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Home My WebLink AboutBUILDING SITE PLANSI. FILE %.upy INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET 833 GN GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN NTEL PLAN XXX0 0 — O 0 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF FOR: i ELECTRICAL PLAN I ELECTRICAL OPTIONS PLAN PRODUCT APPROVAL D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl -W5 WALL ASSEMBLY DETAILS i Filli (1HHbff nes a n h o m e s. co m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER qIR MEAN SNOW Seed To o ra hic FLOOD P P g p DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD (mph) effects' CATEGORY' Weathering depth' Termite` TEMP` REQUIRED HAZARDS INDEX' TEMP' N/A 160-C N/A Negligible N/A Very 45 N A N/A N/A N/A Heavy / DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) REVISIONS *ALL LOCAL AND STATE CODES DATE DESCRIPTION *OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB IST FLR. LIVINGS 1,833 SQ. FT. • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH TOTAL LIVING 1033 SQ. FT. — VASD = 124 MPH GARAGE 411 SQ. FT. RISK CATEGORY II ENTRY 22 SQ. FT. •EXPOSURE CATEGORY — EXPOSURE C LANAI 200 5Q.FT. •1—STORY RESIDENCE *2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,466 SQ. FT. • STATE OF FLORIDA CUBIC VOLUME LIVINGS 15,S41 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA TUSCAN (ELEVATION B) 50'-0" 56'-0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOUR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET.LLJ A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a b d esi g n g ro u P. co m AA #: 0003325 ��nmNi `e oomomovp 08 V E L C L SiTHDIV. 8e OAKLANDLOT: LAKE (LOT 62) MODEL: 1833 F1833- 01 PROJECT#: R5025.062/00001 PAGE: COVER SHEET kl 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 1/15/19 1/4"=1'-0" SHEET C S OF 9 mw O Z �¢ O Zf ED S U 0 w I mN J Q _O mf f �U0 u ga amo! �M am � uJ 000 00 U. ~� 3 aQf z o ww in0 z ¢ = w¢3� cs 5 0 a ur lno `r¢K2 U N r a 3ti O W W la Q q 00 10 i9C W €YJ] 2 r UJ 1 a O N N 2 A } = A 2 4z Q <oT r N W O W F p.e s W r. Lu � W J Ejwpyo� Sc9 S� �o�; BYNFQ c°ela 3. 4. 5. 6, 7, 8. 9. 10. 13. 14. 16. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS IPSF) A.I. SLEEPING ROOMS 30 Al ATTICS W/STORAGE 20 A.3, ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.B. DECKS 40 Al STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS T-su B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF1 D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. =160 MPH, VASD =124 MPH E.2. 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 10.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFI. F. 1. GUARDRAI LS AND HAN DRAILS 200 F2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE 5,0 AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R31222 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROORCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702A.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 9 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTEY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE$S THAN 13/8INCHES IN THICKNESS, SOIJD 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 CLOYING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETOTING 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 MI TALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE. NO OPENINGS INTO THE GARAGE, AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 84NCH TYPE XGYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y24NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6. 7. 8 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE T- 0" BELOW FINISH GRADE (MIN,). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNG, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL. CONCRETE FOR THE. FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402:2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C334, MAXIMUM AGGREGATE SIZE SHALL BE'/4. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/*". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN '%INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2,11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301: AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE. GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2,25INCHES .(13 TO 56 MM) IN LENGTH, DOSAGE AMOUNTS SHALL BE FROM 0.75 TO3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25^. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH a^ B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER r C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER- 3L" D. BEAMS & COLUMNS: 0.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Yd' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS A. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, IS- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCgEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL, 7. REFRIGERATORS, MICROWAVESAN9 @2AR3AGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE gUtLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B, NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.l. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E.A. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN,)MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI B, STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 92) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR. MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR 6TH EDITION (2017). SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM T SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017), B. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSS EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/W OSB EXPOSURE-1 OR 1/2" COX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTERAB 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 L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. % 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 BOLTSINAILS 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 16OMPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. I @ 16" O.C. 22, IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FED, 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 Y4" PVC (SCHEDULE 40), INSULATED WITH AMAFLEX..,: 3. CONDENSATION LINES SHALL BE MINIMUM 'W PVC (SCHEDULE 40), INSULATED WITH YV 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. A 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 GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 i EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH &.ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING WT 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-Cl063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7,10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION. OBSERVATION. CONTROL DATE: 05/18/18 A R C H IT E C T S 144R. MUNALU KR UAN ULM. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I�IIIII �0�� mgomJ SLTBDIV„ 8c LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: 1 GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA : 1/15/19 S LE:1/4"=1'-0" SECURE STRAP TO CONC. W/ (2) 3/16'4' TAPCONS 3 1/2' T GONG. SLA5 SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) #5xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 1/4'xVx36' STL. POLE ON 1/4'x6' DIA. BASE (2) 1/2'xb' A.B. a BALLARD DETAIL STUDOR � AUTO -VENT I 2" r 1 2 3° 2" AV STUDOR 1 3' AUTO -VENT KITCHEN SINKS 'I AUTO VENT / 2'� 1 2-1 -' WASH LAWS i Y 3 2' 2, 2- 2' 2� 2 WC I 3' 4, 3 INWARD CLEAN -OUT 4' OUT -WARD CLEAN -OUT 4' PLUMBING ISOMETRIC (SEWER) MODEL 1833 RYAN HOMES fill -a p 24"44'x12' CONC. FTG. W/ (3) "5 RE5AR8 EA. WAY ON CHAIRS MIN. 3' COVER (3-TYP) 21'-4" 50' -011 20'-0" o Nv C3 1/2' CONC„ REINFORCED W/ W*'4I.4 x WI.4 ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TERMITE TREATED WELL -COMPACTED CLEAN FILL OIL 0'-0'FIN. ELEV. FIN. CONC. SLAB TUB/ SHWR 1/2" 7'-10 1/2" I' PVC CHASE FOR ELEC. EXTEND 5LA5 1 1/2' TYR: 0 I N I i I 3/4' CONDENSATE LINE �' I D1 I �._—N II __ �a ■ i -4' a$ WH IP""gi i \COND J A a gl ■ l� �__ 1 - BOLLA 3 1/2' CONC. I SLAB I 3'-2" 3'-3" 9A -6" RECESS SLAB D1 DI FOR PAVERS 3'-4" 12'-4" 30'60'xW CONIC ■ ■ FTG. W/ (3) "5 ARS EA, WA ON CHAIRS MIN. -3 1/2 — 3- COVER — — � L_ ■ ■ p �PAVEI;? ■ ■ ■ ■ FDAVER■ fi EDGE 4 LINE '_0" — 50' -0" Fu"UND A T ION N PLAN SCALE: 1/4 = 1'-0' ELEVATION 'E5" *-6 1/2' 0 4 Q r �24'x24'xl2' CONC. FTG. W/ (3) 45 REEARS EA. WAY ON CHAIRS MIN. 3' COVER A R C H I T E C T S Design GroulsIn�. PH: 407-77476078 V FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nmun �eamemmooa� SUBDIV. & LO°I OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/000C PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA JA�1 15 201/% DA : 1/15/19 SIC S EET I OF 9 10'-0" 6n 12'-2° 13'-6" IS'-10" 20'-2" 71 SCALE: 1/4 = II-0" ELEVATION W Ig'-3" 01 r— A R C H I T E C T S Design Groulf.c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 �I"'llllll. Lpm0o0movm� E 8 O `V L SUBDIV. 8e LOT OAKLAND LAKE (LOT 62) MO DEL: 1833 F1833-01 PROJECT#: R5025.062/0000 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Jo 15 20�9 DAT - 1/15/19 SC :1/4"=1'-O" S EET 2 OF 9 A R C H I T E C T 3 Design roU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �o�oo�000m� E '8 V/ 0 E ^0 i C L SVBDIV. 8c LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: LINTEL PLAN 160 MPH EXP. C A fTECT: STATE OF FLORIDA JAN 15 2M 1/15/19 SC kL�E: 1/4"=1'-O" 1 SHEET 3 OF SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8"PRECA5T 'J-LINTELS SAFE LOADS (LB6/FT) GRAVITY OVERALL LINTEL LENGTH aF8 05 9F205 &'I6 0B BF.¢ ¢B 8T24 05 3'2d-05 b'31 05 (TYPE LF LINTEL) BNH �Ea BF'7 B,r4 Fl51®ta-lo lB F}-YET ll� , 66211 UD 931} LL0951 9 P'-B' TO 3'-i' (PRECAST) .1-I -9 '1. h6Pr' 61` -54- 63L .391 6D3 ^l5 5 P B9D_ S 12 4 dl0 3'-7 TO 4'-0' (PRECAST) ISeG 1Ot li_ 9L- 4V115 011 2 ^4 911 no 4 Elbe FIc :KLC t.4 4 1 TO b (PREOA6 ) 'L 201 '.¢]. ¢9 41b 6113 56T} 'r1 _ 1- ' . • 4.1 T06-a (Pr�casD or - -] - 'ST - I6 9 :09D_ bo • 6113 0121 b Team 1 9 3003 4 9- 6'-5' TO 6'-Im' (PF£CAOD Im6Z �IIO5 1151 SOBli5i a _ S6„ _.' 4 Sill Iba 60 11BI(9 e-aR 'Rl9.� D 4593 6. 5'-11' To 6'-p' (FRECABT) II 1 1._'11 ^I l 1 2 1a9 B bO D394 19 SF IL. �S V-11TO1'-6'(PREOABT) T IDII 554 - 99 ,. n19 B90 bBl S1_ 6412 II&D i. b .b4 b a 1'-T TO 9'-4' (PRECAST) ..5^"5 :"I TIT 4 P.5. 639E -_ L�l P- .111 1163 b 6 9'-9'T010'-b'<PREL48T) 4i5 - 6.3 -._�. -- - -.- t @5] I.33 2095 '11B 3643 eI>d 'F, 1 a!s241 nl" Dee _ 10 -1. To 11'-4- (PREeAaTJ v61 391 C 945' bba 6.6_ ^DDkr CIS E24 9. ,e¢h 3 2 1 II'-0' TO 12'-0' (PRECAST) �¢ tl BT3 15 6a,-- .603 iip 11-1, 1 B 3 ee E dads TO IP'd' 1W-4' (PRECAST) } � -IF (^ells- ". n 35 1m h use N 26e3 lure P 1- 6 9l 1 }I .03¢ 13'-a' TO W-O' (PRECAST) P 1 : P lOb I¢0 1 P6 l 1 ]IN -630 N3 13 Je' \ W4 I' TO 1A-B' (PRESTOWED) NN -V 45B ,F I83 '. 1310 LC2 N21s ]olI Pl: 14'-9' TO 5'-4' HERESY ) VR 4 _ __ 25O 3 ' VR NR \R F N2 Nc hK 15'- 5' TO Ili-P (PRESTRESSED) Nf O0 V 0 9 3Pb O' 6=3 04' Ir N� 11rF NC NR NG \F F' n'-5' TO 19'-4' (FRcBTRE09ED) NR 5 - - elO 50 1231 1 T2 58 l6 It 5- TO PI'-4' ( S ) PRE 1REBBED R V IdD - - 4 Ile n @ o9d E45 I 309 68 -__._- NR \R \R � �R \R NR - NR RI-B TO P1-0 ( 01RE89ED1 PRE VR 65 - S0 lE4 P.4: {ILL I IlBS IS99 _ R nit 2 15.1'To }4'-m'(FRc'6TRES6ED) NR --2 1 A _ P5e^+ 400 bTd 8S1 J032 ' I122 SAFF LOADS (I F55/FT) A"F PTTAST I1-1 INTFI S L4TER4L OVERA_L LINTEL LENGTH B=61t I Ill 7 6116 IT Tj PF 4. e T 0l'2 IT (TYPE W LINTEL) _see-1i:.. BF12696 1j m T el", 21 569 2,,2, a :en e a 6 6T`3 BOB BFe RLnc ao1 ?'•a'109'-i'(FR6CABV - -- 569 2.E 317 a1M 5263 632 - _ -1�I 10z5 10P4 159e - 3L ) ¢5 ¢LO 91 - erZ 6' I^ 9'-l' TO 4'-0' (PRECAST) __. 13F 23O _ 3ri'b¢ 1Ir D 0 I l9 Yv m J m 6 `lS i I.1 T65 59' I., less Im,B 4'-I' 10 4'-6• (PRECAST) _ Q ¢ ¢ m ol 26. �OC 11 - 6_ - 452 4'-1' T05'-4• (FRE046T) ITS Sa 6 23t, 4133 T961 54c 452. 411 _1 143 5'.5'T051-I0"(PRc'LGBt) 9a- 16 oFiy s -'__ Sam SW E339 C99117 2=1 93 310O 4_H 0 D _ 6Lb a �0 9 lli 5'-I' TO O'-e' (PRECAST) e_o 4©T SI 131" C T. 3 .•Tq S01 lPl 490 T • Ib'I4 '2G i'.T' TO 114' (PREC.45T1 ' 122 '.. O2 P4P6. B _ SS& 4P4 53R 363 591 10H JH6 V:T4 2iS 11S L¢m 7"1. To 9'- <' (M1RELASTJ 164J 1969 �4 '16'9 : 9P6 BI? 230 sea 515 1ea 4Y.164 VI TO 0'-6'(PRECAST) -p! 141E 1%, Bm0_ - sa '34d I'S' 401 100 524_ 10'-1't011'-4'(PRECA09 4e 4f �101 260 453 154 (41 -1L bur 41Ei 5 1' 4 1 9 1 5_ II'-6- TO IV' v (FRECAST) r41m z5p 9cD 13S �bm 1 a F 2D-6 4 34a 402 27 -- o 4 11 I?' -I' TO 13'-4' (PRECAST) '4 6 3B. 46s - 16O 3 1 16 ,m 16 3 1 8e 1 22, 2I1 824 110 _ 11. 5'T0 14'-O'(PRECA99 -1 '4m 1e9 1 1 3 4 l Ise 3 e. 5 O ea 9 T 11 O' sea 293 10m -�- 14.1. TO 14'-a' (PR55TRE05ED) ]44 -1. 3 5 -- 669 Pi 3®3 69 I51 - - 34 %54 NR ?B4 91 4'-V TO 15'-4'(PRFSiRE55ED 16 90 am 4m - 3v IWC l5 r 569 I -n3 NR 289 a3 Ram IBl 3 6 15'-S To IT-4' (PRES1RE8aED3 Est 111 sure _- 506 m IOmS I'll _ 'l _ NR M4 64 n-5' TO 19'-4' (PREsiRE58ED) 161- y - - VR 148 5P 116, 63 419 3 941 142 :m4 301 1.-, 410 - --F - m5 11, 1 ' '- '- T ) 9 O PI 4 f a SOED B T FREE RE 11 - NR 125 42 I4Q ; 2 �U 1 9 4 m49 6O 31'-5'TO ?P'-O'(RREbiRE�ED. 131 98 134 9 - 41= NR II6 40 i S '6_ PP' -I' TO 24 -0 (PREBiRE6fi5D) _ Nft 91 dm - a'16 IP4 1 202 1 <65 6mb 8'PREGABT W/2°RECE68 DOOR U-LINTELS 54FE LOADS (LB5/FT) OVERALL LINTEL LEWFITH aN=6-OE 6R10-05 W14-02 BPFK-lap 111 F- (.E�i-4'o-05BFi3m-9 YiYPE OF LNTEL) Hwa 81s=6 ISM BRF 9-1E 9RY']IS 434E c=11 kr-ab-lE1ePa9 5493 n49 3359 B280 9'-i' TO 4'-4' (PRECAST) 1635 w 891 3688 } 52¢6 6639 cO6P 3968_ 4 46 ^4'9 5 ^a OE93 04 159 J¢bi 9 4'-5- TO 4'-6' (PRECAST) 1494 'Jl 6 3699 ' s e& 6639 i.¢ m 2 1B3S 94TI 102 069=_ 3966 . 0 O 6 4'-T TO F-B' (PR<'LABT) Bee 1161 9 24a. 16.a� -6l I6d bz'9 BO6O I 649 S nr 9311 9l(YO 6'-9'TO 6'-Im'IPRECX%T) Bc II m1 - J L 4 4d n m _ 6639 a96O so a 4Oa 44s - 8 OS 3 0 6'-m ro i'-BI (PRECAST) 9 DI 5 lea _31 o Y) - 19 f 9 OB _, ,49E 2A5= 3l b H996 .caw 4 S. TT53 9 L91 116 V-l' TO 9'-B' (PRECASL 41 b 999 156, 259E 329 415E 5H31 V PRECAST U/2"RECE65 DOOR U-LINTELS SAFE LOADS (L55/FT) IC " UPL'FT oVERAu LINTeL L=_NGTH BR6-IT NOUGAT WAIT 6RFIB-IT a..-.23 H Ne` IT (I ME L LINTEL)4B ]362 W56 3151 4445 -?� 514E3'-6' aRilb aRFb 166E _I O 4'-4' (PRECAST) "I ool 2212 2998 3607 4P15 49434'A' 1" 157 1:ma TO 4'-6' (PR-CA87T e5 g694 69_{xPa54 sea 3381 nil -I' TO 5'-e' (PRECA6D q F.'r-- lb9 '4 405 4me n46_ 259 133 2eb 31PIm•rPRECAaT) 6'-9'T05- 3a} 39I 6i. V )3 9 46 17.0 1 9 n .. P :9 ass= P86 3T� 5'4' TO W-S' (PRECA6L 0 0tM -- 530- 19 0 - a_Y- Lg >"9' 1 595 7Ba 464 O6 B9B 3 4 n65 - 1 }166 Sell - n6a, : S09 61, 3b3 -9s a s 1 a s� nnm l'-l" TO 9'-B' fP�CA9T) Tim 370 49d 114 .oyr 66O 3ab '151 ZOI6 Qs AST- RET� LINTEL SCHEDULE tv1,4TEfRIALS I. f'c 6" precast lintel - 4000 psi 2. P'c prestrae5acl ]Intel 600E Cal 3. Grout per ASTM C416 f' = 300E psi w/ maximu3/6 inch aggregate < e to 111 inch slump 4. Concrete Masonry Unite (CMU) per ASTM 090 w/minimum net area compressive strength = 1500 psi 5. Reber per ASTM ASS grade 60 6. Preatreseing strand per 457M 4416 grade 270 low relaXdtlon 7. Mortar per ASTM C210 type M or 5 GENES4L NOTES I. Provide full mortar bed and head joints. 2. Shore filled lintels as required. 3. Installation or lintel must comply with the. architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel deflection InFormation. Co. Bottom Field added rebar to be located a the bottom of the lintel cavity. 7. 7/32' diameter wire stirrups are welded o e h bottom steel for mechanical anchorage. 8. Ca5t-In- lace concrete ma be rOVIci in P y P composite lintel in lieu of concrete masonry unite. 5. Safe load rating based On rational design analysis per ACI 318 and ACI 530 10. The exterior surface of Iintele Installed in 61 concrete masonry walls shall have a coating or stucco applied in accordance with ASTM C-296 or other approved coating. 11, Lintels loaded simultaneously with Vertical (gravity Or upIVU and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load, Anplleld horizontal load S L0 Safe vertical load Safe horizontal load 12, Additional lateral load capacity Can be obtained b the designer b rovidin y 9 yP 9 additional reinforced concrete masonry above the lintel. See detall at right: PIT Bol SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED GNU FULL COURSE 2' CLR TYP (2) 5 REBAR • GR40 or GR&O SAFE LOAD TA5LE NOTES I. All values based on minimum 4 Inch T For cos oeite Ilntel het his not shown use safe P ominal bearin xce tlon: Safe loads For unfilled n g E p load from next lower height shl i lintels moat be reduced b 20� If Dearing en Is y I g th g 8. For Iintele lengths not shown, use are load from leas than 6 I/2 inches. next Iongeat length shown 2. N.R. - Not Rated S. All safe loads In unite of pounds per linear foot 3. Safe loads are superimposepace.d allowable ace. 10. All safe loads based on limply Supported 4. Safe loads Gene On grade 40 or grade 60 field Span. rebar. 11. The number in the the parenthesis Indicates the s e1 rebar me be s `- titutad for two 5 rebara 5. On y ubk. r percent reduction for grade 40 field added in 8' lintels only rebar. Example 1'-&' [Intel type 8F32-IB safe 6: The designer may evaluate concentrated loads gravity load 6412tw1 w/ 15% rsl 00 6412 From the sere load tables by calculating the (,aeo 5501 PIP maximum resisting moment and shear at d-away from face of support.. TYPE DESIGNATION P = FILLED WITH GROUT / U = UNFILLED AK ITY OF e5 REBAR AT BOTTOM OF LINTEL CAVITY 8F1&-I5/1T QUANTITY OF e5 REBAR AT TOP LOMNAL HEIGHT NOMINAL WIDTH -e5 REBAR AT TOP MIN. (U REQ'D 1-1/2' CLEAR A C.M.U. Q � Z GROUT rt Z - �q e5 REBAR AT BOTTOM • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5AS'ACTUAL PROVIDED IN LINTEL VARIES) 8' NOMINAL WIDTH TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) B" x 8" LINTELS TEL 501E LATERAL LOADS (PLF) TOW Lergth i ° S9s' PLAN 2'-10' R dat 15% 3'-1.PEI 11684'-0'Ramat fi 844 Recst We 4-V Recat 5% 5'--0' Resat 666 13 % 5'-10' R.Ft 543 IC5 6'-4' Re-aet 634 I%4 6'-6' Rewat 612 11W 6`60 Peet 578 Ell 1'-1. Recast 446 S% 1'-1' Rewet 435 894 B'-0' Reoia sell V4 B'-4' Pr.1t 954 145 T 4' Prewar 77 50 0'-6' Rawer p3 453 II'-4' Fre set I% 620 12'.0- Recast 164 E49 IT)-6' Recat 143 EN 3'-4' Rewet 116 404 W-0- P.lIt 99 MIT H-9' PaWreeeed NA NI ❑'-4' Peetreaeed NA 302 A Reetreeesd NA 713 1I Reetr.... d NA 116 20LO' Paetreeed NA In 21'.4' 1Peatr.oe NA. 131 22'-4' PrPt, d NA. Ile 24'-m' PTsswesnd NA % NR • Nm Recommended LINTEL SAFE LAi LOADS (PLF)UN Tmel LdgB1 Type 9, DOOR TREADER RAIN a- DOOR HEADER SOLID 3'-8' 1.t 111] 2011 4'-0• Recast %m 1671 4'.1' Pews! at 1521 Rawer TO B% 4'-1' PPWIA We lea 5'-B' R steer "a In, R aceet 60 564 T-B' Races! 411l87 1-356 864 9'-B' Rewfl 1E6 6% L OTT S CONCRETE P.O. Box 771255 WINTER GARDEN, FL 34777 PH. (407) IC5C, P11P I� r (A ,+ 8/8-5-(1) #5/(0) NOMINAL WIDTH/HEIGHT OF LINTEL I- PLAIN OR SOLID LINTEL 18/16-P #U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY GENERAL NOTES: I. CODES LI. FLORIDA BUILDING CODE RE5IDENTIAL, 6TH EDITION (2011), SECTIONS R402.2 4 R606 I]. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (7011), SECTIONS 1901.2 d 2101. 13. BUILDING CODE REOUIREMENT5 FOR REINFORCED CONCRETE (ACI 319-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 7.LL PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.IA. PRE -CAST W/PRESTRES6 REINFORCEMENT-6000 P51 2.15. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 316'. AGGREGATE, 8' TO 11' SLUMP. 22. REINFORCING BARS: 23,1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION 46TM A&I5 (GRADE 60) 22.7, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A&IS (GRADE 40). 23. PRE -STRESSED STRANDS A6TM A416 1-WIRE, STRESS RELIEVED 710 K51 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI.315. 25 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL L4PILLED GRAVTY CAPACITY(IS-eOAN GRAVITY CAPACITY GRAVITY CAPACITY TIAL(Inu UPLIFT CAPACITY 0I5_flAll UPLIFT CAPACITY Onl.(2nU aOTTO`i BAR TOP BAR PRECAST 0)n (2)n 4245 I009 Islas Sells 0909 3' -V 2'-2' PRECAST (Ln (2)n 24S 3631 3831 ASS 48I5' 4'-V P'-B' CAST (2) n (2) n 1183 211 2111 sees, WM d'-V 8.2' PRECAST (2)9 (2)n 1343 2165 M!, 2 0, 2606 4'-8' 3'-4' PRECAST (2)n (2)n 1212 2011 2011 2421 2421 5'-4' 4'-0' PRECAST (219 (2)n 1096 551 1657 00 %I 5 0 4'-6' PRECAST (2)9 (Vn sae 1423 1433 N10 1603 6 4 I.E. PRECAST W4 (2)n l40 1203 1283 916 405 -1. PRECAST C)4 (2)n IV 1232 1232 1145 1948 6-B 5'-4• PRECAST W-4 a)n 662 lieu II04 #81 q96 I.W 6 2' PRECAST <114 (11n 510 = .9 115 1041 PRECAST (1)4 %I %9 Se %9 164 1041 m PRECAST (2)A (2)n 518 17 5B4 e A 1. 0' PRECAST (1)4 (1)n qgg a] 851 551 851 640 Sir 9 4 6-v PRECAST (2)4 (2)n 416 126 V6 499 l99 0.6 91@' PRECAST !2)•4 (2)1 354 60 68 3� 613 11 C VI PRECAST WE (2) 5 35 561 sal 311 601 I] 0' I01-9• PRECAST TV 1, (D 5 2C 525 ESE 211 561 q 6' II'+P PRECAST MS (2)5 211 4% 4% 251 Fu 19-4- 12'-0' FRCA6T S)5 (v) 255 KB 458 24 442 A.S. q 8' PRECAST (2)5 W5 239 AW 430 u0 3% 13 4' PRS7RS0ED (2)4 eV1 NR 41B 41B 230 446 14 s PRESTRESSED (D•4 (2)n NR Ins 315 20(2)4 (1)n NRC07%63Is-0' FfESTfE%ED (1)5 (115 NR 224 224 191 ]54 IB'-0' PRESTRESSED l2)5 (115 NR 201 S0'I 12] 231 10'-0' PRESTRESSED !V5f1)5 NR.11l nt 10l 200 10'-B' fles 5SED W5 (2)5 NR 164 164 100 I% 22'-B' PRESTRESSED !2)5 (2)5 NR B1 Sl 84 163 TART F Na 9 REINFORCING SCHEOVLE & LOAD CAPACITIES SAFE WORKING LOAFS (PLF) 8" X 16' COMPOSITE STE LINTEL$ LINTEL LE'TM CLEAR SPA' LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (OAUAnil GRAVITY CAPACITY fin -(TAU UFLIFi CAPACITY fly (Inu WELF! CAPACITY (I05L(21u 56TCR1BAR TCP5AR PRECAST 1 3 1000E MST 000E 00e0. 0 10000 I0000 Coca 3'-b' 1.1' PRECAST (2)1 _ (2)n 4'-1. 1'-1' PRECAST (Dn (Dn 4261 10000. 8159 low 4' -V 3'-1. PRECAST Mt G 3211 51161 6511 000m PRECAST (])n 1 29" U14 6049 000oi 1'-4• 4'-O' PRECAST (2)5 ] 4813 6431 4421 TNT 5'-10' 4'-W PRECAST (2)5 3W3 WE 56 543E 61H' 5-V PRECAST D)4 (1)n 4115 Airs 1%1 441 6'•6' S rz PRECA5T f2)4 (Ln 3934 31M 2 0 411 b'-B' 5 4 FRELA6i (214 (Ln aln 3119 26DB We I V 1 1' PRECAST (2Y4 (])n 29R 2511 2030. 3D4E T-8' 6-4' PRECAST I2)4 (Dn 2796 1796 I%2 ]% 8'-m 6 B PRLAS IV -4 (])n ME 1154 102 B'-4' l 0 PRECAST f v a rvn 23% 23BI 3% 609 1906 PRECAST (2)•4 (11n 1969 I%9 q% 2056 �' 6. 9 P AST f2)14 (2)n 62l 1621 947 16% 11'-4 10:m' PRECAST (D5 f11 Was 4455 is 1504 @'-6 (D5 (15 ii35 M SET! Ins Ill'-6' II'-0' CAST !D5 Or q51 634 12W 13,-4' 7-0' PRECAST (D5 M R44 1144 His 1125 14'.0' Ill'-e' PfRELAST fW5 (2)5 To 066 46e mq Id'-8' 13'-4' PREORWalED (214 (11n Nis WIT) 451 902 15'-4' 14'-0° PRESTRESSED (2)14 Wle 1291 1291 411 823 n'-d 16.0' PRESPOSew (L14 (➢)n 95 eW 325 641 1T-4 18 V FRESTRE60ED TVs C) 5 1% 1% 260 53 20 0 18 8' RESiRE85ED. Y2)9 (3)5 T19 129 1 243 IS 11'-4 20-0' FREE SSE (2)5. (1)9 e33 591 63 591 ]0 280 d 394 2]'0 20-0' STRESSED 1115 (2))5 POOTRIEle, (2)5 (2)5 L4Bl 401 61 330 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY Toni-nnU GRAVITY CAPACITY fin-(IPSU UPLET CAPACITY (LIN.(InJ UPLIP CAPACITY Oni.(EAU ap{(gy BAR TOP BAR 3.6 11 PREGA9i (21n f2)n 1646 100m9 099m 000m 40 11' PRECAST (11n (2)n nso, 1VOW MAX, 0000 4 6 3 1' PRECAST (2)n (2)n 4142 Im090 8561 YB' 34 LINT PRE (1Jn (1)n 3198 1009E B B3 0909 PRECAST (2)5 (2)n 6239 10009 513E 5-Im 4-b AST (2)-4 (11n 50I6 81m9 UDOSO " 6-4 5-c PRECAST QP4 (1) 62 625E War PC 7H2 6-6 91 PRECAST (2P4 (1)n 615E 5667 36 6 8' RECAST ?2)14W% (1)n MIS 3441 asaw ll bp4 1.6 6.4 6-2' CAST (3)4 !1 n 4312 4311 43q Aw 26% 4509 1.8' 6.4' PRECAST (1)•4 ) d099 4D99 2508 4252 6'-e' PRECAST eV •4 !D n 3730 313E 2218 sees 0'-4' f-o' PRECAST 1114 (Dn 3420 3420 2018 3561 9'-4' 0'-0' PRECA5T (2)4 2134 2134 161E 1B39 C' -6' 9' -T T (2)4 (2)n nil 7711 q93 1189 If-4• 41 PRECAST MS (2) I%4 1994 lost 10m9 12 -V 10'-8' PRECAST M5 (2)5 Ills I175 910 V20 q'-6' II'-1' PRECAST (D 5 (rz) 5 1661 1661 828 1101 IB 4' E'-0' PRECAST (2) `5 (rz) 9 Slat 15m1 713 1414 14-0 11'-B' PRECASt (2)5 (z) 1399 D99 43b U23 WRY 13-C PIESTRESSED (1J•4 fDn INS ins 561 1131 16-4' 14-0' PRESiRE55ED f1)•4 f1)n "A I114 5% NP. r4 16:0' .PRESTRESSED /lY4 (Dn 1330 133E 411 624 EH'STRESSED PRE f2)5 (2)9 1053 1053 334 659 ]0-m 6 B' PRESiRE59ED fD5 f119 9l9 919 bB 114 10 -0' PRE0T�S9ED lD5 ' SIR 551 Ills 540 12.E 10 B' PREBiR65ED (2)5 (1)5 lei 191 251 oil 14.0' 11 n' PRESTRESSED (115 1 659 659 ZI5 45 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 24" COMPOSITE LINTELS LINTEL LENGTH INTEL TYPE LINTEL STEEL BOTIOI DAR Tile GRAVITY CAPACITY eloft 0I GRAVITY CAPACITY (IAL 6PIW IA'LET CAPACITY flni.(1)w UPLPi CAPACITY (InL(2)5U 2-0 CAST 1)n 090E 10m00 Voice 00 B-6 T (2)n n 561 1000E 1000E4,ePRECAST (2)n _n. 6139 4 k wa vR#CAST PRECAST C)n4-8 (21n n 453 10000 %I CAW 5 4 PRECAST G)5 n 1656 10000 7051 105 VPRECAST 6.4'PRECAST W E (1)a4 n n 6231 00d0 5136 l0 sell 1000E 4154945E 6 6'PRECA9i W14 lWl 4A81 6-B'PRECAST 11114 n .114 4231 SA2m i 6 6.2' PRECAST G)14 - 1.n 61% 6416 3242 6411 1 B' 6.4' PRECAST (1)4 n 5931 6014 Was 6163 e'-0' V-V PRECAST (2P4 536I 5367 2803 5593 e'-4' 1'-0' PRECAST 0)% n 4631 4651 201 5030 9'-4' 9'-m' PRECAST W-4 3116 i126 BB]. 3%B 10'-6' 9L2' CAST G)4 n 1% 1% 81m 3V25 II'-4' 0'-0' RE AST (2)5 9 1%3 2553 q19 26N 11'-0' 0'-B' PRECAST (vS 1905 1305 1123 41 T'hi 11'.1' PRECAST (2)5 - 5 2111 2141 1011 20M 131 IT-V PRECAST M 5 .3 5 19]b 156 at l 1821 14.0' I]'-B' PRECAST (215 nt0 ❑18 Tel b% I4-V 13'-4' TRE88ED (2)4 2343 2349 653 IP83 IS'.4' 14'-0' FRET) (2) •4 n 1136 1 °L6 596 Is 11 4 16'-0' FRE6TRE5%D (2)4 ry' 75 99 650 650 464 918 19.4 IB-0' FRESTREBBED WE E0 010 311 l35 100 IB B' S SS FREE ED (215 I1M 111 391 666 71 4 10'-0' P(ESIRESSED (2)5 5 061 062 304 601 1 110 10'-B' PRESTRESSED f2)5 g .3gp 99q IS 565 ]4 0 11-8' PRESTRESSED f115 35 824 014 1% 479 _ TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY (#fL all GRAVITY CAPACITY (IAL (PST) uPLIP CAPACITY (IAL rinJ UPLIFT CAPACITY (AL DnU EOTION BAR TOP BAR 0 -b' PRE T 1 (t) 000009m0 0000 3.6' } 1 PRECAST (Vn ( 000E II leads 1t000 4' 0' !-e FRECASi f2)n (Yn T916 10999 100¢0 1000E 4 W 3-1' CAST (2)n (1)nI Goal Vol I000m 10090 4 v V4 d9T (7)n 0 5509 009E 00ID® Vale, S-4' 4.0' PRECA5T ONE (v) W17 00P0 8365 10000 5 Im' 4 6' PRELA6i (2)5 (1)n TEST 1000E "as b-4 51' PRECAST (2)4 2/n CORE 0090 %41 1000E 6-6' 5 ]' PRECAST (2).4 (2)n f0£00 109m9 sea VIVO` 6-e 54 PRECAST Mao ()n Was VIVO III 10Ed0 iftbi 6-]' I FRECA6i 1 W-4 (2) n 14e9 1 9%l 3848 1693 1.8 b J' PRECAST (2) n 1�4 Teen %62 1326 11 6 8 T (2) 4 (D 4 (23 n 6419 lB9l B328 666I B-4 I-' FRECWT (2)A (2)n 5%4 653 W31 6031 9 4' 8 m' PRECAST (2)4 Wn 4567 W66 2SW 4145 0 6' 9 Y PRECAST (D•4 (2)n 3526 3844 It01 3663 II 4 0 0' PRECAST ME M IS 32W 3]90 521 30% I2 -0 08' PRECAST (2)5 Q)O 25W, 2%B 1336 2133 12 W 1114.PRECAST (2) 5 (S S 2118 2lIB 1211 24W.. 13.4 q-0 PRECAST (1)5 (Ills 1416 IM 049 2163 14-0 q s' PRECAST 3) ( 5 (1)3 216 2216 %7 1431 4-e' 13 4' PRESTRESSED f2Yd 2011 2611 lM 1431 5.4 14.E PREITRESSE f2)•4 (2)n ]66 2616 663 1312 Il4 16.0' PREBTEfi6ED (2P4 (z)n W23 2M3 56 DO 19-4 IB m' f'RESTRE6 TVs (1)5 1 01 60'i 45 B6 10.E 6-B' PRESTRESSED (1)5 fz19 le% ksa 3% 163 21 F 10-m' SiFE89Ep drz s (2)5 1905 210' 1 Zee-V I PRESTRESSED (1)5 f19 122E q12 n 24 0' 12-8' PRE01RE0SFD (2)5 f115 CM 1014 266 617 TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES. SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTN CLEAR SPAN LINTEL TYPE LINTEL STEEL PLAN GRAVITY GAPACnY GRAVITY CAPACITY (0AL rin GRAVT` CAPACITY (IAL IInu UPLIET CAPACTY flnL elf DRIP CAPACITY fIAL(2n,.0 EDITOR OAR TOP BAR -0 O 36 }-]' Pi 2)n 150 la65. 1%5 ]490 246E ! 0 1-e PRECAST (2)n 1131 1125 I415 009 1863 4-6' 3-]' PRECAST ( n B19 I61 1151 N05 K89 4-s 3 4' CASs (2)n (2)n 906 0& Val We 1396 54' (2) G)q ball we 930 III, 1114 5-Im' 44' PRECAST 2)5 (V) SIT We We 938 966 11.1.5.9' PRECAST(2) (21n 494 741 141 1% B52 e 6' S-2' PRECAST 41b 719 lie T30 No 6-B 5.4 RRECABT 2 456 65 6% l8B l% 1 b 11 -2 FRECABi 4 n 381 3TS We Sea 499 SKI T (2)4 3% 5% S% 492 see PRECA T 0) 334 501 411 516 S-4s e' CAST O n 706 435 A%36 694 0. 1 9 2' CAST 12)", n a45 371 312 23510-0' PRECAST (2 5 5 210 30 345 1% 3M OT-0' 10'-B' CAST O5 9 1%4 its 282 R3 215 Ill'-6' II'-1' PRE (1) I0 243 243 51 1% 13'-4' 11'-0' PRECAST ) 151 B7 BS 13m 0S 14'-0' 19'-8' PRECAST !1) 5 q6 60 C 09 F TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF)' B" X 6" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL Iq'FILLED GRAVITY CAPACITY GRAVTY CAPACITY (InL(QJ5U GRAVITY CAPACITY (AL MI UPLIFT CAPACTY (IAL(InU UPLIFT CAPACITY flALG)9U BOTCH BAR TOP BAR 3- 1- A T %0 69 691 4 1 34 PRECAST(Zln !An 1131 1425 LIZ 1863 I%3 4'-T 1'-C' FrEC46i Fi)n (9n 1041 192E 132E 17H 115 411' 3'.0' PRECAST (2)n (2)n SO am 1230 IS% M6 4'-e' 3'4d PRECAST S)n (2)n Smb OBI as less ES6 5'-e' 4'-4' f f219 !Ln W5 046 B46 VO'A 1011 1'-4' PRECAST o)'4 2 459 65 6% Wls 6'-4' PRECAST (1)•4 (L "1 569 %B 499 641 B'-e' 1'-4' LAST (2)•4 (L 31G {� 489 915 546 9'-0' B'-d' PRECA5T fD •4 'l 213 41D 415 ni 412 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3, MASONRY! 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 6PECtFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AC[ 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: PM 150E PSI. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF V (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, &TH EDITION (2011), SECTION R606.14 OR FLORIDA BUILDING CODE REBIDENTIAL, STH EDITION (2014), SECTION 2104.1.5 �(1) #5 CONTINUOUS ells: �8"X1 6" KNOCKOUT BLOCK •:�� TOP BARS: I SEE SCHEDULE . A (1) #e CONTINUOUS l - ' 7/32" STIRRUPS A7 4'-0" cc OR WELDED) BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST �(1) p5 CONTINUOUS ) 8"X16" KNOCKOUT BLOCK TOP BARS: +.ED SEE SCHEDULE 5 CONTINUOUS 2" STIRRUPS AT 4'-0" cc OR WELDED) (2) STRANDS 7/16"-- 7 WARE STRESS RELIEVED 270ke1 PRESTRESSED CABLE 8/16-S-(1) 1 #5 PRESTRESSED .'r;•a' . 4 3f?' TABLE No 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS ;.WTEL LENGTH 0.EAR SPAN LINTEL TYPE LINTEL HEEL GRAVITY CAPACITY (0nL lIAU GRAVITY CAPACITY (IAL fll UPLIFT CAPACITY (IAL N51E UPLIP CAPACITY (1nL (gnu 5077ol EAR 70P BAR 2 -�' 11-11T (2) n (] 0009 Does, View VIVO,3-6' 1'-1' PRECAST (1)n C090 1000E Im000 10000 4'-0' 7'-1' PRECAST (2)S Gl) W13 1 ]me 1W09 10000 4=6' 3' -1' PRECAST 0)1 (z)n 69A0 10000 ImOmm ImOmo 4 B' 3-4' PRECA5T (2)n (2)n 6364 woo 1000E 090E $ 4 4-0' PRECAST (7)5 (1)n COST C900 sale 000E 510' 4'-6' FRECA97 f1/5 (1)n %43 et 1616 mm0 ' 6.4 5'-0' FRECASi (1)•4 (1)n 109mm, WOOD, 652% 000E 5'-1' LAST (2)•d (2)n 000E 0000 Else 10000 b' B 5'-4- PRECAST (2) 4 (2) n #m00 100od %I 000E l6 6'-2' PRECAST (2)4 12)n We 1 44% MI6 1-8 .-4 LAST (214 0) f1)n 811E Wee 424E Mel 8 0 6'-B' PRECAST 0D4 (Dn 74% 10 3%9 14l 1.1.I-0' PRECA5T G)14 - (2)n 6154 Immure sell I06m 9-4 8-0' PRECA5T M-4 (2)n 52W WW 2121 Woo 10 6 9.1' PRECA6i (1)4 (1)n 4066 5043 1094 4248 II.4 C'-0' PRECAST TVs (215 4221 4221 1163 3593 7 0 I1 PRECAST (D5 (2)9 ells 3119 1569 311E 12 b' ILL]' PRECAST (AS 9 341E 342 1411 25n 13-4 12'-0' PRECAST (2)5 (319 2S% 19% II6 251b of V 12-e' me I n )5 v5 1 31 2131 10BB - 22 bur -K.B PRESTRESSED f214 (2) 3z31 3P31 !484 B 4' _ W-4' 14'-0' PtEB D (2/4. (2)n 1945 2545 60 653 I0 a' Ib'A' STRESSED (214i (2)n 228E 218m a31 1055 19 4 -0' PfEbPESSED (2)5 (115 1013 ells 426 844 101.' 0'-B' PRE5IRE%ED (1)5 (2)9 Gas % 1 PI 4' 10-0' PRESTRESSED O)5 (85 3 14I3 40 91 22.0' -20'-e' PRESTRESSED (1)5 (2J5 t 4 14 -0' PRESTRESSED (2)5 L219 IHl IIA1 274 44. TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS 7 I*- LENGTH CLEAR SPAN LIN7EL TYP£ LINTEL STEEL GRAVITY CAPACITY (0AL (1)SJ GRAVTY CAPACITY !U'5L (115U 11RIP CAPACITY (h•i-(Inc UPLPR CAPACITY (IAL l2)5U EOIICM BAR 10P BAR -6' FRELA T 2 n ! )n 7B 1009E 000m PRECA5T (2)n 5014 10099 0oi0m Im000 a 0: y -B' PRECAST WIT (2)n %61 Idm9E 144E IOWV -4-6' 34' PRECAST (2)n (2)n 2t4t 1017 56n 8118 d-8' 3-4' PRECAST (tin (2)n 25M 6131 51W _ 126 5.4' A-0- PRECAST (2)9 (2)n 4111 a4tl 3169 483E 5L0' A-6' PREOATT M-3 (11n 334, 3564 3e65 3%5 S'-0' PRECAST (1)4 (2)r9 303E son 255E %ET 6'-b° 5'-2' PRRLA6i 1114 2001 1031 23% 3m48 6L8' 5-2' PRECAST (D4 2138 1t3B 1159 20% 1.6' 6-2' PRECAST (1)•4 (])n 253 ]53 1119 2303 l-8' 6-4' FRECAbi (2)•4 2" 2108 1645 119 -1. PRECAST (L•4 :.51 1951 1494 1051 l'-v PRECAST (D4 615 1825 11 1918 9'-4' B'-0' PRECAST O)•4 (2)n all Ell 10% ael 0'-6' 9'-P' PRECAST M-4 (2) 1 120 DO Bel 1324 IT.4' 0'-0' P(ECAST f115 1 LIM- II% 98 678 1151 q'-V V-8' PRECA5T (1)5 (3) 1118 594 108t 14'-0' c-8' RRCA6i PRECAST PRECAST !])5 (vs (D5 (2)5 (HT) 98B sal 841 90B 901 041 54. 465 41a =6 %5 65B _. TABLE NO. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL EI TH CLEAR SPAN' LINTEL TYPE LINTEL /1EEL GRAVITY CAPACITY (mnL (TAU GRAVITY CAPA07Y (IAL (li UPLIFT CAPACITY NIEEL (Inu UPLIFT CAPACITY , (IAL G2 577011 BAR TOP BAR 3'-V - PRECAST 1 1 n 0 w 91% V4. PRECAST f1)n (])n 301 1000oi 144E 10009 43' t-0' CAST (2)1 (2)n 3306 915E 6143 m6t'a0 4.4 3'-0' CAST (3)n. O)n 3E08 Was 659 %be Y:B' 9-4'PRECASTf2)n f2)n. 255 6291 515E 126 V. 4.4' PRECAST fD9 3514 9B0 3211 1041 6-B' S-4' OAST ID•4 2138 212 2255 2895 1d' 6'H' CAST (1)4 1 1108 11ft 1645 2215 all l'-4' CAST (2)4 120E RI0 1141 n95 9-B' 0'-4' PRECAST (1)4 n 1516 1a% 514 505 8/16-S-(1) #5/(1) #5 8/14-S-0) #5/(1) #5 A R C H I T E C T S 1441 N. RUNALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �n nnm ��emoomomaog i� 1 4) E O L C sTJBDIV. &LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT R5025.062/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 15 2019 313/I6' DA 1 1/15/19 sC r : 1/4ae=1e-7 1OF 9 SQ.FT. CALC.'S 1ST FLP, LIVING 1,533 SQ. FT. TOTAL LIVING GARAGE ENTRY LANAI 1,833 411 22 200 SQ, FT. 80. FT, SQ. FT. SQ. FT, TOTAL 2,l SQ. FT. CUBIC VOLUME: LIVING 15,941 SQ. FT. AND CLADDING WIND LOADS BASK: WIND EXPOSURE FOR 3 SECOND GUM CALL IF SWAM WK/DR. WN./DR' SIZE ZONE 1601rpNI WIND DESK:YJATION WIDTH HEIGHT 1 22 3068 DR 40' W. 4 21.9 / -30.4 2 33 (2) 25-SH 16' 63, 4 30.81 / -39100 3 112 16 0, x -0, Ill 84' 5 15.91 / -313S 4 11 25-SH 38, 63, 4 29b5 / -3220 EGRESS 5 11 25-SH 36, 63, 4 29b5 / -3881 EGRESS/TEMP. 6 54 8068 SGD 98' 80' 4 2132 / -29.88 1 33 (2) 25-6H 15 1/8' 63 1/4' 5 2830 / -36.18 EGRESS 8 11 25-SH 38, (03, 4 F 3231 / -3521 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA5D=124 MPH B. INTERNAL PRESSURE COEFFICENT=+.IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2x4 U s 16, O.G. CABINET SECTION I m m m m 9 13,-8" O (2) 25-SH EGRESS OWNER'S SUITE 12'-6' x V-6' 8'-8' CLG. 11_0" „2'-4" , 4'-0" C — v > R/T N a1 2 10 iR ISH 4'-2° 48' HIGH ------ KNEEWALL e °• W/ CA ° O.SUITE BATH 8' 8' CLG R/T G WIC 8'-8' CLG. 50' - 01, 20'-0' J1.011 9' -O" 8,l I I I I I I 6' 6" 3'-1" 3'-0" 2'-4" 1'-5" LANAI 20'-0'x10'-0" 8'-8' CLG. O i O EGRESS — — — 1 TEMP TUE/ 0 u 'n SHOWER HEAD SHWR 6 e '-8' AFF. 1 GREAT ROOM 16'-6'xl4'-6' 8'-8' CLG. 5'-2" v I1'-0" m R/T Lu q .� a l l m ell INK 1 (:) o I 0 I 1 I I KITCHEN 44 11 A i iI 9 BEDROOM 2 10'-r x 1r-r -t -y BATH BTHL�. a A @ s LAUN i 8'-$, CLG. i L_ �ql M.T. -- PAD OUT WALL 12' AFF. 1'-0" 6'-0" 0 111 Jm 5' 4" 1 8, 6„ 2, 4: 6' 8 2 4 III I I OWER HEAD e V-8' AFF. III �' i 2-CAR GARAGE - 0111 III �p8-8®19?CG NW FOYER DINING ROOM 8e L CLG. 1 10'40"x11'-9' DEN III �I I 8'-8' CLG. 12'-2'xl2'-I' III III 8'-W CLG. O III RR O I I a OS 25-SH 68o ENTRY O (2) 25-5H 8'-8' CLG. m — — — I6'-0' X 1'-0' OHGD v '-0" 4'-8" -0" 4'-6" 4'-6" 2'-3" I1'-10" 8'-8" 9'-0" 20'-6" 50' - 0" FL PLAN. SCALE: 1/4 = 1'-0" ELEVATION 'B" BEDROOM 3. BOLLA G GOND. F---� I I L —22X36 ATTIC It ACCESS 10' -10" ELECTRICAL PANEL O STRUCK BLOCK e GARAGE WALL 5 2'-3" m I BM Em A R C H I T E C T S 6 Design Group Inc. v PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 00 r � I�"IIIII"' � omoamOvomJ E 8 E m SLJBDIV. & LOT: OAKLAND LAKE (LOT 62) MODELlll. 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT 1/15/19 SC LE:1/4"-f-O" S;EET 4 OF ATTIC VENT CALCS AREA OF ATTIC 1833SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 6.11 SQ.FI. REQUIRED VENTILATION AREA (6.11 x 144) 879,8 SUN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 879.8) 439.9 SON OFF RIDGE VENTILATION AREA 115 SQ.IN./Vm SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 440 SUN. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF 12 5 TEXTURED CEMENTIOUS / co COATING PER IAFM CCS2(o)(TYP) r SCALE: 1/4' = I'-O" ELEVATION 'B' 12 5 V SCORED BAND (TYP.) SHINGLE (TYP. 12 5 Imo❑ ❑❑_ I_1!❑ E= E�� 7� E7u —COACH ,0 W�lqvlfi'110 el IN r ' FRONT Aa 10 il SCALE: 1/4 = 1'-0' ELEVATION 'B' 5�—/ OFF -RIDGE OFF -RIDGE VENT 8'-8" BRCS. HCsT.�--- ----- ------------------ -11-011 _ b8�-8" BRCS. HCsT. Y ----------------------------- - — - — - --- h6 8" HDR. HGT, TEXTURED CEMENTIOU;) v COATING PER (ASTM C CS26)(TYP) 0'-0" FIN. FLR. LEFT EMEVATION SCALE: 1/4' = I'-0' ELEVATION 'B' 5� OFF -RIDGE VENT OFF -RIDGE VENT 8'-8" BRCS, HG7 I'-0" (0'-0' HDR. HCzT.h 44 �- - - — - — - — - — - — - — - — - — - — - — - — - — - TEXTURED CEMENTIOUS) 0„ COATING PER (ASTM C 0326) (TYP) 0'-0' FIN. FLR _ 6' SCORED BAND (TYP.) _,gym'-0" FIN. FLR. (6' SCORED BAND (TYP.) - — - — - — - — - — - ----- ' -011 - — - — - — - - — - - — - — -- - - -o( -8" HDR. HCsT. d uj ---------------------------------- - - - - - Yh0'-O" FIN. FLR. RIGHT E LE"TIN SCALE: 1/4' = I'-0' ELEVATION 'B' A R C HI T E C T S Design Group-inc. LUIV Uvvvvu, R 3L IOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA k: 0003325 �m■ommoov� Q V O co [SUBDIV. & LO, OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/000C PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AN 1 5 29Y DA E:� 1/15/19 S ALE:1/4"=1'-O" SkEET 5 OF CONNECTOR SCHEDULE CONTROL DATE: 0'-0 -15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-Ib 145E HTA I6-16 - 1400 (1) IEd x 1 112' I -PLY, (6) 166 2-PLY, (USP: (10) 10d X I In' - NO I6d OPTION) (2) META -lb Tess 1 (2) HTA 6-1B 1B00 (IO) 10d x I Id" I -PLY, NBP: (10) 10d x I/29 190E (14) I6d 2-PLY (U5P: NO Ibd OPTION) HETA-16 IBIO HTA 16 1615 (5) 10d x 1 I2' I -PLY, (8) I6d 2-PLY U5P: (10) IOd x I la', NO Ibd OPTION HETA-20 ISO HTA 20 1615 (5) 106 x 1 In. I -PLY, (a) Ibd 2-PLY USP: (10) 10d x I In', NO I6d OPTION } (2) HETA-20 2035 (2) HTA-20 31T0 00) IOd x I In' I -PLY U6P: (10) led x I IQ' 280E (12) I6d 2-PLY N6R NO Ibd OPTION) z Q LGT-2 215E LUGT-2 1815 (1) - 1/4' x 2 1/4" TITEN, 2 PLY CUSP: BLK (5) !/4' LLES, WOOD (I6) IEd in PETAL-20 240E NO USP CONVERSION FOR SIMPSON DETAI-40 (15) - 10d x 1 In, I PLY MGT Sass MI 4000 (I) 5/5' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12°-EMBED),.(22) 10d TO WOOD (U5P: (28) IOd TO WOOD) HGT-2 1090E HUI 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 106 TO WOOD (USP: WOOD (8) IEd) HGT-3 . 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 106 TO WOOD (USP: WOOD (9) 106) LGT3-SD52s 3285 LUGT-3 533E (12) SDS 1/4"x2 In' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) a 25) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) IEd x 1-1/2' (U5P: (10) 10d x I I/Y VGT 4940 NO USP CONVERSION FOR 51MPSON VGT _ (1) 5/5' A.T.R, IN HIGH STRENGTH EPDXY (MIN. IT EMBED), (I6)-SOS I/4'X3' TO WOOD nl VGT T183 NO USE CONVERSION FOR 51MP60N (21 VGT) (2) 5/6' A.T.R. iN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (321-$DS /4'X3- / 2 PLY MTS-I£ 100E MTW 12 1595 (14) 10d x 1 In' (USP: (14) 106 x I I/1", OU) 101) HTS-16 1150 HTW 16 1660 (16) IOd x 1 In' (USP: (I6) IEd x I I/2', (16) 100) NTS-20 145E HTW 20 2045 (24) 10d x I I V (U6P: (24) led x I V2', (20) IOd) HTS-24 1450 HTW 24 2C45 (24) IEd x 1 In' CUSP. (24) IOd x 142', (20) 10d) L61A-12 • 925 LSTA 12 9l0 (IO) IOd JSP: (I0) Imd LSTA-10 H 1235 LSTA 18 1360 (14) 106 U6P: N4) 106 META-18 1315 MSTA-18 1315 (14) 106 U5P: (14) IOd (n M6TA-24 . 1640 MSTA-24 M50 (18) Imd U5P: (IW 10d M61`A-30 •- 205E MSTA-3O 2140 (22) 10d USP: (22) 10d MBTA-36 • 2050 MSTA-36 2525 (26)106 USP: (26)I0d H M5TI-36 3600. K6TI 236 309E (36) 10d x I In. U8P (36) Ica x 1 1/2. MST)-4B 5065 KTSI 248 4250 (48) 106 x I IR' USP (45) IOd x I IA' Hb Sao LFTA 6 15% (8) 6d TO PLATES, (a) 8d TO STUDS (USP: (I6) ad x I In" (IS) Bd) 6P4 am $PT 4 945 (6) 10d x 1 1/2' TO STUDS U5P (6) IDd x I V2' TO STUDS A34 395 MP 34 410 (4) ad x 1 IR' TO BEAM, (4) ad x I K' TO POST. USP: (4) Bd x I IR' TO BEAM, (4) 6d x 1 IR' TO POST. HCP2 645 HHGP 2 1010 (12) I0d x 1 In' USP. (10) IEd x I IR' TO TRUSS, (10) IOd X 1 Id' TO PLATE HIOA 194E RT 16A 218E 118) 10d x IR' U5P: (9) 10d x I I/2' TO TRI19S, (B) 10d k I/1' TO PLATE VGT 1 HDU4 4565 PHD 4A 4535 (161-6DS 1/4-XV TO WOOD, (10)-SDS 11442 In' W/ THREADED ROD, ❑) NUTSN)ASHER/2 PLY USP: 5/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 1 H075 4940 TDX 10 5110 (16)-5D5 1/4'x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUT6/WA5HERRPLY USP: l/6' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/6' THRU-BOLTS AM 44 2200 6665 PAU 44 2535 6115 /U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, T EMBED) N CONC., (12) lad TO WOOD USE; SAME AS 61MP5ON AM 66 2300 12000 PAU 66 2535 13815 0) 5/B' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN CONC., (12)Ibd TO WOOD U5P: SAME AS SIMP50N (n LTTI9 .. 1340 LT5 19 I20S (U 3/4' AtR IN HIGH STRENGTH EPDXY, (MIN. T EMBED) IN CONIC, (00d. TO WOOD USP: SAME AS SIMPSON K O LTT20B .•. 1500 LTS 20B 1105 _ (1) In' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED) IN CONC, (10)10d TO WOOD USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY (10) 100, (10)10d x I In', 2-IQ' = (� HTT4 4455 HTT45 4465 (U 5/V ATR IN HIGH STRENGTH EPDXY (MIN. l" EMBED,) IN GONG, (18) 5D9O X 1 112' (USP: (20) I6d X 2-I/2') USP HAS MORE NAIL OPTIONS: (20) IOd, (20) led x 1-:12, (2O) I6d x 2 In' Q HTTS 509E HTTa5 543E (V 5IV A.T.R IN HIGH STRENGTH EPDXY (MIN. ^ EMBED,) IN CONC_ (26) I6d X 2 In' (USP: (20) I6d X 2-V29 UBP HAS MORE NAIL OPTIONS, (28) Imd. a> led I66 x 2 I/2 HHDQ11405 2$f 1101E IAPHD 11 120BO (U 1' ATR IN H GH 5TREN5 H EPDXY, (M N ID EMBED) IN CONC, A4. SDS li x 2k' UCOD 5GREW5 CUSP: (24) W63won 9G(8W5) PD75 6645 TDX I0 5110 (1) 1/8' AB N HIGF STRENGTH EPDXY (MN. l EMBED) IN CONIC (3) 3/4' STUD BOLTS TO WOOD (U1 ; (4) 1/6' BOLTS) (n MBHA 356/1125 3415 533E N'FM35XI2U 3165 7130 SIMPSON (U 3/4' AT.R N HIGH 67RENGTH EPDXY (MIN. 615 EMBEDMENT) IN CMU. TOP, (U 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 675' EMBEDMENTI IN O11W FACE, 05)I0d TO BEAM USP: (1) IR' J-BOLT W/ MINIMUM 6: EMBED. I NOT LE65 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMBETIREDHEAD DYNA BOLT SLEEVE ANCHOR OR BO, W/'MIN. 5- EMBED DEPTH INSTALLED IN THE FACE. CIA) led AT JOIST W ('� HUSC412 (WOODY 3635 2660 (FLR) HUS412P 3060 253E (FLR) (10) Ibd TO HEADER (10) Ibd TO WOOD U5P,: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) Z HUC410 (CMU) 1810 5005 HD410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IB) 1/4' x 3- W53 SCREWS, (10) IDa TO WOOD, = HUC2I0-2 (CMU) 181E Bass HD210-21F IS05 3115 (15) 1/4' x 2-3/4' TITEN l9 PER FLANGE) TO CMU, (10) IEd TO WOOD: (USP: (IS) 1/4' x 3- W53 SCREWS, (IW 10d TO WOOD HUC210-3 (CMU) 1510 400E HD210-31F 1505 3115 (18) 1/4' x 2-3/4' TITEN (a PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x V WS3 SCREWS, (IOC 106 TO WOOD LGUM26-2-SDS 1430 5595 NO a5P CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/S' x 4- TITEN HO ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 In' BPS SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON '5E- EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD POR WRITTEN APPROVAL PRIOR TO SU55711TUT NG FOR SIMILAR EPDXY PRODUCTS OR U5P -CIA ADbE51 VE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT 15 GREATER THAN T" DEEP, THE vERTICAL CELL IN C.Y U. WALL MUST Itf FILLED SOLID w/ GROUT. • Imd COMMON NAILS CAN BE 6U55TITUTED WITH 1Od x I I/2' NAILS IN CONJUNCTION WITH A 231 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHI'ECT 16 REQUIRED FOR THIS APPLICA-'.ON PRIOR TO INSTALLATION- 01) .. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM DILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE l' W H- 0 A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIE5) z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5FON51BLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTOR5, USE 5TAINLE55 STEEL FASTENERS. WHEN USING ZMAX / HO6 GALVANIZED CONNECTORS, USE F45TENER5 GALVANIZED PER 45TM-4I53 USE OF EXFAN51ON ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 54616 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENG'NEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS 0-2013" , 'HIGH WIND -RESISTANT CONSTRUCTION O-HWO9, AND ANCHORING F FASTENING SYSTEMS FOR CONCRETE a MASONRY CATALOG C-SA5-2012. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-II 1/2' 7'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING: END OF: HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O, 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N,O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL, • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5, HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN, FROM 2ND. FUR. LINE c„ 8 JS Jro J4 J2 (2) HETA-20 (2) HETA-20 DI4GONAL5 FOR BOTTOM CHORD RG2L�/:I1Jr :m ')nI_r/f'I n(- MdY /TYP ) DIAGONALS FOR BOTTOM CHORD R;PA- IIe- xa ')n1_T1I n(-. MA\,t (TYG ) IX4 DIAGONAL BOTTOM CHORD GABLE BRACING RuuF FRAMING PLAN SCALE. 1/4 = P-0' ELEVATION '5' (2) HETA-20 J� MGT 51G WE Ix4 BTM. CHORD GABLE BRACING A R C H I T E C T S IDesign Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUBDIV. 8e LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833- 01 PROJECT#: R5025.062/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA JAMEO CANTWELL AR NO 12079 D E: 1/15/19 S: ALE: 1/4"-1'-0" HEFT 6 OF 9 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIDV DUPLEX RECEPTACLE IUOV FLOOR ® MOUNTED DUPLEX RECEPTACLE IIDV SWITCHED BI HALF SWITCHED DUPLEX RECEPTACLE IIDV GFI DUPLEX EQUIPPED W/ GRaND FAULT INTERUPTER (TAMPER RESISTANT I RECEPTABLE TYPE) ® 220V RECEPTACLE 4 WIRE caisECTION IIDV DUPLEX EQUIPPED W/ GROU I FAULT �UP 1 RECEPTACLE MTERUPTER (WEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT y.( LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED y LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y(.() LIGHT FIXTURE- / PULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE- AwI VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE BATT. BACK-UP W/ HARDWIRE JD DETECTOR INTERZINNECTED CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX SUP PORTED M ACCORDANCE W/ BOX MARKED AS WC44 FOR NSF'ECTION FLOOD LIGHT DG DOOR CHIMES TY TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1833 LOAD INFORMATION VA 1833 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5,499 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 46.745 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 36,745 VA x (4) 14,698 TOTAL NET GENERAL LOAD 24,698 4-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 24,698 NET TOTAL HEAT 10,450 TOTAL LOADI 35,148 CALCULATED LOAD FOR SERVICE 35,148 VA / 240 V= 146.45 200 AMP SERVICE 7FILECTRICAL FLAN SCALE: 114 = 1'-0' ELEVATION IV (3) 61 TNNNMM COPPER CONDUCTORS, (1) 6 THNNIT"M COPPER GROUND IN 2" CONDUIT. TRANSFOPo`1ER BANK, SOkVA VOLTAGE: i620/13200-240/450V NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120,240 ,T ' UNDERSWOUND HBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDES (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CUFWZW: tI emp6 CAN POWER COMPANY 200 TRANSFORMER PHONE / DATA CABLE / TV WEATHER WEATHER PROOF Box PROOF Box SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS -- — — — — — — — — — — — — — — — — — — GRADE LINE TED 200 AMP ELECTRICAL RISER TOo NCRET ENCASED COPPER`�° NOTE: COLD WATER PIPE. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL LAN[iiT CODES, AND THE LOCAL POWER CO. F PVC IS USED THERE 18 NO �BCNDrIRM-0 TO COLD WATER PIPE WP ---- GFI_ VP I BEDROOM 2 OWNER'S SUITE � I� \GREAT ROOM TV FIE I I _ _ O SD SD )/ CHIMES — CsFI- Cx— — —_ — 0l `F op�( SINK I LAUN r ;=—In I BEDROOM 3 ' I \ ii ll ' O.SUITE BATH GFI -__ j KITCHEN ' 1' QI 29 ' I ---- j - I V.. - - GFI (D) O LIGHT 6 WIC 1 CTF1 .\ r IN ATTIC SPRINKLER ( CONTROL -' \ w� DINING GFI CLG. ° /\. ROOM L�� ouTLEr , FOYER 2—CAR GARAGE / DEN / / J ct�xuxL�� Uup ylix5' GPI - \ COACH ` \ - - _ - COACH LIGHT LIGHT A R C H I T E C T S Design roulfinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ��mvoomvv� E 8 E F r SUHDIV. 8e LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: ELECTRICAL PLAN 160 MPH Ill C ARCHITECT STATE OF FLORIDA TE: 1 /15 /19 CALE: 1/4"=1'-011 'SHEET 7 or Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes NVR - Business Use Only Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model # Product Approval Number Glass Type Method of Attachment Windows +32.37/-42.62 +50/-60 DP Ply Gem Series 4712 Flange FL 14039.1 non -impact _ N 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required znchors: Head (3}, Jamb (3) Mullions N/A +/-75 DP Ply Gem Series 470D flange FL 15264.2 N/A Use X' Tapcon with sufficient length to achieve a I V min. embedment with 2 Js" minimum edge distance # 10 Wood Screw with sufficient length to achieve 1.1/4' embedment. Required anchors; Head (3), Jamb (3) Fixed Glass +29.65/-38.87 +/-55 DP Ply Gem Series 4701 Flange FL 14434.1 non -impact Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 non -impact 3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchor*: Head/Sill (6), Jamb (5) Swing Type Doors +30.64/-30.64 +67.0/-67.0 Therma Tru 37x8'O" FL 5891.5 N/A IW Tapcon X', Min Embedment 1.1/40, 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 aearanoe to adjacent anchor 4". Anchor Spacing Max 18.5" O.0 Garage Doors +25.911-31.39 +36J 42 Ciopay 160 model 73W6 FL 16546.4 N/A Jamb to block on vertical jamb 1/4" X i 4" min embedded Tapcon. Max spacing Of 2" and V OD steel washer required. Hurricane Protection N/A +40/-40 Eastern Metal 24ga Steel Panels FL 11964.2 N/A 1/4" Tapcon Anchors, SG Tapcon or 1/4' X 3/4". All points Solid -set Anchors. Roofing Material N/A N/A Tamko N/A FL 18355.1 N/A Soffits (Panel Walls) N/A N/A Ply Gem Mastic Soffits FL 23352.1 N/A Structural Component N/A N/A HuberEn ZIP System FL 17147.1 INIA I have reviewed the above components or cladding and I have approved their use In this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: James Joseph Cantwell Signature: Design Prof: Architect Cert. No. AR0012079 Date: seal A R C H I T E C T S GDesin rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abd es Igngrou p.com AA #: 0003325 r � �i mnm ��emomomaog E 8 C� G 00 SVBDIV. ac LOT: OAKLAND LAKE (LOT 62) MO DEL: 1833 F1833-01 PROJECT*: R5025.062/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 1/15/19 ObALE: 1/4"=1'-0" HEFT OF 9 (0 5 MBAR VERTICALLY (U 5 REBAR VERTICALLY W/ CONC. W/ OONC. POURED CELL (29' MIN LAP) POUND CELL (25' MIN LAP) R-4.1 INSUL. MIN, TEXTURED CEMENTIOUS COATING z � e' CMU 0- PER IASTM -526) (TYP.) a, cm p z na - L I/7' GYP. WL. W. .9 0 CURB HEIGHT VARIES t0 0 WOOD BASE - - a w z j z Lor-7 NC, REINP. W/ b'x6' . a . ULF OR FIBERMESH ON j 3 1/2' CONC, REM. W/ WW -OLY ETHYLENE VAPOR 7nm = WAxWIA WWF OR FIESEPo'IESH ON WELL-GCMPA-TED ON 6-MIL POLY ETHYLENE EPo'717E TREATED FILL VAPOR BARRIER ON d' F 4' 4' 4' z W WELL -COMPACTED CLEAN E 4' 4' 4' oo I'-0';n I,_0, (2) 5 REBAR ON CFIAIRSFILL N CHAIRS 1-STORY FOOTING 1-STORY FOOTING 1 W BLOCK WALL AT GARAGE 4 WALL BEYOND WALL BEYOND 3/4' RECESS FOR PAVERS - GARAGE DOOR - 310' care IMN. UY 614' i WI4)d#A Wff OR FIBERIMW CN - m L "L POLY ETNYI.@E VAPOR `* aaa w C SARRER0 DELL-CLFPACMD 1II..— Q CLEMI TM"TE TREATED FILL 3 1/2- CON-, REINP, W/ b•xb' > a a _ _ - WI,4xWIA UALF OR PI5EFd1ESH ON PAVER — 6-MIL POLY ETHYLENE VAPOR G U,4xWl.4 =F ORnFIIBERMESH ON BASE BARRIER ON WELL -COMPACTED CLEAN TEIa"IITE TREATED FILL r'a- 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL-COMPAFoR 5 REBAR ON FOOTING S' I'-0" CLEAN TERMITL� TREATED FILL K 4' 4 CHAIRS BEYOND E > EXTEND FOOTING (0 5 REBAR ON CHAR 4' 4' 4' b' RECE88 FOR PAVERS O GARAGE STEP-UP UNDER PAYERS 0 U (2) 5 REESAR ON CHAIRS NON -BEARING @)GgAERAGgE DOOR FOOTING ECALE,W-I,-V PAVER RECESS ® ENTRY DOOR J BCAL R°•'�— S" VARIES 5. SEE MANUF. PRODUCT DETAILS FOR REQUIRM SIZE AND DEPTI Z 3' 3' OF RECESS FORS TRACK E w VARIES _ e, W' FINISH FLOOR (1) 5 REBAR SET INSIMPSON HIGH & z N STRENGTH EPDXY W EMBED. MIN. (2) 5 REBAR • 1-STORY (3) 5 MBAR • 2-STORY , a a a OUTSIDE REBAR TO BE \// .V ^ G CONTINUOUS �� d a y 9 I/2' CONC., REINP. W/ 6'xb' WAxW1A WU.F OR FIBERMESN ON6-MIL a , n -' ��"VAS� /. /,/ i MIL POLY VAPOR BARRIER ON UMLL-COMPATHYLENE - - (�� L f�jj CLEAN TERMITE TREATED FILL U 2'-I' MIN. LAP ��1SHOWER RECESS FOOTER ECM.E:Nl'-O' 11 SLAB AT S.G.D. SULE:?4-0' TYP. RETROFIT FOR OMITTED DOWELS �T2�REBAR LAP AT FOOTING A TIE VERTICAL MBAR TO HORIZATIONAL MBAR W/ 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. 77-L C CLEANOUT REQUIRED Q FOR INSPECTION z N 0'-0' PIK FLR (1) 5 VERT. DOWEL - LAPPED W/ BOND BEAM - TIE VERTICAL REBAR a a I (1) 5 MBAR AT CORNERS c TO NORIZATICNAL -a_e MBAR W/ 10' HOOK W/ 25' LAP MM. TYP. REBAR LAP HORIZONTAL/ VERTICAL c AT LINTEL CORNERS REINFORCING A R C H I T E C T S Design 1 0 u p`I nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIII'I'll Lom■vv000a� E 8 N E O L C SUBDIV. 8e LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 1 TE: 1/-15/19 U pCALE: 1/4"=V-0" 1 SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: LT NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE -ENGINEERED , , ❑ DO NOT EXCEED 41:1 DO NOT EXCEED 6TH EDITION (2017) GABLE ROOF TRUSS 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES I' DRYWALL In DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. ❑ P.T. Ix4 or i'x4' MIN. (4'-0' O.C. 6 SHEATHING SEAMS) (SEE WINDOWiDOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER OCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT (DSLCH—EDULE 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL DOOR CASING VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH DOOR JAMB /WINDOW MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW ' TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING ` TEACH END and � IS' O.C. MAX P.T. lx4 or � x4 MIN: (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/' x 9" 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN On F' M EACCONH (MIN. EMBEDMENT I MAXSIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4" or +Y4 WINDOW TO BLOCK (+3") 8' FROM EACH END and 18" O.C. M WALL SHEATHING (TYPE AND ATTACHMENT or DRIVE PIN, 8 FROM EACH END and METHOD PER 'NAILING SCHEDULE')-- (1)(6' MIN. EMBEDMENT 6 32' O.C. MAX) DOOR JAMB TO BLOCK (+%4"") DOOR JAMB TO BLOCK (+3") �r ' IS O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: r=r-m' 4E SCALE: r=r-m' MIN. SHANK SIZE .145 w/ 12d NAILS ® 8' O.C. MAX 7B ��" MIN. HEAD SIZE 300 WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I' TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS — or 10'-0' O.C. MAX ELT SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CRI COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (I)' TAPCON C92(o) OVER CMU— (R-VALUE PER ENERGY CALCS) 8' CMU BLOCK ❑ DO NOT EXCEED' ❑ DO NOT EXCEED' (MIN. EMBEDMENT I J') 8' FROM EACH GYPSUM BOARD OR �' HIGH STRENGTH END and @ 18' O.C. MAX ' 8' CMU BLOCK CEILING BOARD ' DRYWALL ' DRYWALL or DRIVE PIN, 8' FROM EACH END and ONG. FILLED U-BLOCK w/ (1) M5 P.T. 2x BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKMG Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER 9 18' O.C. MAX 1 SINGLE STORY SCALE: 3/4'=I'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING WINDOW'DOOR WINDOOOR JAMB BLOCKING (,'055 (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT POOR CASING MIN. HEAD SIZE .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT I in SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 6' FROM OOR JAMB / WINDOW PER MFR'5 SPECIFICATIONS EACH END and 6 18' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 4) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT I a") 8' FROM EACH .190 DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER Ox or �(,' 055) END and 9 18' O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 46 w/ in TAPCON MIN. 1 a" EMBEDMENT INTO BLOCK or � METHOD PER 'NAILING SCHEDULE') SCALE: r:r-m' (2) DRIVE PINS, 8' FROM EACH ENE) and RE -ENGINEERED ROOF TRUSS 6 16' O.C. MAX7 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 / MIN. SHANK SIZE .145MIN. HEAD SIZE 300 6 ) (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 %6") MIN. EMBEDMENT I in SHIM AS NEEDED 4F SCALE: r=r-m' TO PLUMB JAMB. METAL DRIP EDG " GYPSUM BOARD OR I' HIGH ❑ DO NOT EXCEED' SECURE TO wl l2J ' TAPCONS 2x6 SUB -BAND-- STRENGTH CEILING BOARD 8 CMU BLOCK VENTED ONC. FILLED U-BLOCK w/ I' DRYWALL NOTE: (MIN. EMBEDMENT 1 4') 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED ENE) and 9 18" O.C. MAX ER PLAN (SEE WMDOW/DOOR JAMB BLOCKMCs CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT �' OSB l4" WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DO NOT EXCEED (2) DRIVE PINS, 8' FROM EACH ENE) and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 6 18' O.C. MAX SPECIFICATIONS (ATTACHED TO BLOCKING 8° CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS I' DRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I in (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT (R-VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or �' 055) SECURE 2nd Zx TO STRUCTURAL DOOR CASING P.T. (2) 2x4,, PRECAST OR POURED IN W/ ' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1)' TAPCON PLACE SILL (PER BLDR I' GYPSUM WALL BOARD EACH END and 9 15' O.C. MAX---J(ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH I' TEXTURED CEMENTITIOUS 1) S REBAR VERTICALLY IN 15 PER MFR'S SPECIFICATIONS) END and -s 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL WINDOW TO BLOCK (+1 /6) or 092(o) OVER CMU (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1i6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN, 8' FROM EACH END and 6 18' O.C. MAX 8' CM ' P.T. FURRING STRIPS 0 IV O.C. 4C �E; r=r_m' THROUGH NON-STRUCTURAL MEMBER (Ix or �(,' 055) MIN. SHANK SIZE .145 w/' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OD BASE MIN. EMBEDMENT 14' Ll NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 P.T. l2) 2x6: To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) RE DO NOT EXCEEDSCALE: r=r-m' SECURE TO BLOCK w/ (2)' TAPCONS °CONCRETE SLAB ' 4G (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 6' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 9 18' O.C. MAX XTERIOR WALL FOOTING DRYWALL or 115 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO 1,(2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/pooR JAMB BLOCKING 5IMP60N HT520 w/ (10)10d NAILS TO TRUSS 4 9 18' O.C. MAX FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN.) MIN. SHANK SIZE .145 2 SINGLE STORY SCALE: 3/4'=I'-m' RE (4) "X2 ' TAPCONS INTO BOND BEAM -ENGINEERED DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT IN GATT INSULATION ADHERED TO CEILING 'G5 YPSUM BOARD OR I' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO lb BEAM BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD l2) SIMPSON HTS20 EACH SIDE OF TRURUSS5 w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) J'X2 J' TAPCONS — P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS ( THROUGH NON-STRUCTURAL MEMBER Ox or �6' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT 1 ') 8' FROM EACH / ' TA 1 4' EMBEDMENT w e TAPCON MIN. INTO BLOCK and 9 16' OG _. p ..MAX TAPCONS MIN. or OPENING 22' x 30' MIN. `--WOOD CASING AT SIDE WINDOW TO BLOCK (+2 4') 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS V APART 9 15' O.C. MAX SCALE: NTS. 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /4) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. 4D 5 MIN. HEAD SIZE 300 PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) SCALE: r:r-m' SCALE: Nrs. MIN. EMBEDMENT I j' A R C H IT E C T S Desi�n p 1OU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA k: 0003325 �IIIII"'ll Lo��vv000aJ E 18 O C L SUHDIV. 8e LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA AN 15 TE: 1/15/19 $CALF: 1/4"=1'—O" 1 HEET D2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE %6' O.S.B. or �' CDX PLYWOOD - Sd RING SHANK GUN NAILS tv 4' O.C. a 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 ad RING SHANK GUN NAILS 6 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL %' CDX EXTERIOR PLYWOOD or 15/2 APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS m 4' O.C. 6 SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS e 6' O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS tv 4' O.C. EDGEWISE. TOP CHORD BLOCKING im 4' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING SPACES g EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS orY' PLYWOOD or fib' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.C. g or RAFTER PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND Sd RING ROOF SHEATHIN SHANK GUN NAILS -a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL PERMITTED AS AN ACCEPTABLE FASTENER FROM o ANY MANUFACTURER. Z 0 NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (16-20 RINGS PER INCH) BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS 0 4' O.G. TOP a BOTTOM EDGES . N J Sd RING SHANK GUN Q NAILS m V O.C. IN FIELD Q 4'-O' MINIMUM OVERLAP FOR TOP PLATE SPLICE e SECURE TOP PLATES w/ 16d COMMON NAILS a 4' O.C. Z z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2-ROw6,6TAGGERED W Z u (0.5.6. TO BE STRUCTURAL GRADE) � N Q ul Sd RING SHANK GUN NAILS a 12' z J O.C. IN FIELD Z NSW or a a $d x 3' SCREW SHANK BALLISTIC NOTE: Q o Y ELEGTRO GALVANIZED STRIP 6 12' O.C. IN FIELD ; DO NOT SPLICE TOP PLATES WITHIN 6'-0' oNAILS OF ENDS OF WOOD STRUCTURAL PANEL N SHEAR WALLS. w UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (0.5.5. TO BE STRUCTURAL GRADE) NOTE: -ENGINEERED GABLE TRUSS r DIAGONAL BRACE 6 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS DIAGONAL BRACE TO BE a ANY SPAN 15'-O' OR (4'-0' OL, 6 SHEATHING SEAMS) GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) FIX2d NAILS9EACH TRUSS (DIAGONAL 0'-0' - 30'-O'USE (1) X-BRACE -BRACING TO COVER 5-TRU55E5 30'-1' - 60'-O' USE (3) X-BRACE xt (1) X-BRACE 9 CENTER 4 (2) BRACES DIVIDED EQUALLY FROM CENTER TO END STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENGINEERING PLASTIC OR METAL WEEP SCREE y SHOWN w/ CMU (FRAME CONDITION 7B C SAME X-BRACING REQUIREMENTS) ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X-BRACING TRUSS w/ (2)12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN 1 SCALE: 3/a'=1'-0' or 10'-O' O.C. MAX A R C H IT E C T S Design POU plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIIIII QE V E L C L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JAN 1 5 �019 1/15/19 SO/ALE: 1/4"=1'—O" 1 VTCR of (1) a EA Y O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ECURE 2x6 MIN. TO BLOCK w/ (2)' x 9' ANCHOR BOLTS w/ 2' B WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY IMIN. 6' EMBEDMENT) i CI o ECURE 2x6 MIN. TO BLOCK w/ (3)y' x 9' WASHER SE ANCHOR BOLTS w/ 2' T IN 6IMP50N or USP -- - - HIGH STRENGTH EPDXY IMIN. 6' EMBEDMENT L O GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'-1'-0' /-PRE-ENGINEERED TRUSS ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS 9 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' /-PRE-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD 3 V TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS iu/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) 9 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE m 12' O.C. 3 %8' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER 9 32' O.C. MAX. rONCRETE SLAB SEEFOUNDATION PLAN FOR IZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=P-O' ' TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) C926) OVER CMU—� ' CMU BLOCK •' � d � r EATHER STRIP MOLDING AROUND DOOR / IPER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS m2tl= STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS Vr nw. sure vERHEAD GARAGE DOOR (BY OTHERS) Boon ALVANIZED STEEL VERTICAL TRACK B SEE� ON (BY OTHERS - INSTALLED PER : K.. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII L ■��v00mom� sUBDIV. se LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AN 15 1/15/19 SO/ALE: 1/4"=1'-0" SHEET D 4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERT.). NOTE: DO NOT FA5TEN CONTROL JOINT TO WALL EVEN IF 5TUD EX15T5 BEYOND EXCEPT STAPLES W/ %a" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING IN5TALLATION TEMPORARY 5TAPLE5 TO BE REMOVED AFTER IN5TALLATION FA5TENER5 TO BE SPACED 71" O.C. MAX VERTICALLY LATH 5HALL NOT BE CONTINUOU5 THROUGH CONTROL JOINT5 BUT SHALL BE 5TOPPED AND TIED AT EACH 51DE. PER A5TM C1063 1.10.1.4 NOTE- 1. FA5TENER5 FOR LATH TO BE NAILS OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIE5 TO BE (NO. 15) 0,0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECE5 OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE 5PRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION —� 5TARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLA514 1 IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLA5H I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE, PER FBC R103.1.1 EXTERIOR LATHING AND PLA5TERING EXTERIOR USE OF PORTLAND CEMENT PLASTER 5HALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. IN5TALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A STEP 1 INSTALL FA5TENER5 (CLIP5, 5TRAP5, STAPLES) A5 REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 3GAl.E: Kra. 8" TRICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED el" (VERT.) O.C. MAX AT 5UPPORT5 WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL 5TUD TYPE "M" CONTROL JOINT 1 SCALE; Ni.8. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITION5 U5E FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLA5H I TO THE 5HEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE 5HEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TAKE 5ECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 2 5AME MANNER, MAKING 5URE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. SECTION TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO 5HEATHING LOCTITE SPRAY ADHE51VE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER 5TUCCO/ G.Y. FIN15H (5EE TYP WALL 5ECTION) NOTE: 51DE LAPS OF METAL PLASTER 5A5E5 SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (I2I-MM) WIRE AT INTERVAL5 NOT MORE THAN 9" (229-MM). A5 PER A5TM C1063 7.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYER5, TEARS MAY BE PATCHED PEEL 4 STICK WOOD 5TU z F 5HEATHI WRB 01 TAPED T SHEATHING wl WI #2 OVER TOP. Wf 12 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING WI�4� ✓—re i I�i. c, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP SGALE: hlib. WOOD 5HEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. 5PEC5) WEEP 5CREED STARTER 5TRIP (f�ER MANUF. 5PEC5) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOU5 GALV. METAL 5TEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.i^a. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" -a VERTICAL LAPS (ROLL END5) 8 6" 6 HORIZONTAL LAPS, LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND I DRAINAGE PLANE jN/ I (WRB LAYER #I, 5TUCCOWRAP OR AP PROVED EQUAL) WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR 761 1 APPROVED EQUAL) METAL LATH X X X X 5TUCC0 a ° WOOD 5HEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WRB: WATER RE515TIVE BARRIER A R C H I T E C T S 4Design Group-inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 18 E 0 T SUBDIV. 8e LOT: O AKL LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT' STATE OF FLORIDA -'eEl 1/15/19 ALE: 1/4"=1'-0" UVAI $" THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 311 , EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 8 WALL INTERSECTIONS WRB LAYER 12, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 y' ABOVE SHINGLES 5ELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER IA WRAP 5KICKOUT DETAIL SCALE: N.TS. " " 7ECEIVE 1 COAT OF 5HER-CRETE --ONCRETE WATERPROOFER or :OAT PRIOR TO ELEC. METER ON APPLY 5EALANT AT TOP 8 51DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 -GALE: N.T.S. (PER 3/WA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI SEALANT ON TOP 8 51DE5 ON CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANATE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) —FLASH OPENING WITH PROTECTO FORM FLASH 5ELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE-PEICE HOODED VENT ATTACHED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y' SEALANT a JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) OVER "QUICK FLASH' V A -GALE: N.TS. PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" VENT PENETRATION A SCALE: KTS. WOOD SHEATHING WRB LAYER #2, FORTIF15ER WOOD WRB LAYER #1, BUILDING PAPER (OR -�ON5TRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER *21 WOOD i/8" TEXTURED FINISH ,@ WOOD FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL 17, BUILDING PAPER (OR 8" CMU MEMBERe -i" O.C. MAX APPROVED EQUAL) ja' TO %` MID -WALL s" THICK, 3 COAT CEMENT _ ® WEEP SCREED WOOD FRAMED PLASTER -_ 6" WIDE STRIP SELF WALL %j" TO 1/8" MID -WALL ADHERING FLASHING, CLEAN WEEP SCREED 1��iTEXTURED MASONRY BEFORE APPLYING 6' SELF -ADHERING FLASHING FIN15H 0 MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED i A SCALE NTS. (FRAME TO FRAME) 7B Sre P. . (FRAME TO BLOCK) NOTE: PROTECTED FLA51-1 TAPE BEHIND WEEP 5CREED & APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY COVER THE BOX, WOOD SHEATHING WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN 'X" CUT THROUGH THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CL05ER THAN 1" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT @ ALL 51DE5 DRYER VENT (BLOCK) V D SCALE: KTS. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE51VE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN, 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX, ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR ELECTRICAL RECEPTACLE 9 SCALE: NTS. (F" CONST) STEP 3 A R C H I T E C T S Design ro u p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��o�mommoov� E 8 O s L SUSDIV. 8a LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JAN 15 �p19 1/15/19 s ALE:1/4"=1'-0" UV A2 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ %11 TYPE "X' DRYWALL WOOD SHEATHING WRB LAYER #11 - 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL)) AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 'I 6" SELF-ADHEREING FLASHING 1 I WRAPPED a CORNER OF CANTILEVER X AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. FINISH LAYER (2 LAYER PEEL 8 STICK) h" PEEL 8 STICK Q DRIP EDGE TO DECK 1 Y'XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 8 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6" PEEL 8 STICK a DRIP EDOE TO DECK SUB FLOOR FULL SHEETS OF PEEL 8 STICK 1 %'XI 3/" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS /4" GAP FOR BACKER ROD 4 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD ,**COMPONENTS PULLED --, 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4- WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX %" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 I — DECK MEMBRANE, EXTEND OVER DRIP EDGE �3' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-091 MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #I WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ,�RIP EDGE INSTALLATION 1 1 E1 SCALE: KTA /4" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 112"XI y' P.T. OR 51MULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY /4" GAP FOR SEALANT DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION «•COMPONENTS PULLED APART FOR CLARITY G 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER 1 THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING /a l' O.C. MAX. WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) , CORNER BEAD C FRAME 1(�ti SCALE: KTS. CORNER BEAD (FASTENER 4 SPACING o 7' O.C.) CMU Va' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT SCORNER BEAD C BLOCK SCALE: KTS. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 6" SELF ADHERING 8 FLASHING PEEL 4 STICK 1 y211x3" "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 12' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,/2" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING G" SELF ADHERING 8 FLASHING 1 Y,Z°x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT P y" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION C COLUMN W/ 'T' FLASHING A R C H I T E C T S Design r 1 oU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"'lll Lv��om000�J E 8 V6 E 0 C 0 I SVBDIV. & LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833- 01 PROJECT#: R5025.062/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT' STATE OF FLORIDA AN 15 DA PC: 1/15/19 S4/ALE: 1 /4"-1' - 0" SHE�ET� �� V V A3 WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (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 --�,�7 WRB LAYER 1, STUCCOWRA (OR APPROVED EQUAL WRB LAYER 02, FORTIF15ER BUILDIN PAPER (OR APPROVED EQUAL METAL LAY 8" THICK, 3 CO> CEMENT PLASTE 6" SELF-ADHERIN FLASHIN DRIP CA WINDOW FLANGE CASING BEAD @ WINDOW FRAME, NO BAND 1 JLi SCALE: NTS. WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODED $ THICK, 3 COAT VIEW FOR CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 %6" X -I Y4" LAP SIDING W/6" REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING SIDING BLOCK TO STUCCO CASING REAP TO STUCCO FRAME TRANSITION WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 %" X 7 y" LAP SIDING W/6 REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%8" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING %s" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT - PLASTER IYL (OR APPROVED EQUAL) - ANGLED CASING BEAD 6"SELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH VIEW FOR \ s" THICK, 3 COAT CLARITY) CEMENT PLASTER WINDOW FLANGE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH s" THICK, 3 COAT CEMENT PLASTER 6"6ELF-AD14ERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE E, W BAND @;aZLRAl : NtS. 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6" SELF -ADHERING FLASHING GALV'D METAL 7' FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 GALV'D METAL 7' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #1 TO LAP (0" MIN. ABOVE TOP OF "Z" FLASHING 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 11 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO ® FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a' WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT / CASINDOW WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 1X TRIM MEMBER Q STUCCO TO SIDING TRANSITION SIDING—, )'y' GAP TYP CASING BEAD TO TRIM $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `—WRB LAYER #I, STUCCOWRAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL & STICK SIDING TO STUCCO CASING BEAD SCALE: N.TS. ! CROSS-SECTION) WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER 8" THICK/ 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD METAL LATH \ WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) liL-:ill I f / CASING BEAD @ RAISED BAND FRAME @WALE. NTS. SEALANT WOOD SHEATHING WINDOW FRAME WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL 2X FRAMING (OR APPROVED EQUAL) CASING MEMBER (W/%8" FLEXIBLE PVC BACKER ROD INCLUDED) #APPLY FULL BED OF — SEALANT BETWEEN — FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING 1 r! SCALE: N.T.S. WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I�III'llllll Lv��o00vom� p� v) N E t co L SUHDIV. 8e LOT: OAKLAND LAKE (LOT 62) MODEL: 1833 F1833- 01 PROJECT#: R5025.062/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA JAR 15 DAT . 1 f1/19 VV A4 CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP t u scALE: N.T,s. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865, OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASH DETAIL IG INSTALLATION I <. MASONRY) TEMPORARILY FOLD "'o SECURE HOU5EWRAf "P UNDER) at FOLD HOUSE IN AT JAMBS SLOPE SILL R. EXTE INSTALL (o" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL OlLr U NOTE: 1. IT 15 THE CONTACTORS RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 6" SELF -ADHERING c OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT JAMB5 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L—a" VERT. END DAMS REQ'D. AT EACH END OF SILL OlEf If " MIN. TEXTURED ;EMENTITIOU5 COATING )VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 8 HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT ROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) 3" MIN. TEXTURED �EMENTITIOU5 COATING �VERFRAME STEP 5 v1"l V MIN. TEXTURED EMENTITIOU5 COATING VER FRAME 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME SPECIFICATIONS 8 WARRANTY (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS e") (MIN. THICKNESS e") REQUIREMENTS. SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. MINIMUM STUCCO THICKNESS D19 SCALE: N.T.S. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. 8e LOT: 0 AKLAND LAKE (LOT 62) MODEL: 1833 F1833-01 PROJECT#: R5025.062/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ,BAN 15 2019 DATE 1/15/19 SC :1/4"=1'-0" S119E��T� VV A5 FILE COPY APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 2x4 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 87-8rT 4 1/16" HEEL HEIGHT ALL CEILINGS ARE FLAT AT BEARING HEIGHT HANGERS TO BE USED pimpson) or (Usp) OA HUS26 Q HUS26 © FIGUS26-2 © THDH26-2 EQ I-IGUS26-3 E) THDH26-3 QD RT16A © CONNECTION BY BUILDER 9 REVIEWED ❑ REVIEWED AS NOTED Cl REVISE & RESUBMIT ❑ REJECTED, RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent sad gene{{al compliance with the Contract Documents only Notationd Do Not Authorize Changes to Contract Sum Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract DDcumenlS The jContractor is responsible for coniummg and curreialing ail Quantities, dimensions, tolerances, clearances. faencation Processes, lechniques and sequences of constfuctroe, compatibility of materials and materials Coor_UAtIOR of their work with other trades and subcontracto erformanee Of work in a safe and satisfactory manner or lull eomphow with the Contract Documents. GATE REVIEWED BY A. B. Spa GROUP S�Va9\s 5 e B BRG. TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND [ISE 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. SIGNFD TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses WARNING ERECTION BRACING IS NOT THE RESPONSIDILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRA0140 WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DDMINGNG DARING ERECTION; AND PERMANENT BRACING WHICH MAY BE REO(hRED IN SPECIFIC APPLICATIONS. SEE 'SCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS far HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOW TRUSSES- (TPi). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PWM8 POSTI ON WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP WORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS, E.I TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL / REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F HANGER IS SUPPLIED, CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS._ MWTRS(low—rise)ZC—C hybrldWmd ASCF 7--10 Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 ft. Brian M meaMy SBuct Eng e76051 2590 N. KINGS HIGHWAY FT. PIERCE. FL 34951 (7721 464-4180 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 j/C r -TERN TRUSS (772) 464-4160 are the responsibility of the building designer or his engineer. '0 �r— _ Lateral bracing shown on the individual truss drawings COMPANWS, INC.must be placed during the erection procedure. a e, 2590 N. Kings Highway Fort Pierce, FL. 34951 JOB NO.: Inn CUSTOMER: LOT; -- YY `��•`� BLK: DESCRIPTION: rn ADDRESS: Plan — 1833 Elev. B _w//Lanai E: D SCALE: DATRANK eY: — DRAM NIINBLF: a SUBDIVISION: Oakland Lake 3/16"=,'—o" 3/28/2018 anC 1833—E3—In qrCD