 5ELF ADHERING FLASHING OR PEEL 4 STICK WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ys" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / (o" SELF ADHERING FLASHING WOOD 5HEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design ro u ITLLC 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r IIINIIII �saee000m� oE C� co E �t L SUBDIV. 8e LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 )M00-01 PROJECT#: R5025.052/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT. STATE OF FLORIDA �CANTWELL NO 12079 DATE: 4/30/19 SCALE: 1/4"=1'-0" SHE�E��T� VU A4 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 1 U SCALE: H.TS. (FRAME) APPLY 061 W2U (OR EQUAL) SEALANT WINDOW/GMU JOINT. FLUID APPLIED FLASHING (PERM -A -BARRIER OR AAMA 114 EQUIVALENT). SLOPE SILL TO EXTERIOR WALL FLAS YY[11►1 TEMPORARLY rnI n-I Its it SECURE HOU: " P UNDE FOLD IN AT J, SLOPE INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED =DGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL .115NM11 NOTE: 1. 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 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT -' COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (0" 5ELF-ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 3 STEP 7 MIN. TEXTURED EMENTITIOUS COATING VER BLOCK STUCCO OVER BLOCK (MIN. THICKNESS a") ORLANDO/TAMPA S. FLORIDA STUCC ( MIN. SI APPLY 3/s" NOM. CONTINUOUS )EAD OF SEALANT AT JAMBS HEAD or APPLY TO BACK = WINDOW NAILING FLANGE IN NE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING 0' VERT. END DAMS REQ'D. AT EACH END OF SILL FOLD HOUSEWRAP DOWN 4 TAPE DIAGONAL CUT e ACROSS HEAD OF WINDOW 8" MIN. TEXTURED CEMENTITIOUS COATING OVER BLOCK OVER BLOCK [ICKNESS e") 1G LOOK S.1 FLORIDA 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 PLC LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI, APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) g" MIN. TEXTURED �EMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS e") ORLANDO/TAMPA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 3" MIN. TEXTURED �.EMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS a") SIDING LOOK S. FLORIDA A R C H I T E C T S 4Design GroupLLC 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 �"IIIII"I ���00�voaJ sUHDIV. & LOT: OAKLAND LAKE (LOT #52) MODEL: 1452 XXX00-01 PROJECT#: R5025.052/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT -- STATE OF FLORIDA PP4� 3 DATE: 4/30/19 SCALE: 1/4"-1'-0" SHEET �� �� V V A5 C A J2 L2G Ll Ll J1 J3 J5 A8GL A7 A6 A5 A3 A2 At A2 A3 A4 A5 A6 A7 A8 C1 C1 C2 C3G J4 J2 J2 P. N ? 0 ID UD 0 Q N a n n n r r N M .- J1 J3 J5 B1 82 63 64G J4 J2 N V 0 0 t0 40 0 IO "t N C a I a ROOF PLAN SCALE: 3/I6 = V-0" ELEVATION "A" APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG h Ir 4 1/16" HEEL HEIGHT g _g FILE, i3*Y 5 5 8" BRG. ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 OA HUS26 OC HGUS26-2 © THDH26-2 EQ HGUS26-3 E0 THDH26-3 OD 0D RT16A (D CONNECTION BY BUILDER 110 REVIEWED 0 REVIEWED AS NOTED C] KM 6 RESUBMIT C] REJECTED / RESUBMIT 0 NOT REVIEWED 0 FOR YOUR INFORMATION sonnipats all reviewed for conformance with design intent and ppnoral eomplisaa with the Contract Documents only, Netetle#$ Do Not Authorize Changes to Contract Sum %vim. Comments and/or corfectioas does not relieve the Ceatt#" Irom COMOience with tke CONlract Documents. The Contractor is responsible for confirmioll and correlating an goaatitios, dimensions, tolerances, clearances, htHIcstlon oracases, techniques and sequences of construction compstANIIN of materials and tennis coordina on of the,[ work with other trades and subcontractors, ormance of work in A ssfe and satisfactory mnsnor and f II compliance with me Cmbad Docnglmh. _a— D BY A. B. DE GROUP TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED "TLE-- 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 RESPONSIBRITY 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 REQUIRED IN SPECIFIC APPLICATIONS. SEE 'BCSI—Bt Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTAWNG a BRACING METAL PLATE CONNECTED WOW TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION 'WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS spE(inED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED N1TH REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE c) CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �—H HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope) ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 wind Design Velocity :160 MPH Imp. Factor : 1.00 rind Load Duration Factor: 1.60 Mean Roof Height : 15 R. Brian M Elwldv Surat Ena 176051 2590 N. KINGS HIGHWAY FT. PIERCE. FL 34951 (772) 464-4160 0 Trusses shown on this layout are a component part N of the building and show truss location. S Proper erection, temporary and permanent bracing design SOUeI'HERN TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual truss drawings /_ COMPANIES, INC" must be placed during the erection procedure. 2590 N. Kings Highway Fart Pierce, FL 34951 U1R hl(1 . /n Z CUSTOMER: ELK: DESCRIPTION: 4' Plan — 1452 Elev. A w Covered Lanai XC - DAIS DRANK BY: DRAWING NUMBER: 0 d Lake 3/16"=r 2/7/18 1dhc 1452-A-cl