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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COP` INDEX OF DRAWINGS SHEET NO. DESCRIPTION o ) CS COVER SHEET GN GENERAL NOTES 1 FOUNDATION PLAN 2 2 DOWEL PLAN 3 LINTEL PLAN ST. LUCTE COUNTY BUILDS G 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT S REVIEWED E,-, tUMPLI XXX O O— O 1 4 FLOOR PLAN PLANS AND P_ T 5 ELEVATIONS ECTION ) WILL BE MADE RECEIVED 6 TRUSS PLAN — ROOF NOV 2 9 2018 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL ARE SUBIEcrTDAN PROPOSED WORK ■ 9i Lucie 6e�n F LLB` �mlltdng MAYVUIHLV RRRCTIRPle Y FIELD INSPECTORS THAT COMPLY WITH ALL APPLI O D1 FOUNDATION DETAILS D2—D4 ARCHITECTURAL DETAILS ALL MANUFAOTURESLABLEs8HOMNG WAI —W5 WALL ASSEMBLY DETAILS WITH FBc ENERGY cue IVIPLIANCE i is EMAIN ON ALL DOORS AND WINDOWS MENTS ARE IH E CONTRACTOR OF RECORDr iauni ryanhomes.com TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN 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 Hearvy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALC.'S CONTROL DATE 01-01-18 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) •ALL LOCAL AND STATE CODES DATE DESCRIPTION •OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS C IST FLR LIVING 1,122 50. FT. • BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH TOTAL LIVING 1,122 SQ. FT. RISK CATEGORY II ENTRY 34 5Q. FT. • EXPOSURE CATEGORY — EXPOSURE C GARAGE 432 SQ. FT. el —STORY RESIDENCE • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES TOTAL 2,180 50. FT. PATIO 10 5Q. FT. • STATE OF FLORIDA CU51C VOLUME LIVING 15311 SQ. FT. CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 AREA CALCULATION WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 56'-0" PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 1 Fax: (407) 774-4078 Tel: (407) 774-6078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A R C H IT E C T S Design p 1 O U ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIIIII� Lom�o�000m� O E O C M L SUHDIV. & LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 11/2/18 SICAT : 1/4"=V-0" 1 SHEET CA S OF 0 GENERAL NOTES I 2. 3. 4. 5. 6. 7. 8. 9. 10. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS IPSF) A. 1. SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS IPSF) B. 1. ALLAREAS 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 0.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VOLT. = 160 MPH, VASD = 124 MPH El EXPOSURE CATEGORY C El WIND DI RECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6, ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F. 1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F.AND MORE THAN 72"ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R3122.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017)- WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE ASMOKE-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 FLOOR/CEIUNG ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTMS 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017), ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3,1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. 1. 2. 1 4. 5. 6. 7. 8. 9. 10. 11. 12. 13, GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y:-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY 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 %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORKSHALL 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 R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'W. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILUNG 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 PRIORTOANY 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 318INCH 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, 3 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 1/21NCH TO 2.25INCHES (13 TO56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0,76 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/ml 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 UNTEL 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 B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1, #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C. 1. #11 AND SMALLER _ 3/.' D. BEAMS & COLUMNS: CA. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Y." 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 F8CR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL, 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE, 1t1.I-34;7 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: BA NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA-THE ENGINEERED WOOD ASSOCIATION: E. 1. 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 R STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602S AND R802.7 OF THE FBCR, 6TH EDITION (2017), 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" COX 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 7/16" OSB EXPOSURE-1 OR 1/2" CDX 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. 1& PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58A-1982, 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1-1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY WI FBCR, 6TH EDITION (2017) SECTION R302A2: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.91VD. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 16OMPH/B 16OMPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBQ, 6TH EDITION (2017) ENERGY CONSERVATION. BI I IRAMI\IPA 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 10Y 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 % PVC (SCHEDULE 40), INSULATED WITH Yz AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. Y 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (201-7) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS -- "V FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND 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. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7,11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Desi n G1pourInc. 144 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r III IIII� STJBDIV. & LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-Ol PFi:OJECT: R5025.015/00001 P C;E: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 11 /2 /18 SCALE: 1/4"=1'-O" SHEET GNOF A R C H IT E C T S SECURE STRAP TO GONG. W/ (2) 3/16'4' TAPCONS 3 1/2' TI GONG. SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) •Sxl 0 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL I/4'x3'x36' StL. POLE ON 1/4'x6' DNA. BASE (2) I/2'X&, A.B. n BALLARD DETAIL 2'VTR 2"VTR KITCHEN 1112' JIB SINK W/ 2' AUTO VEtAT 11/2 I I1v2" 1112� I 11/211 2 \ I I TUE3 I m " 15HOUJ 2' LAV W.C. W2' .C.I 3' 3' I LAV 11 3' 3' 3 1/2' GONG. 411, 2 I SLAB 31-(11 �l1 /2'L— I m WASHER -4 2' CO N N —AN r TO MAIN PLUMBING RISER DIAGRAM I O I, 32'-1" lz 6'-01, „1'-II" I, Q 0'-0' FIN. ELEV. Y1=1N. CONC, SLAB C3 12' CONC, REINFORCED W/ 6'x6'-WI.4 x UA ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON TE ITE TREATED WELL -COMPACTED CLEAN FILL 11' -4' 11 4' -%" &�I w IBM 3/4' CONDENSATE LINE L— — —__— 3'--i" LAV` II p — �'---'J LL—.?1L I [===7 I I OPT. i i i I OPT. I --- II — I ro EXTEND SLAB 1 12' 2'-1v 2'_8` 4 F /I D1 \W — T/�\*I �� I IG_--_ ----- — -4" 4 0- I' PVC CEASE FOR ELEC. a ISLAND o 0 (PAVERS) N -3 1/2' FHB. n DI ■ ■ 1 Dl it a*41 �veee� I II I 0' 10'-4" II II Q i i RANCsE u III I cal 2'-11" , 2'-7" it TUB I LAV II 1TAI 1j L__-J W 4 C IBA D I 3 1/2' GONG, REINFORCED W/ WAV-WI.4 x WI.4 I D I 1 � ON 6-MIL POLY ETHYLENE 4" VAPOR BARRIER ON TERMITE 3' 4" 14 -8" TREATED 1E1 ACTED FILL CLEANN FILL — — ■. ■■� —6' RECESS SLAB w +-3 12' LL� FOR PAVERS — —I (PAVERS) ■ ■ ■ DI-6 I/2' II ■ low ■■ ■■ ■ 21'-4" 6'-0" 40'-0' F U N DATA PLAN SCALE: 1/4 = I'-O" 'ELEVATION A' I 0. Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r — � � om�o�voom� E 8 v� O Cu SUBDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE- FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA - - r DATE: 11 /2 /18 SCALE: 1/4"=1'-0" SHEET or A R C H I T E C T S Des Yign 1 oU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIII���I� �ommomm�om� SUHDIV 8e LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 moo—o1 PROJECT#: R5025.015/00001 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA �l ti t 2 2olu DATE: '11/2/18 SCALE: 1/4"=1'-0" SHEET 2 OF WALL LEGEND 8'-S" SLK, 5R3. SHEAR WALL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 9 16' O.C., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM REQUIREMENTS INTERIOR NON -SEARING FURRING AT MASONRY ' WOOD FRAME WALL: 2x4 9 24 O.G. OVER FOIL 24' O.G. MAXIMUM, UNO LOTTS CONCRETE RO, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO, LENGTH TYPE COMMENTS L-I 6'-6" 8/Ib-S-IUU/lUL L-IA 1l'-4' 828-5-(IUM/L PRESTRESSED L-2 4'-6' 824-5-lIU/(01 L-3 4'-6' 824-S-(I)/(0)L L-4 4'-6" 824-5-MU/(01 L-5 l'-S' 824-5-(IUKUL L-6 6'-0 824-541A1/(UL L-1 4'-6' 824-6-n MOL L-8 4140' 824-5-MU/(0X 622-5-MU/(01 RECESSED 4^sTm44F9,GTlt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 6'-6' 8FI6-IB/It L-IA IT-4' 8F28-IBAT PRESTRESSED L-2 4'-(o' SF24-05/IT L-3 4'-6' SF24-OBAT L-4 4'-6' SF24-OBAT L-5 l'-6' SF24-I5/IT L-6 6'-6' 8F24-I5/IT L-1 4'-6 SF24-05/IT L-8 4'-6' SF24-05/IT L-9 4'-6' SM2-CB/IT RECESSED 25-SH EGRESS L-3 25-5H EGRESS ■ L-4 OWNER'S SUITE 8'-8' CLG. W.I.C. 8'-a' cLG. I L BEDROOM 4 8'-a' CLG. 0. BATH 8'-8' CLG. (2) 25-SH L-5 GREAT ROOM 64, CLG. Q [�� � �/ t7t 1TI- l_ J II 1 L_ _JL__—__J ----- 1 - L — — — J FOYER 8'-8' CLG. 2—CAR GARAGE a,-V CLG, ENTRY e'-8' cLGcLG. I6'-0' X l'-0' OHGDL-lA PATIO 5068 SGD L-� DINING V-8' CLG. �� I x I k/ \`d KITCHEN 8'-8' CLG. i LITEL PLAN SCALE: 1/4 = 1'-0" 'ELEVATION A' Oo T------ II I I II II I I I N L-7 " N BEDROOM 2 8'-8' CLG �g - BEDROOM 3 8'-8' CLG. A R C H I T E C T S DesOnc.n Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 00 �nmmu ��ea0oo0ooag io v� 0 SLTBDIV. & LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 moo—ol PROJECT#: R5025.015/00001 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA NOY, DATE: 1i/2/18 SC :1/4"=1'—O" SHEET 3 OF SAFE L® D TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS a rrluc Au I u-LIINI JArt LVAve (Lbt/rn c� c 0%ERALL LINTEL LENGTH - (TYPE OF LINTEL) BI. 4: 1 I IC 9FI I SY 1 I k - s V-0' TO Vla' (PRECAST) _ Imo. r ` 46 3 1 I -, IL 9 l- 1 -- 541' TO W-O' (PRECAST) 2e3- _e -' .i IL 4 0 1 o I 101 o Z4 4'-' TO 4'-6" (PRECAST)'S I} ^^ I 12 -. 9 94 sh3 IIrv9 4e-09 - '. 4'-T' TO 5'-4' (PRECAST) 106- Ilcb _ .m 3c- -} _ _ 6 u- D}i 1410 5'-51TO 9'-10.(FRECASI) Sena 2 -ba ,^_c Ol III s 19, ! Gi e3s6 _. 061 1F 5'-11' TO6'-6(PRECAST) 143 z .4:;?l A em a__ 6 -l'TO l'-&'(FQECABT) 011 5e E 241' I- TO 9'-4- (PRECAST) _ 4- �. 114: s a > I' 1 1�3o ,ere 9'-5 TO ce-6'(PRECAST) 36 n - 1 S �6 os� - 2 01 -4 -_ 4 ro4 fob 10'-1' TO II'-W (PRECAST) _ 33 b[ le c 4 - 153ell _ 3 aG mmb I1.5- TO IT-0- (PRECAST) 296 h 1 54 ¢h 215E le3a 2805 23 a a 3 I2'-1- TO 1Y-4- (PRECAST) • - el5 41 100 31E 13-5 TO W-a' (PRECASD 21 I. 1 IEZ% I.7 36 1631. "'. 263m A-? TO (FRESTRIVI NF <oa N -\ -35 13R_ N2 11 Iasi A' F 22 IR 94 25 \R 2, 253 A 9 TO 15 A 1R3E6TIff06ED) Q »D NO 1.. IF ,q9 IF I 193 NR .055 v� 2 20 nR 25H NR III TO I7-4' (PR STRE69ED) NR 39 n 4 ry 50 VR I 13 c __ NF 609 --_ \ ell,204T nR -._ NF 7'-5' TO 19 '-4' <PRESTREb6ED) NR }35 NF\F 4 9 ,0 63 !. P] - \K I515 NI2 ' lb -- Nk 9-6 TO 21-4 (PRE9TRE93ED> NR VI6-� -. -lIIIIIV. 1114 VIR 1359 NF ' I<&8 .- IF R 21IF -5' TO J2' ' (BTRD rF TNk -' IF, _D 04 L- NIT -- --- nIR 22'-I' TO 24'-0' (PREBtRE50ED) NR no 41r80. 6o4 109E 1e22, AAFF I nADA (I BA/FT) 6" FRECAS- U-LINTELS <� ^9" UFFLIF=T LATERAL OVERALL LINTEL LENGTH De R eIlr IT - 8F6 BF20-IT EF 4 I EF28 IT P 32-I- (TYPE OF LIN EL. II 2i BF6 1T a 20-2TT i6_5 a 4 4 CF a 2 5Foe 2 E 5 .i a.13 BFB RCMP 2 156 201_ 2-e' TO 3'-W 1025 1024 Islas 352 4 3< 305 T be 5 E 6 °2 001 6 3'-T' TO 4'-®' (PRECAST) - 5 - 1 - 166 163 1909 062 I 3Eo Le-© S135 4' I' TO W-W (PRECAST) m 2m40 3 5 c 5319 BUJ 591 109E I 10l 6 lie .,I ^:+I <622 4'-1' TO 6'-4' (PRECAST) 411 till l43 L01 I I T6 a�5 e_ 5T, - - 5'-5- TO W-0- (PRECAST) ea9 - 340 ass 616 9 .. 15.1 �' 20a0 .5'-J 30. 0 - ba eb 2 a n3 -' 31, 5' 6' OFFEOAST) -835 _9_ 501 121 Alta. 83 1 2e q0 % T b: e .. I11111� c 1I 11, 6-11-to -1' TO 11-6. (PRECAST) s7 424 534 309 ^3l 4 a 1mA '., '14 151 2510 59 T-T TO V-4' rPRECAST) - -_. 530 11 B 1 19a"n'aim .. 5 r 1 a 401 n36 324 $12 230 201TI 9'-W TO I0'-6- (PRECAST) BEE 695 lea 1- c-J 2055'. ,_ he I 4 2" 401 IBm 41 n53 IO -I' TO 1F 4' (PRECAST) - _ ' 26m 452 164 4 .. &T 1m42 , .' i 4Ae 1 9,, MIS F F", n 4 p II'-V To'. 2`0'(PRECAST) -- 244 402 157 4-0 5=(0 e m m[ 1 c alb 06 1 0 3e II n 5 '' °I5 IR' I' TO IV-4' (FR£040T1 217 324 110 426 'ben . 1E9 59 I6 1 eal - 19'-6' TO 14'-W (PRECAST) 4 Alta 10 - 2- 11 I3 5a2 a 1-2 a3 6 - a 2m5 2s3 l00 39 - 1 1TO 14'-B' (PRE6TRaB6ED 9' I' ^� 3 5�.' 6 9aa I-0a 15I6 � 1. 4e� IrI 169 31 34 Ile OL4 NR 286 91 2a 14'-9' TO 15'-4' (PRE9Tffb0= - - I - - NR 259 83 2m 1 1 968 166 too I m 1.6 163-- e 2 _ -Y 1 1'.,, T -- III TO n'-4' (PRE57ol O I NR H4 64 19 396 606 140005 Ll __.. 4 4__-�_'1___ � 13 - 16 TT-S' TO 19'-4' <PRE9TREBBED) NR 146 52 a63 4 9 623_ aq 105- J 22l _ 14' ae4 a 193 -C Stab F.55 _ H'-5'. TO 21'-4' (pREatRE38ED) NR 125. 42 . - 'ISj '.. 23a is - - 3':3 - - 531 31^ _ 'L _ We 04B_.. i46 'via I9 1" 9 _ 21-5 TO 2J-0 (PRE9TRE%-D -131 Z. .--_ ^q 1 115 SB 5'=-_-- a63 �"e 43: ..21 NR 116 40 161 34 r4 '<01 L 2T-1' TO 24'-0' (PRE6TRE55EDi _---- eaF TNT -' NR 91 30 8"PRECAST W/2"RECES6 DOOR U-LINTELS SAFE LOADS (L55/FT) 4PXr_4~1V GRAVITY OVERALL LINTEL LENGTH aff6-0B 81€0-08 61ag14-0 BRFIB-0 81�22- R°26.0BH£F30-0 (TYPE OF LINtEL) Bp16 1149 3359 3260 SEAS BR21 SASS -.16b1 3'-6' T04'-4'. (PRECAST) 1639 1596 306E 288E 968 49-08 5924 G904 4'-9' TO 4'-6- (PRECAST) 1494 910 10 ll6 2 2839 340E 3966 F-I' TO 5 -B' (PRECAST) 666 1 &i9 24BI I6 let, ba0 E 015a0u 649 3114 '9100 5'-V To V-10' (PRECAST) 610 4 424 O el 9 O A "06 P l - 9a SASS 1360 5' ' TO 6' B' (PRECAST) l9 I - - -- - 0I 1 IB'5 I4 � 0 lbT 0 B 3 n 1 b 51 3 3 12lO 562e - 6'-9' TO l -6' (PRECAST) 6 d 1 155 -G 1499J_E499 3110 -- 5ld I B 95 1069? 466 999 1�68 2 - 4 i145 l'-l' TO 9'-(PR'ccAbTJ B' 4.1 _ 526 - e9 1566 25 �i291 450 Seal 8"PRECAST W/2"RECESS DOOR U-LINTE SAFE LOADS (LBS/FT) C � IUFOLI-T OVERALL I TN L -I^GT- I rImI�S.FI F I M c T aF<24v ner'm F (-, E I LINT L) LF-F [ Bc'Flm TI9RFK 118E Ins-2i eR'F 2 2 18�e6 2i &v3m 2T aEL6 BRF6 ROIL90 Oita 2362 3e76 1415 Lo 3'-is' TO 4-4-(PRECAST) 905 1669 1104 1 221E -- 3056 e:e 3-5i L+l -- 4445 1215 - 540 4145 -. -58 151 1164 861 4'-5' TO W-6' (PRECAST) 959 ,,O .4215 4943 - 'vs4 693 101E bl5}09 Ilan 2E 0 = 3� 4'-l'TO 6'e"(PRECASD --- - 4m6 ACT 655 659 201 A. 1146 Ml ) 2259 2e5L '13 4p8 -Eb e= __ V-V TO 5'-I0"(PREC46TJ 33 3256 352 361 6'b 3T l0 9}9 1630 I'b0 A - 20 93A23 5'4' TO 6'-8' (PREOABD ISO 164 "51p " 108D". 10& Ie IDEA li'Q{ 28 : m29 - 595 64 1165 116 4561 2368 &'-V TO l'-6'(PRECA6TJ 509 b14 363 - Mall'-T' 395 460 _ 804 RR 1540 -. 1869 2180 TO s'•B' (PRECAST) 91O 490 24 AST RET49 LINTEL SCHEDULE 1" 1ATERIALS I. 1 8' precast lintel = 4000 pal 2. 1 prestressed lintel = 6000 psi 3. Grout per ASTM C476 Pia - 3000 Ole L/ maximum 3/8 Inch aggregate 4 8 to 11 inch slump 4. Concrete Masonry Units (CMU) per ASTM CSO W/m inlmum net area Compressive strength = 1e00 pal V 5. Resbar per ASTM A615 grade 60 6. Preatressing strand per ASTM A416 grade 270 low relaxation 1. Mortar per ASTM C210 type M or 5 GENERAL NOTES I. Provide full mortar bed and head joints, 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural documents, 4. U- lri are manufactured 1/ " Ian L u ed with 5 2 g notches at the ends to accommodate vertical Cell reinforcing and grouting. 5. RDDfarenCe the CAST-CRETE Load Deflection Graph brochure For Ilntel deflection information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 8. Cast -In -place concrete may be provided In Composite Ilntel In Ueu of Concrete masonry units. S. Safe load rating based on rational design analysis per ACI 318 and ACI 530 10. The exterior surface of lintela tr5talled in exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-206 or other approved coating. It. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be dlecked for the com' Ined loading with the following equation: Applied vertical load Applied Horizontal�ca pp 4 pp led a 5 1.0 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained toy the designer b providing addnal itioreinforced concrete masonry above the lintel. Sea detail at right: 'm=1500pei .. .. ERA LOASAFE SEE LATERAL Ib L TABLES FOR EGAD- IAA'TtNG � I FOR EACH AD�DITJOINNIAL REINFORCED CMU FULL 4F"N4C2` COURSE 0 I CLR TYP 2) 5 A REB R GR40 or GR60 .yl•��^ilL,+� 6 s� SAFE LOAD TABLE NOTES I, All values based on minimum 4 inch 1. For composite lintel heights not shown, use as e nominal bearing. Exception: Safe loads For unfilled load from next lower height shown. Ilntele must be reduced by 20% If bearing length is 8. For lintels lengths not shown, use safe load from less than 6 1/2 Inches. next longest length shown 2, N.R = Not Rated S. All safe loads in unite of pounds per linear foot Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported $, Safe loads based on grade 40 or grade 60 field span. mbar. II. The number in the the parenthesis indicates the �. One'T rebar may be substituted for two 5 Fall percent reduction For grade 40 field added( in 5' lintels only rail Example T-6' lintel type SF32-I5 safe I g, The designer may evaluate concentrated loads gravity load = 6412ow w/ 15% reductions 6412 from the safe load tables by calculating the (,55) = 5501 plf I maximum resisting moment and shear at d-away from face of support. V TYPE [)E6fGNATI0N S REBAR AT TOF1 MIN. (I) REO'D d • 1-1/2' CLEAR F . FILLED WITH GROUT / U . UNFILLED ANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY U Q W a " GROUT LQUAkNTITY 051 4ON _0S, REBAR AT BOTTOM OF REBAR AT TOP 0 OF LINTEL CAVITY NOMINAL HEIGHT BOTTOM REINFORCIN NOMINAL WIDTH 1-5/8'ACTUAL PROVIDED IN LINTEL (VARIES) S' NOMINAL WIDTH TABLE No, 11 SAFE WORKING LATERAL LOADS (PLF) S 8" x 8" LINTELS LNTEL SAFE LATERAL (FLE) LOADS LINTEL SAFE LATERAL LOADS (PLF1 Total Lergt/1 Tyx 8' DOOR HEADER PLAIN N' DOOR HEADER SOLID T `'P° B48' PLAIN B'rS' SOLID Remet Sao 3964 3'-0. PnIll 1112 Sall F-W Precast IW8 no 4',1' Recent 950 1611 Rwet 844 B14 4'-1' e R teat %I 1521 1 Ramat 635 k66 4'-4' race t P e IN BIDS Recast Us A63 4'-V Recast 659 1165 5'-4' Remal .666 1355 5'-8' Recast 650 nil SLID, Soo *4 6'-4' 634 1364 1-S.Tweet 411 161 V". dRt11056'-BPTxaet tl 12W B-B Rant 3% 664 6'-8''1217 9-8 RemH ns 535 T-V 4d6 935 Remo 4M B94 ' Ramat 381 SN Reem4 354 145 RsPut 711 563 ' RemM W ADS R.N.aB 610 Recet B4 US . JT,4`1 Ramat 43 Dan ' PrUl A6 AC4 Rams % 391 "Weeeed NA 341 ' P(i,f,eeed NA SIDS ' Rmtrmma NA 213 ' Rmtrall NA I S Rmtrmeea NA B9 ' Reatrmwd NA II n'-4' ReeVa>ed NA km Pe"Vemea NA % NA.. Not Reco axed LOTT S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 JNIO r NOMINAL WIDTH/HEIGHT OF LINTEL I- PLAIN DR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BAIRS IN UPPER OR LOWER LINTEL CAVITY r GENERAL NOTES; I. CODES I -I, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 ROO& U. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 190,E 4 2101, 1.3. BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE (ACI 316-06). IA. 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: 2.1.1. PRE -CAST W/5TANDARD REINFORCEMENT-40W PSI 2.1.2. FRE-CA5T W/PRE6TRE55 REINFORCEMENT-6000 PSI 2.13, GROUT PER A5111 C416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8' TO 11' 5LLMP. 22. REINFORCING BARS: 221. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM Ar015 GRADE 60) 232. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. ARE -STRESSED STRANDS 45171 A416 1-WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI BIB, TABLE No, 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPEIM TEL STEEL UNFILLED GRAVITY CAPACITY (IJ5L (OFiU(IML G-R4VITY CAPACITY CCU Un" CAPACITY nA_ (II UPLIFT CAPACITY (I)SO W-VU BAR TCP BAR GRAVITY CAPACITY 2,10' I'-b' PRECAST (2)n 4245 1Bm9 Ilan 85253L6' T-2' PRECAST (2)n 2415 301 M31 4554'-0' 2'-8' PRECAST (2)n 110E 7711 nil Sal 33064-V 3-r PRECAST (2)4 1343 2165 2165 2608 26084-B 3 4' PRECAST IVtt 1232 2011 2011 2421 2421 d 4 0' PRE5 CAST 2) n5 1006 1651 1651 1810 IBBI 10' 4 6' PRECAST a60 142E 142E 1410 16096.4' SO' PRECAST (2)n 140 I2W Q63 1116 )Ace b b 5 2 PRECAST (Wn 70 123E I]32 IId5 134E b 8 5.4- PRECAST4 (2)2 652 1184 1184 1081 VVE 1 6' 6-Y PRECAST4 (Wn 510 el el 525 108E 1.V 6 4- PRECAST (2)-4 (Wn 551 959 959 104 1041 SO 6.1. PRECAST (2)4 M-2 is 902 902 112 SIM S W T.V PRECAST (2)+4 (2)R 488 851 851 648 921 9 4 8'-0' PRECAST M-4 G)7 4W 126 126 499 ISO 10 6 9.2' PRECAST M14 (2)n 354 618 615 380 613 I1141 0'-0' PRECAST (W 5 (W 5 315 EST 561 317 601 IS-v 10-8' PRECAST (W5 M-3 2V 52B MID 211 561 17 6' LIT PRECAST (W 5 M 5 271 ADS d% ni 512 13 4- IYO' PRECAST (W 5 (W 5 255 A58. ADS 214 442 14 0 I2'-V PRECAST (W5 M-3 239 430 430 ISO 3% I4 0 IS-4' PRESTRESSED (W 4 t2) 7 NR 40 415 230 4 66 15 4' 14 V PRESTRESSED (21+4 (2)2 NR 319 315 210 ACT 11 .4 10.0- PRESTRESSED (2) 4 (2) n NR 755 288 163 5111 19 4" IB 0' PRESITRE =NED tD 5 (W •3 NR 224 n4 131 254 20 0 IB-8' P,ff6TR£BSED tW5 (2)'3 NR 201 SET In 237 21.4 20-0 PRE15TRUSSIP TVA W-3 NR ITT ITT OF ME 22.0 20.8' PRESTRESSED C).S, (2)5 NR W4 164 MAD I% 24 IV 22-V M67KSSEP (2)5 (2)5 NR 132 132 84 163 N.R- NOT RECOMMENDED TARI.F No. 2 REINFORCING OtriEDULE & LOAD CAPACITIES SAFqWORKNG LOADS (PLF) 8" A 16" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL GRAVITY CAPACITY (Ol (DIED GRAVITY CAPACITY flnL (IAW )UPLIFT CAPACITY (Il (IM UPLIFT CAPACITY (PS. (VIDU eolrotl RAR taP BAR PRECAST (2 n (2)12 (Wn 0 10000 0o00 10001 0000 PRECAST (2)11 a%1 10000 10000 160W PRECAST (2)4 4261 10000 5739 10000 4'-6' S4' PRECAST (Wn (2)7 3211 9161 659E 10900 E4' PRECAST _ (2)n (2)n 244 0414 6049 10D00 4'-0' FR:CAST (D9 2 Alin 6457 4421 1041 4 b' PRfJA6T (2)5 () n 381E 505 3509 5d90 5-0' P CAST RE fW•n fW n 4116 4115 198E 4411 5-2' P OAST (W•4 3%4 3934 20 PRECAST 0)4 (Wn 3TB 765E Se5.4' 3919 E4-8- 6-1' PRE AST IV-4 (7)•4 (W4 (Z)n nnis17 Tall 2911 2030 3060 6-W PRECAST (2)n 2551 n% 133E 2931 b'-V PRECAST (2)R 75B1 2301 16 2702 l -0' PRECAST W14 (W •4 (0 n 169 2396 12M 1506e'-a' P CAST (2Y4 1621 1629 Ms, (2)n (2)- 1455 1455 S47 I2055 ts9'-1'PRECAST 16%we0-1' PRECAST (2)-3 1335 IA55 T% IDS 1504 11.6 101-3' PRECAST 12)5 11)5 1257 634 12W @ 6' Dl PRECAST (1)5 12)-3 (2 ISO 1151 1n44 634 12% 13-0' 12 -0' PRECAST (W5 (S)5 1144 1144 545 1119 14-0' IS'-B' RECAST (215 (2)IS 1101 1066 we 1012 14 8 13-0' FFEETREI (INN (2)Q 1419 Fla 451 90) IS 4 I PREBTRel IV (2)n 1291 12511 411 an I'-4" I6 -0' PRESTReeD 12)•4 (2)R %3 %3 325 61 9.4 IB-0' PRESTRESSED (2)S (W5 1% 185 260 513 70.0 18-8' FRE6TfES5ED RIND (2)5 119 lE9 243 47S 11 4 20'-0. 1 FESTREBDEu (215 (2)5 633 1 633 1 213 41 22.0 2&-N' 1 PRESTRESSED 12),IS G)-3 Sal 1 591 1 200 354 24.0' 4'-8' 1 PRBBTR011 (W5 (2)5 481 1 401 1161 30 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LINTEL STEEL GRAVITY CAPACITY (016 (115U GRAVITY CAPACITY (P3L 05U UPLIFT CAPACITY 095L nY5U UPLIFT CAPACITY lint (7)58 BOTTOM BAR TOP I BAR 6 3.6' 2'-1. RECAST (Wn (2)R IUSS lI 10000 10000 4.6' 2' B' FRECAST (v n (W I el IE000 10000 no; 4-6' 11.1.PRECAST (212 (Wn 414E loom 9641 c001 4-B 3l4' PRECAST (Wn IV ITO WOOD 1639 coal 5 4 4 0' PRECAST (3)5 (2)"1 6239 1=0 513E loom 5.10 4 6' PRECAST tW1 (2)n 5016 ales 4661 9244 6 4 5 0' PRECAST (W'4 (Wn 6152 6152 3861 114 11-1. 5.2' PRECAST (2) -4 a)n 6250 6250 3645 65% 6-6 5.4' 1 PRECAST (3)'4 (2)2 Sao ens 3441 6124 1-e' V.1' PRECAST (2)•4 21 439 4312 2636 409 T V W-4' PRECAST (2) -4 ( AM PON 2508 4262 B-V 6118, PRECAST WIN (2)n 3130 313C nl8 San 8'-4' 70' PRfC46T (2)-4 TV Ile 3420 3420 2078 3561 9'-4' 8'-1. PRECAST W N 2134 SEA 1610 nn 10'-6' 9'-2' PRECAST (W•4 (2) `2 7211 2211 1233 2289 II'-4' 0'-9 PRECAST (2)5 (W5 SU 1954 1031 200E 111-0' V.D.1 PRECAST (205 (2)5 Me ITS 90 INS n -6' PRECAST BIB 1101 13.4 i PRECAST W ID (W 5 S)13 (215 EST EST all TB 1325 l4 0 II tl e PRECAST (W5 (1 5 Sea 636 132E 14 B 13 -4' PRESTRESSED Ins, 189E fie 189E 531 1131 IS-d 14.0' PRESTRESSED M14 (2)+4 Mn )354 536 1024IS PRESTRESSED (3)14 (Wn M-7 1053 DO B'A 4n 19 a 10.0' PRESTRESSED (W5 1 1Sit FIT, 334 is 65 20 0 IB-B' PRESiIRsel (2)IS (1)0 S12 11 615 21 4' 20-0' PREBTRE56ED (2) IS 853 Se Be852 713 U 540 22 0' 20.8' FRE6TREb6ED (n5 ) fist ran 251 Sol 24.0 a-e' PRESTRESSED. IV IS 659 1 659 111 215 1425 TABLE Na 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 24" COMPOSITE LINTELS LNTS, CLEAR LINTEL TYPE LINTEL STEEL GRAV17Y GRAVITY UPLIFT UPLIFT LENGIN SPAN -- CAPACITY CAFAl CAPACITY CAPACITY BOTT019 BAR 70P BAR (075L Orali (PSSL (Inu (Par TAN (IRL (2Y5U 2YO AST (212 IC0 10000 10-M 10W0 AST _ )n a)n Won 10000 I0000 10mm0 AST 9 (2)-2 VIES 10000 1=0 10000 AST 2 (S)n 5014 10000 0 10200 4 8' AST WO-PRECAST 1 n 465E 10000 %29 10000 5-4' AST 5. tv1 ran 10000 1051 Ioo00 V' V` CART 5 (2)IS 6231 10000 5136 local CAST AA (2) 9101 COSS 4154 9450 4' 5.7' - PRECAST (2)n Dan 10000 4481 SUB II I S-4' PRECAST 4 (2)n BII4 Will 4231 2420 1-6' 6-T PRECAST V4 Ad 14 4 (2)n Ill 6416 3242 6411 T'-a' 04 PRECAST (1)1 5%e 6024 3055 619 SLID. ll PRECAST (2)n 5361 Sall 2803 Dow 8'-4' 1'-0' RECAST (W n 4831 48 1 2501 5030 9'-d' 0'-0' PRGA6T 74 (2)n 3R6 SIZE,Sol198E 38 0'-6' D_V PRECAST - •4 (Wn 2el 7931 1520 3045 II'4- 10110' PRECAST 5 (2)5 755E 555E Ina 2604 -5 .5 (W 5 7305 n05 112E 2191 I]-6' II'-2' PRECAST (1)5 2I4T 2141 Ion 2099 3 -4' 12'-0' PRECAST 5 (2)MK4K4 526 B01 I621 14'-0' 12-e' PRECAST i5 (2) IS1176 161 Ibe )AID' 13.4 PRESTRESSED +4 (2345 653 1283 IS-4' U O' FR'^STREel b+4 (E)•4 ('p5 ( i . 5 (W21% Data Ina I1-4' 16.0 FR9iRESEED l21K90 464 918 10 0' FREOTREESED lWIBM 571 135 20- 2a'-0' 16 a PRESTRESSED 34T 60171.4' Z0'-6' PRESTRESSED jIS MQ (2)SU 20'-B' FRE6TRE64ED 1 (')5 (1)994 285 285 Be71-0' E6576.0' 7V-B' PREfiTREB5ED (¢)I, GeK4 239 413 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LNTEL TYPE LNTEL STEEL GRAVITY CAPACITY c0 l_ fl SN GRAVITY CAPACITY (V5L NSU UPLIFT CAPACITY (UriL (IPSU UPLIFT CAPACITY (IML f2nJ BOTTOM BAR TOP BAR - -6 PRECAST (2)n (2)n EDa9 11 loom em Y-6' l'Y PRFOAST (Wn SIDES 10000 0000 Me00 ,r T_-r PRECAST n)n 1101 1116 0000 10000 E001 WAS. 312' PRECAST M2 IN -1 6001 can, 10000 10000 All V-4- PRECAST (2)n U)n SSo3 )'CORE 10000 10000 5 4 4'-0' FRISCAST ME (2) 2 9071 00D1 a965 c000 5 0 4-e` PRECAST OlIE MIS 1381 0000 SE96 --knF- 614 5-01 PRECAST (2)N (2)n 00a0 0600 5641 IODOO 6 6 5-7' PRECAST (2)N (t)IS c0S0 VIVO 5318 1"0 6 8 54 PRECAST (W•6 (W2 *35 11 5021 16000 16 61.1.PRECAST (2)4 (2)IS 74M SUIT NU5 169E 1-8 6-4' PRECA51 G)4 f2)n 1054 91,68 36S2 n316 3.0' Il.8 PRECAST M 14 1 (W n 6419 1BUl 3328 - 666 a-d I.0 FRECA57 (W•4 W-2 5864 Sea X51 6 9-A- a-0 PRECAST IV-4 (7)n 4561 Sa66 2355 4145 l0-V V". PRECAST (2)•4 0)n e26 3844 ]Soil 3 II 4 0 m PRECAST (2) 5 MIS 32W 3200 1521 3000 11-0' 101.0.PRECAST (W5 no Sea, 11 2133 I] b Ill PRECAST W-D G05 no no 1211 24^9 13-4- tl-0' PRECAST (2)1, a)-3 2416 2416 cut 216E Id-0 tl-B' PRECAST 095 al 2216 nB %n 541 I4 a B-4' PSTE89ED WN 2811 Vent 126 1331 IS 4' 1 11 PRESTRESSED (11.4 (2)2 261 26'b 663 137 n K o' PRESTRESSED f1)•4 (Wn 2213 302E 4' O B 0' RESIRES D fS)5 (1)5 BSI 1601 <I3 w3 so 8B 2 20.0 IB e' PRESTRESSED (7)5 ''\4% 14% 3% 16255121.4 21 4 20 -s' PRESTRE66ED 12)5 (2) 5 (W IS 1306 938 6 12 S0'-B' PEES D RIND (2J5 121E 311 1 24 0' 2T-8' PRE6'fRBBED M5 (W9 914 cl4 I014 166 an TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL RAN �VITY CAPACITY GRAVITY CAPACITY (0)5L III GRAVITY CAPACITY (IA (p54 UPLIFT CAPACITY (IA5L(115U J IFT CAPACITY (IFiL (1P� ep{{O-( BAR TOP BAR B 3 -6' 1 2 FSECA6T (Wn (1)2 150 IBIS B65 1480 2450 2.V FRI COO (2)-2 IU' 4 l Id% 663 IB63 d - 3 1- PRECAST W SO IBM 151 N89 Nee 4.3' 3-0' CAST (2)n Bob 1081 ON 1396 1Ee DI d-0' Tx3wADI On 659 ev 930 1114 1114 5-0' 4'6' PRECAST - fW5 (2)IS 511 an an 938 966 6.4' B'-0' PRECAST REIN IV2 494 141 Tdl TB 652 6 W 5-2' FROCAST 416 IB its 130 01 0 b 5 4' PF2ELA8 T 1 45B b% 6 9i T 90 V T.6. 6 2' PRECAST (2)12 a15 568 569 52D 641 1-8 6-4' CAST (2)-2 365 568 56B 415 499 V.S. PRECAST (W .354 636 546 411 fi V-0 8-A 1.0 PRECAST (2)4 ) MIS 334 3111 516 9 4 LAST (W 44 (W2 245 435 435 AN DI S-0 9 2' PRECAST O (W.3 245 311 all 372 312 231 339 An 473 II 4 11.11 RECAST () (2)5 218 US 345 ITS 338 0 c -B' PRECAST IDS (2) 5 202 So 21C 113 275 tl..6.11 2' PRECAST O 5 ISO 243 243 61 236 B 4 Q-0' PRECAST (22S ME BI 192 Bo INS 140 k-B' PRECAST (1/5 96 B0. I61 m Sl TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES. SAFE WORKING LOADS (FILE) B" X 8" RECESS DOOR HEADER LINTEL LBNGTE SPANBOTTOM CLEARMA_�74 PE LINTEf WPJLLED APACITY GRAVITY CAPACITT (IF5L (0i5U GRAVITY CAPACITY (1)5L (1)511 UPLIFT CAPACITY (IhL (115U URFI CAPACITY (I,PaL (11Tw BARTOPRAVITY 3-8 2-4i (e)nS60 R b9 2534 2'-B'ST (2)n1131 1425 14M I INS 4'-1' 2'-10'ST (2)n1042 1320 1320 HIS nB 9i (2)2%3 Q30 1130 596 B% s (2/2B06 c81 10B1 13% 1396 T TINSEND US US 1003 1011 6' -IS S'-4'T (W •4Abe 693 b% 688 l90 IllT (21 .4315 568 S68 499 641 B'-8' T-4'T (W •4316 480 4B0 315 546 T-V B'-4'T (]1+4213 43 415 191 4l7 25. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-06. 32. MINIMUM MASONRY UNIT STRENGTH: FIT 1500 1-51. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTION R606,14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 (1) #5 CONTINUOUS i--8"X76" KNOCKOUT BLOCK BARS: SEE SCHEDULE ) #5 CONTINUOUS TTOP 2" STIRRUPS AT 4-0" cc OR WELDED) TOM BAR SCHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST (1) #5 CONTINUOUS 33: �8'X16" KNOCKOUT BLOCK _� •• 3000 %s' (PLACED IN FIELD) ', Pt TOP BARS • .�• SEE SCHEDULE I I' (1) #5 CONTINUOUS •� •• 7 /,32" STIRRUPS AT 4'-0" cc (D OR WELDED) STRANDS 7/16"-- IRE STRESS RELIEVED kai PRESTRESSED 3R, 314" 31D+ TABLE Nal6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LIME]. STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR Iial Oft (1)5L tII (MIL fll (U5L (2nU CAST (2) IS r) n 0000 mson, --lo-wo PRECAST (2)2 O• 10000 10000 0000 10000 1-0' CAST (2) `2 (W7 M13 loom 1=0 10" 4'-6' 3'-2' CAST (2) n (W n 6940 cow 10000 10000 4-1. 3-4' RECAST (1/2 (Wn 6364 Eo00 11 0000 PRECAST (115 (1)n 0000 local Im090 5 0' 4-6' CAST (2)9 (2)S o43 Im000 1016 t0t6 10000 6 -4' 5 -0' PRECAST (2) •4 fW 2 lone 10000 652E 10000 6.1. 5.1. PRECAST (2)4 U)n Slow Ivan 6155 0000 6'-1' 5.4- RECAST (W'4 (21n GOINGIVVEVO all 0000 14. 6-7' PFEGAV f2)4 (2)n $551 10" SASS 39B 1RV 64 AST (2)•4 (2)n 6112 I0000 4240 a4N 8.0' Ill T (W4 (2)n 1436 V000 335E 1121 a"m' T-V PRECAST (2)N (Wn 6194 0000 35K 1060 9-4' B-0' PRECAST (2)"4 (2)n 5253 sea 2121 5501 0-6' 9Y PRECAST 0) -4 (W2 40M W43 2094 424E riECAST (W5 (W5 4221 4221 1163 Be Q'.0. 0'-1. PRECAST (2/ 5 (2) Is 3119 315 54S 3170 -1' PRECAST (W. ( 5 M12 34Q 1USS -4' k''o' PRECAST -(W- Ts Sea net 00 2516 4-0 944V RECAST (V1, (2)5 2131 n31 Tim 2260 154' PRESTRESSED (21N (2)n 3231 SO[ 14e NM4 15.4' 14=0' PRESTRESSED (314 (2)n 2945 1995 33 1355 IT-4- 16'-0' PRESTRESS e0 gem 5 15 19-4 I PRESTRESS- 426 N4 20-0' 1VRV PRESTRESSED ry) 5 (W 9 a9 16BB 391 1B8 22I 20'-a' PRESTRESSED (W5 (1)5 141E 14 348 22-0' 20'-8' PRESTRESS., RIND (Sl5 13 1300 4 34'-0' 11'-e' PRESTRESSED (2)5 fW5 1141 II4l 21A 544 TABLE No 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LABEL iN CLEAR SP3N LINTEL TYPE LINTEL 67EEL GRAVITY CAPACITY (0X5L)(InJ CAPACITYTY OnL OAw GRAVITY42GS T UPLIFT CAPACITY WOL I'm Dail BAR TOP BAR 1'-m -b' PRECAST (2)2 I ,8 1 0D WOW (2)2 5014 100000 0000 4'40' 70' CAST (2)2 (2)1 5651 Io9m004'-6' 9-2'PRECAST f1)n 2t41 l0"71E 4'-B' 3 4 PRECAST (2)2 (2)n 2519 6231 1216 6'4' 4-0' McGASI (2)5 (Wn 4111 44115 ABED 4-6' PRECAST (V) 3 (Wn 9344 5564S 386E 5 -0' FRECAST (W 4 (Wn M38 30389 108E 2091E 6'-B'S 4' TG) 4 (Wn 213 22138 26S 1-b' B 2' RECAST (7)4 (2)-a 21% 2193 1129 nOV T-B' 6-4' PRECAST REINM IS 2W 2E8 K45 2719 PRECAST (W4 R67 1951 1694 2058 0'-4' 1'-O' nE T M`4 1625 WI 136E a18 914' 8'-0' PRECAST M •4 (2) n BIT BIT 1054 Tel E 9' P PRECAST (2)-4 (2) 2 1265 U65 Sal M4 II-4 10'or. PRECAST NIS C22 S 1136 ISO 6 1%I 12'-0 10-V .RECAST ID5 (2)5 1041 041 594 I001 PRECAST (S)5 (2 Visa58B 541 1025 13'-4 Q'-O• T (W5 (2)IS sot SO 465 1 %5 14'-0' k'-8' RECAST (7)5 f1)5 842 S42 414 553 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLR) 8" X 14" RECESS DOOR HEADER LNTEL LENGTH CLEAR SPAY UMIIL TYPE LINTEL STEEL GRAVITY CAPADRT (aiSL lIMU GRAVITY CAPACITY (IRSL Oil UPLIFT CAPACITY (1X5U UPLIFT CAPACTY fAL(W5U ISVIL1 BAR TOP BAR PlI 2 27 4520 1OOoO 919N 10000 4'TV T-8' Pf cA5T (2)2 (2)1 365 10000 1440 ImmOO 4'-2' 2'-10' PRECAST (I)n (2)2 3306 W56 6143 1COCO 4'-4- 3',0' PRECAST (2)n (W2 3008 S053 6131 ebb 4'-V Y-4' PRECAST (2)-2 (2)2 259 6231 5150 12B 5'4' 4'4 CAST L inn 3514 360 3211 042 C-01 a4' PRECAST (2)4 (12 2136 2136 459 nee 1'-1. 6'-4' RECAST (2)N (2)2 2108 2108 1645 2219 FREOAST (31 .4 fWn I'M I110 1241 ITS PRECAST (2)-4 Mf, 1516 1436 914 1505 _ Mina r aim r N �� c, 75. 8 3P' 8/32-S-(T) #5/(1) a 3J' e,t v t• m � A R C H I T E C T S Design Grou ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIIIII� �mmov�vomJ STJBDIV. 436 LOT: OAKLAND LAKE LOT 15 MODEL: 1'722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C 01 ARCHITECT STATE OF FLORIDA 3 1B/16' DATE: ( 11/2/18 15 SC LE: 1/4"=1'-0" 3.1 OR �3 8/16-S-(1) #5/(1) #5 PRESTRESSED 8/14-S-(1) #5/0) #5 A R C H IT E C T S SQ.FT. CALC.'S 15T FLR. LIVING 1,122 50, FT. TOTAL LIVING ENTRY GARAGE 1,122 34 432 SQ. FT. SQ. FT. SQ. FT. TOTAL PATIO 2,165 10 50, FT. SQ. FT. CUBIC VOLUME LIVING 15311 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS ................................ LOAD ERG. WALL NON-BRG.WALL COWNMENT AND CLADDING WIND LOADS BASK: WIND EXPOSURE FOR 3 SECOND OUSTS CALL i SQUARE FOOTAGE V NJDR WNJDR SIZE ZONE 160 MPH WIND DESK1NATION WIDTH HEkAHT 25-51-1 1 it EGRESS 38, 63, 4 32.31/-42.62 2 20 3068 DR, 36, 80' 4 301o4/-30b4 3 112 161-01 192' 84' 5 26.09/44.03 OHX 4 11 25-614 35, 63, 4 3231/42b2 EGRE58 25-5 H 5 11 EGRESS 38' 63' S 30b4/ 56.18 25-SH 6 11 EGRESS 38, 63' 4 3231/42.62 1 34 (2) 25-SH 16, 63, 4 2930/-29.82 8 42 5068 SGD 14' 80' 5 26.14/-51DS 25 SH 9 11 EGRESS 38, 63, 4 3231/-42b2 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=124 MPH B. INTERNAL PRESSURE COEFFICIENT=+ .IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 5TH ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 2'- 0 v 1'-0" N DBL. TOP @ PLATE c�1 V m 2x6 WOOD FRAMED 6 16, O.C. CABINET SECTION 0 I BM icv11rm 26'-4" 15'-3" 4'-II" PATIO � 25-5H 25-844 '-0'x3'-0 8 O @ O EGRESS EGRESS O (2)25-SH O 50(09 SGD LME HB. I C R/T DINING N I 9'-4'xll'-4' N ' 8'-8' CLCs. ■ I GREAT ROOM I OWNERS SUITE 13'4' CLG. A ■ 8'-8' GLCs. 4'-10" 4' 2" 3'-2" 5 6 I 71 Oil 6l 6 m b 1 -01 I SINK 1 IHITCHEN c 2-6 C � 8'-8' CLCs. C I — I — 2-0 N RIT 0. BATH m ■ CIA a a' SHOWER_ a W.I.C.------- �- `r 12' SHELF `r d a' -a' cLG. HEAD ®68' AFF. ---1 - 3-SH AV ��-------- + IR-ISH WC g O r-5p- Chi 6 �r—Tlr— r — ■ D, `� <t BEDROOM 4 �, Ii � � ii i m IAC L---'--� @ BEDROOM 2 l7 N w * I0'-I'xll'-I' `� a' -a' CLCa a a'-e' cL�. 5=0 Ep. = 12'-4'xlO'-I' ■ @ @ m _ 8'-8' CLG. 3'-I" m 4'-4" ■lla) 3-0 m BF. 4 HD -- m u'ti R■ I"SH N, tuuj M.T. "6s BASH�6 lie CLGL I IIo C IR/T 5'-5" 4'4 4-10 =4'-412- I � I 411 L__ II 22x3(oWC OLLARD ATTIC ■ ACCESS SHOWER FOYER - HEAD 6 V-8' a' -a' CLG. 0 AFF. 21'-0" `L 5 �o" 2 _8 _8" 5' 10" 3 4 @ Cl N '\--ELECTRICAL - - - BEDROOM 3 I a `� PANEout 2-CAR GARAGE I I `" 20'-O'X2O'-O' -- -I ■ M.T. O I O TRUCK BLOCK °� a GARAGE WALL v ENTRY ■ ■ ■ HB. - .. r 7-- ■ ■ v ■ ■ ■ E SS O 16'-0' X 1'-0' OHGD m r-- ■ ■ r-r t , 16'-0" 2'-8" 2'-4" 2'-4" 21'-4" 4'-8" 40'-0" FL R PLAN SCALE: 1/4 = I'-0" 'ELEVATION A' a BM a 1Design 1 (U plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 r � ' �IIIIIIIII� E 8 14) i ^O i SUHDIV. & LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �9 r DA 11/2/18 SCALE: 1/4"- l' - 0" SHEET 4 OF' TEXTURED CEMENTIOUS .—TEXTURED CEMENTIOU15 COATING PER (A5TM COATING PER (ASTM SCORED - = „„ - 0 -:_ —:" FRONT ELh'r__'VATlu"N_ o „ OFF -RIDGE VENT 5 8'-8" 5RG, HGT 8'-V 5iRGs HGT ro'-5' HDR. HGT.,j TEXTURED CEMENTIOUS COATING PER (ASTM Mo) (TYP) m'-C" FIN. FLR. -k ' OFF -RIDGE VENT I'-C° ro'-a" HDR. HCT. - - - - - - - - - - - - - - - - TEXTURED CEMENTIOU;� COATING PER (ASTM CS26)(TYP) 0'-0" FIN. FLR. - - - - - - - - - - - -- 51;RG. HGT.i. 6'-0" HDR. HGT.h 1'-01, S 0'-01' FIN. FLR.h _ 1\ LEFT E ILIE VAT I O SCALE: 1/4 = 1'-0' ELEVATION "A'1 OFF -RIDGE VENT 12 5 ----------------------- TEXTURED CEMENTIOUS' COATING PER (ASTM C C132(b)(TYP) OFF -RIDGE VENT 12 5 OFF -RIDGE VENT ATTIC VENT CALCS EA OF ATTIC 2180 SQ.FI. NET FREE VENTILATION AREA REQUIRED (1/300) 7.27 SQ.FT. REQUIRED VENTILATION AREA (7.27 x 144) L046.4 SQ.IR. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 1,046.4) 523.2 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VW SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 4.55 TOTAL # OF VENTS PROVIDED 5 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 523 SQ.IN. REQUIRED IF OF SOFFIT VENTILATION 45 LF PROVIDED LF OF SOFFIT VENTILATION 160 IF 12 � 15 R IE A1R IE 1LIE VATI TA SCALE: 1/4 = r-0' ELEVATION PAR - Y HDR. 1 CxT. j40'-O" FIN. FLR. o8'-S" E3FG- HGT. _ _ _ _ _ _ _ _ - _ _ _ _-4— C-8" HDR. HCaT. - - - - - - - - - - - - - - - - - - - - --�� - - IRI IHT h" LIE` VATI N SCALE: 1/4 § 1'-01 ELEVATION IIAII D'-D" FIN. FLR. 5RG. HGT. -0" HDR. HGT. '-0" FIN. FLR. A R C H I T E C T S Desuign Gro Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 soll �IIIIIIIIII �0��vv��voJ SUHDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL 1722 xxxoo-o1 PROJECT#: R5025.015 00001 PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA fditV 0 18 DATE; 11/2/18 SHEET 5 OF C' s `tl IE C AIL, 11L b SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. __LTA UPLIFT GRAVITY FASTENER META-16 14Sc I6-18 14e0 (V loci x 112' I -PLY, (6)16d 2-PLY, (USP: (10) Icd X I In' - NO Ibd OPTION) (2) META-16 1985 (2) NTA 16-I8 2800 (10) led x 1 12' I-1 (USP: (10) Icd x 1 1/2.) Iwo ('4) 16d 2=PLY (USP: NO Ibd OPTION) HETA-16 1810 HTA I6 I616 (9) led x 12' HPLY, (W 16d 2-1-LY USP: (10) led x 1 1/2', NO 1 Sd OPTION HETA-20 1010 HTA 20 1615 /9J led x 1 1/2' I -PLY, (S) II 2-PLY USP, (I0) led x 12', NO Ibd OPTION Z (2) HETA-20 2035 (2) HTA-20 3170. (10) led x I la" I -PLY USP: (10) led x 1 ID' 2500 _ (12) 1Sd 2-PLY (USP: NO Ibd OPTION) O LGT-2 2150 LUGT-2 ISIS (V - 1/4" x 2 1/4' TITEN, 2 PLY (USP: JSLK (5) 114' III(3, WOOD (16) led V1 DETAL-20 2460 NO USP CONVERSION FOR SIMPSON DETAL-20 ( 8) - loci x 1 1/2, 1 PLY 65 MUGT 4000 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY MIN. 12' EMBED), (22) led TO WOOD (USP: (28) 10d TO WOOD) 98o HUGT-2 9365 (2) 3/4" A.TR. IN HIGH STRENGTH EPDXY (MIN. 12, EMBED), (I&) led TO WOOD (U6P, WOOD (8) 10d) 530 HUGT-3 9365 (2i 3/4' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) led TO WOOD (USP: UAJOD (8) loci) 65 WVGT71� LUGT-3 5330 (12) $D8 I/4"x2 In' TO GIRDER (4) 3/6' x 5- TITEN HD TO WALL (USP: CONIC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W925) 10 PARALLEL TO WALL 25 PERPENDICULAR TO LL LPTA 1555 cc) Icd x NIR' (USP: (10) led'x 112' 40 NO U5P CONVERSION FOR SIMPSON VGT (I) 5/e' A.TU@. IN HIGH STRENGTH EPDXY MN. 12' EMBED), (16)-SD5 1/4'X3' TO WOOD 85 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A,TR INHIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY HT5-12 1000 MTW 12 15W (14) 106 x I I2' (USP: 04) led x 1 In', (14) led) H7S-I6 1150 HTW 16 1660 7163 106 x I /2' (U6P. (16) 10d x 112', (I6) led) HT5-20 1450 HTW 20 1 2049 1 (24) led x 112' (USP: (24) 100 x I la', (20) 10d) 475-24 1450 HTW 24 2045 (24) 106 x I IR' (USP, /24) led x I I2', (20) led) L6TA-12 925 LSTA 12 910 (10) led _ U6P: (10) led .5TA-S : 1235 LSTA 18 SSO (14) led _ USP; (14) led M6TA-18 » 1315 M5TA-IB 1315 (II led USP: (14) led (n MSTA-24 0 1640 MSTA-24 1150 (IB) led USP: (18) led 1-16TA-30 .� 2050 MSTA-30 2140 (22) led USP; (22) 10d M5TA-36 2050 MSTA-36 2525 (26) ice USP: (26) Ied I— MSTI-36 3500 K5M 236 3090 (36) Icd x I IR' UBp: (36) 106 x I In, N MSTI-48 5066 KTSI 248 4250 (48) led x 12' USP: (48) loci x 12" H6 950 LPTA 6 1595 (8) ed TO nATE6, (8) 8d TO STUDS (USP: (16) 5d x 11/2', (16) ad) SP4 555 5PT 4 945 (6) led x 1 12' TO STUDS USP: (6) led x I IR' TO STUDS A34 355 MP 34 410 (4) 8d x 112' TO BEAM, (4) 8d x I I/2' TO POST. USP; (4) Stl x 112' TO BEAM, (4) Bd x 1 1/2' TO POST. HCP2 645 HHCP 2 1010 (12) led x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) ICd x 112' TO PLATE HIOA 1340 RT I&A 2180 (18) led x 1 0, USP: (9) led x 11/2' TO TRUSS, (8) loci X I I/2' TO PLATE VGT 4 HDU4 456E PHD 4A 4539 (I6) 5O8 II TO WODD (10) 5DS 1/4'x2 12' W/ THREADED ROD (2) NUT6N 8HER/2 PLY U6P 5/8 ATR MIN 1 EMBED SET IN HIGH STRENGTH EPDXY 00) WSW WOOD SCREWS VGT I H= 4940 TOx 10 5110 (16)SDS V6 x3 TO WOOD (3)3/4 STUD 5OL75 W/ THREADED ROD (2) NU75/W46HER2PLY JS 7/8 ATE, MIN, 1' EMBED SET IN H.GH STRENGTH EPDXY (4. 1/8' THRU BC'--5 ABU 44 1 2200 1 6665 PAU 44 2535 6115 O 5/e A.T.F IN HIGH STRENGTH EPDXY, (MIN. T" EMBED.) IN GONG, (12) Ibd TO WCOD USP: SAME AS SiMPSON ABU 66 230o 12000 PAU 66 2535 13815 (U 5/8 A.T.IR IN HIGH STRENGTH EPDXY, MIN. 1' EMBED.) IN CONC, (12)166 TO WOOD U6P: SAME AS SIMPSON Cn L77I9 1340 LTS 19 1205 (I1 3/4' A.T.$ IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN GONG- fWoe TO WOOD USP: SAME AS SIMPSON M M L7200, .. 7500 LT8 208 1105 (V 12" A.T.R: IN HIGH 5TRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (ICAOd TO WOOD USP: 3/4' 'fiR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) loci x 11/2', 2-1/2' (� z HTT4 4455 HTT45 4465 (1) 5/8' A.T.R: IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONC, llb) SD-10 X I A2 (USP: (20) Ibd X 2.n9 USP HAS M®'RE NAIL OPTIONS: (20) 10d, (20) led x I -In', (20) 16d x 2 1/2' Q HTT5 509c HTT45 5430 (U 518, ATRRL IN HIGH STRENGTH EPDXY /MIN. 1' EMBED) IN CONC., (26) 16d X 2 I2" (USP: (20) 16d X 2-1/29 USP HAS M§RE NAIL OPTIONS: (26) led, (28) 10d x I -In', (20) Ibd x 2 1/2' HHDQII-SDS 25� 11.610 UP9D II 12090 (U 1' A.TR IN HIGH 5TRENGTH MP XY, (MIN. 10' EMISEDJ IN OONC, (24) SOS Ya' x 2k' WOOD SCREWS (W5R (24). WS3 WOOD SCREWS) HD1B 6645 TDx IO 5110 (1) 1/0' AB: IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.J IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/8' BOLTS) in MBHA 356/1115 1 3415 5330 NFM35XI2J 3165 1130 SIMPSON; (I) M' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.75- EMBEDMENT) IN CMU. TOP, (1) 3/4' AT.R IN AJOW STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN OMW FACE, 08)lOd TO BEAM USP: (V IR' J,BOLT W/ MINIMUM 6: EMBED. 4 NOT LE55 THAN 4' FROM EDGE OF CONC W/ 3/4' CIA ITW RAIMSET/RSPHEAD OYNA BOLT SLEEVE ANCHOR OR EQ. Al MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. W 0 HU5C412 (WOOD) 3635 2660 (FLR HU54121F 3060 2530 (FLR) (10) 16d Td HEADER (10) Ibd TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) Z Q HUC410 (CMU) 1810 5085 HD410 IF IS05 3175 (16) 1/4' x 2=9/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP, (IB) 1/4' x 3' LEE SCREWS, (10W led TO WOOD. HUC210-2 (CMU) 1810 5ee5 HD210-21F 1905 3115 (II 1/4' x 2=.g/4" TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (16) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD HUG210-3 (CMU) 1510 4000 H0210-31F IS05 3175 (I5) I/4' x 2>5/4" TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (IB) I/4' x 3' W63 SCREWS, (10) 106 TO WOOD LGUM26-2-SD5 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-8D5 (4) 3/8' x 4' TITEN NO ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' X 2 /2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = SLMPSCN "SET EPDXY -TIE'. CON7AC7 THE ARCHITECT/ENGINEER CF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUC75 OR USP - CIA ADHESIVE ANCHOR NC SYSTEMS. WRERF ANCHOR EMBEDMENT 5 GREATER THAN T' DEEP, THE VERTICAL CELL N G-M.U. WALL M,J57 BE FILED SOLID W/ GROUT. .Zd COMMON NAILS CAN BE 5U557'T07ED W1.6 ITH 1Od x I n' NAILS IN CONJUNCTION WITH A 231. REDUCTION IN THE A0WABLE LOAD. WRITTEN APPRCVA4 FROM THE ARCHTECT 18 REQUIRED FOR TH16 APLI PCATION PR TO INSTALLATION. Al MINIMUM EMBEDMENT INTO THE TOP OF A BONOBEAM WILL BE E", MINIMJM EMBEDMENT INTO THE FOUNDATION W166 BE T' Al H OBECAUSE A.T.R. = A-301 ALL THREAD ROD (61ZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OF THE WIDE VARIETY G MATERIALS, LOCATIONS AND CCNUIT'0N5 THAT MAY AFFECT CONNECTORS, THE GPN'TR4CTOR MUST BE RE6PGN5f51 E FOR MAKING SURE THAT T-E PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE 5TAINLE55 STEEL F45TENERS. WHEN USING ZMAX / HOG GALVANIZEC; CONNECTORS; USE FASTENERS GALVANIZED PER ASTI'1-A'o3 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN iND'VIDUAL BASIS AND MUST HAvE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO cS-. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CON57RuC7iON CONNECTORS C-2013' ',IG:- WIND -RESISTANT CONSTRUCTION C-HWa9, AND ANCHORING- 4 U-5 ENfNG SYSTEMS FOR CONCRETE . MASONRY CATALOG Q-SAS-22. EXTERIOR MASONRY WALL BRCS. HEIGHT5 V-8' BRGa. LOAD EIRG. WALL NON-BRG.WALL MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-II 1/2' -i'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD, U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE (2) nn/ W 0-q OF CZ" cv It ID c0 to (b co LO 0 0 (A fA to 0 cA c0 cA S �Y N J2 �I II II II I I II II II I II I -xhl II '� t J4 I II II II III II II II II II li I II II II II II J6 = = u u u u u u u n n n I u u u n = 'A-16 AIICsAIO - - - - - - -�- �- - - — NN _ / N1 A6 A5 = = T— _ = 1= _ _ —I-- _ = T = _ —_.�� 7 A4 A3 A2 Al Al Al Al AI Al A2 ■II �4 A3 — — — — — — _ _­­7 _ I T= NN IN, r Ii III A4 ATTIC II _Q A5 LAGS_ Al •_ _ _ _ _ \� _ _ _ = _ I I — f K4 _T_F� JF _= = IIII IInnII IuuI uu IIun J1 A J4 J4 J2., . � F = T — _ J2 J4 1( _� (2) META-I6 I I n u u u J& II i I II n u u u If J4 II �1� II II J2 ROOF FRAMING PLAN ii'ELEVATION Ix4 BTM. CHORD BRACING: 12, O.G. MAX, SECURED W/ (2)10d COMMON NAILS ® EACH CHORD INTERSECTION (TYP) A R C H IT E C T S 4Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 m E 0 `w Z SUHDIV. & LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA WQV -U 016. DATE: 1 11 /2 /16 SCALE: 1/4"-1'-0" Y - SiiEET 6 OF A R C H IT E C T S ELECTfRICAL LEGEND 5iM50L DEFINITION NOTES 110V DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX ECUIPPED W/ GROUND FAULT I RECEPTACLE 94TERUPTER (TAMPER RESISTANT TYPE) ® 220V RECEPTACLE 4 UJIRE Ca-NECTION 110V DUPLEX MIRWG FAULT �TPROOF) �p �C�FI RECEPTACLE N SWITCH 3 3-WAY SWITCH a 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE- 5R RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y.( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- KEYLESS K LIGHT FIXTURE - 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 SD DETECTOR NTERCOM4EcTED CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE GO DETECTOR INTERCONNECTED CEILWs BOX REWIFED TO BE J J-BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET POMR COMPA TRANSFOWER gz :E_) PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 *'2/0 COPPER (CU) IN 2" CIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. eyr%. COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER M NEMA 3R ENCLOSURE 200A/1 ncB TELEPHONE ENTRANCE INTERSYSTEM BONDMG TEF41INAL AT LOW VOLTAGE COINECTICNS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: DAHLIA LOAD INFORMATION VA 1722 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 5166 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 8000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 42,412 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 32,412 VA x (4) 12,965 TOTAL NET GENERAL LOAD 22,965 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD 22,965 NET TOTAL HEAT 10,450 TOTAL LOAD A415 CALCULATED LOAD FOR SERVICE 33,415 VA / 240 V= 139.23 200 AMP SERVICE COND. C ' WH METER VERIFY LOC. OWNER'S SUITE BEDROOM 4 i SPRINKLER CONTROL _lh u1/ %LV I ' GREAT ROOM 0. BATH - ) _T i—O — I— l�J 11 D • � II e SD. I II 'GFI 44' AFF I LIGHT I I HT 4 J / SWITCH IN ATTIC 18GFI CLG. 1 OUTLET 2—CAR GARAGE N I I 1 I I I I 1\ COACH LIGHT JACK MES I I 11 N —T / I I FOYER PATIO i DINING �i KITCHEN _ RANGE 'I 1 ' A CxFI DED. 20 AMP—/ U OUTLET FOR M. WAVE .' BEDROOM 2 TV. 0 BATH 1 BEDROOM 3 ELECTRICAL PLAN SCALE: 1/4 = 1'-0" 'ELEVATION A' r. Design Grou Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA P� 16 D TE: 11/2/18 SCALE: 1/4"=1'—O" SHEET 7 OF A R C H IT E C T S Design rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E V W E O sUHDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL 1722 XXX00— Ol PROJECT#: R5025.015/00001 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1/2/18 SCdALE: 1/4"=1'-0" SHEET OF (U 5 REBAR VERTICALLY (U 5 REBAR VERTICALLY W/ CONC. (I) 5 REBAR VERTICALLY W/ CONG W/ CONC, POURED CELL POURED CELL (25' MN LAP) POURED CELL (25' MN LAP) (25' MIN LAP) R-4.1 NWL. MIN. R-4.1 INSUL. MN. iEMURED CEMENTIOUS COATNG TEXTURED CEMENTIOUS COATING ? 8' CMU z W PER(ASTM CW6)(TYP.) PER (ASTM C92(p)(TYP.) E 0.Q p - Q2f0 CMU S' CMU;9 -L55: N 1/ irz'GYP. WL. BD. w 1/2. GYP. ILL. BD. p CURB HEIGHT vARIEB WOODBASE E Q WOOD BASE - _ m z z az i 3 Vt' CONC,. OIPF. W/ 6'xb' e .� � OR FILERMESH ON - �WL4xWIA IIAIF OR FIBERNESH — ON 6-MIL ETHYLENEWIAxWl.4 e6-MILIA 3 1/2' CONC. II IPF. W/ b'xb' L POLY ETHYLENE VAPOR BARRIER CN WELL-GGMPAGTED VAPOR BARRIER ON_ BRIE F4' WI.F OR F15RIW IESHI6-MIL CLEAN TERMITE TREATED FILL WELL -COMPACTED CLEAN TERMITE TREATED FILL ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON L DELL -COMPACTED GLEAN 4' 4' 4' I Irz' RECESS(2) RECESSI, L4' 4' 4' TERMITE TREATED FILL 5 REBAR ON CHAIRS 3 1/2* CONC. SLAB 0, (2) 5 REBAR ON CHAIRS OR PAVERS PER REBAR ON CHAIRS BLDS SPECS 1-STORY FOOTING LANAI/ENTRY 1-STORY FOOTING (D�[�LO��CK"W�ALL R STEP-UP 1-STORY 11JSCALE: rz'•I'-0� AT GARAGE SCALE, •I -0 WALL BEYOND WALL BEYOND 3/4' RECE88 FOR III PAVERS GARAGE DOOR 3 V)' CGNC, EERF. W 6"eb' Z IIIUIIIF OR FIBE"°.H ON W L ii POLY ETHYLENE VAPOR 7 SARI O HELL-CONPACIED . — Q r CLEAN TER IITE TREATED FILL c0 IT ° 3 U2' CONC, RERF. W/ 6'xb' WIAxW1A ILLLF OR FIBERMESH ON D 1/2' CONG, RE[Ni W/ Wi PAVER ' b-MIL POLY ETHYLENE VAPOR W.4xWIA OF OR FIBER`1ESH ON BARRIER ON WELL -COMPACTED 6-MIL POLY ETHYLENE VAPOR S4-4- 5 REBAR ON STING S1'-0'CLEAN TERMITE TREATED FILL DARRIER ON WELL -COMPACTED 4' 4' CHAIRS BEYOND z ECLEAN 1ERMITE TREAIED FILL EXTEND FOOTRMKs (U 5 REBAR ON CHAIRS L6' RECESS FOR PAVERS GARAGE STEP-UPUNDER PAVERS (2) 5 REBAR ON CHAIRS NON -BEARING GARAGE DOOR FOOTING SCALE: VP.I'-0' PAVER RECESS 9 ® ENTRY DOOR SCAL : 112�•I'-0' SEE MANUIR PRODUCT DETAILS FOR REQUIRED SIZE AND DEP71 OF RECESS FOR SGD. TRACK Z i W VARIES W FINISH FLOOR -' (U 5 REBAR SET N SIMPSON HIGH N . w > STRENGTH EPDXY 6' EMBED. MIN. (2) 5 REBAR • I -STORY c (3) 5 REBAR • 2-STORY .4 a > 6 _ OUTSIDE REBAR TO BE a d CONTINUOUS 3 1)2' CONIC, REIIMF. W/ 6'xb' , A . - 4 WIAxWtA UAIF OR FIBERT'1ESN ON e _ '-C c- 6-MIL POLY ETHYLENE VAPOR BARRIER ON U.ELL-COMPACTED CLEAN TERMITE TREATED FILL SLAB AT S. G. D. TYP. RETROFIT FOR 2'_V MIN. LAP 11 BCALE:1'.1'-m' OMITTED DOWELS VREEBAR LAP AT FOOTING :Irz'•I'-0' TOIE VERICR TA10ILO' NHRAOELBO TBAR KA W/ GftD BGND BEAM vARIES PER ELEV. r �. C da S. q, CLEANOUT REQUIRED FOR NSPECTION N 0'-0' FIN FLR (I) 5 VERT. DOWEL ° LAPPED W/ BOND BEAM ° •� ° TIE VERTICAL REBAR (U 5 REBAR AT CORNIERE, _ °, TO HORIZATIONAL r W/ 25' LAP MIN -4.e REBAR W/ IV' HOOK ; ` O �n U TYP. REBAR LAP HORIZONTAL/ VERTICAL ro__�AT LINTEL CORNERS REINFORCING v CAL : rz°.i'-o� 1' 6c E: rz'•1'-0. A R C H IT E C T S pDesign 1 ®U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Illllul � aogommuag �E V N �E O 0 C Ie SUBDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 xxxoo—o1 PROJECT#: R5025.015/00001 PAGE: FO UNDATIO N DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 11 /2 /18 ' SCALE: 1/4"=1'-0" 1 SHEET IDI SHINGLES OR TILE (PER COMMUNITY SPECS) NOTE: NOTE: REFER TO DETAIL 1/p2 FOR GABLE 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 RcJO5 OF THE FBCR, -ENGINEERED 6TH EDITION (2011) GABLE ROOF TRUSS PO NOT EXCEED �' � DO NOT EXCEED 8' CMU BLOCK ❑ 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES ❑ I' DRYWALL I' DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4" MIN. (4 -O O.C. SHEATHING SEAMS) (SEE WINDOW DOOR JAMB BLOCKING ISEE WMDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER M KING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING 4 DULE 2x6 5U5-5AN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OOR JAMB / WINDOW OVER 4'-10, HIGH MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING ' cm TEXTURED CEMENTITIOU5 COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED CI BLOCKING EACH ENE) and a 18' O.C. MAX P.T. Ix4 or R x4 MIN: (PER A5TM C926) OVER PAPERBACK r PER MFRS SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y' x 9" (1) �' TAPCON (MIN. EMBEDMENT 1 a") ANCHOR BOLT w/ 2 WASNER, SET IN 8' FROM EACH END and 9 IS' O.C. MAX 2-LAYER WATER RESISTANT BARRIER, OVER PER PLAN T 51MP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4 or A4) WINDOW TO BLOCK (+3 ) WALL SHEATHING (TYPE AND ATTACHMENT or METHOD PER NAILING SCHEDULE (6' MIN. EMBEDMENT 32' o.c. MAX) DOOR JAMB TO BLOCK (+%4" or +%4") DOOR JAMB TO BLOCK (+3") (11)IS' 01VEM N, S' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE 4A 04E SCALE: r=r-O' w/ 12d NAILS Q S' O.C. MAX SCALE: I I -0 MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 �7B _ , MIN. EMBEDMENT I ' ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE _ INSTALLED a MID -POINT OF TRU55 SPAN NOTE: Ll NOTE: ' TEXTURED CEMENTITIOU5 or 10'-0' O.G. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM - TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) " TAPCON CMIN. OVER 5T ATT OR BLOWN -IN INSULATION DO NOT EXCEED ' ❑ DO NOT EXCEED (MIN. EMBEDMENT I ") 8' FROM EACH I (R-VALUE PER ENERGY CALCS) ' GYPSUM BOARD OR #' HIGH STRENGTH 8' CMU BLOCK 8 CMU BLOCK END and IS' O.G. MAX CEILING BOARD ' DRYWALL ' DRYWALL or BLOCK WALL SECTION —GABLE ROOF P.T. 2x (U DRIVE PIN, 8' FROM EACH END and ONG. FILLED U-BLOCK w/ (1)5 P.T. Ix4 or 'x4" MIN. Ix4 or Ix2 P.T. NAILER 9 18' O.C. MAX (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILERIII 1 CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINPOW/DOOR JAMB BLOCKING T' 055 (4' WIDE MIN.) MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4'=I'-0' DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB /WINDOW MIN. EMBEDMENT 1° SHINGLES OR TILE (PER COMMUNITY SPECS) PER MFR'S SPECIFICATIONS EACH ENE) and IS' O.G. MAX (ATTACHE[) TO BLOCKING PER MFR'S SPECIFICATIONS) P.T. 2x6: OVER 030 FELT PAPER (OR APPROVED EQUAL) SECURE TO BLOCK w/ (2)' TAPCONS INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 Y2 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 a') 8' FROM EACH 6TH EDITION (2011) DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (Ix or 1,' 055) END and m IS' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT w/ J' TAPCON MIN. 1 a' EMBEDMENT INTO BLOCK or 4B SCALE: 1 =I-O (2) DRIVE PINS, 8' FROM EACH END and METHOD PER 'NAILING SCHEDULE') E-ENGINEERED ROOF TRUSS WINDOW TO BLOCK (+3 16") g IS' O.C. MAX MIN. SHANK 51ZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION 7 MIN. HEAD 51ZE .300 (PER PLAN (R-VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 l6) MIN. EMBEDMENT I ' �� SHIM AS NEEDED 4F SCALE: r=r-O' TO PLUMB JAMB. METAL DRIP EDGE $ GYPSUM BOARD OR HIGH DO NOT EXCEEDP.T, 2x8: 2x6 SUB -BAN -" STRENGTH CEILING BOARD ❑ SECURE TO BLOCK w/ (2) ' TAPCON5 8 CMU BLOCK VENTED ONC. FILLED U-BLOCK w/ ' DRYWALL NOTE: (MIN. EMBEDMENT I �') 8' FROM EACH ALUMINUM SOFFIT I (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T, NAILER LT SHIM AS NEEDED END and 9 16' O.C. MAX ER PLAN ,. (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or "CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16' 055 (4' WIDE MIN.) WINDOW (PER PLAN), " (2) DRIVE PINS, 8' FROM EACH ENE) and (SIZE AND REINFORCEMENT DOOR CA51NG DO NOT EXCEED g ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW IS O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING S' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS �' DRYWALL MIN. HEAD SIZE .300 Tl NOTE: P.T. Ix4 or iq'x4" MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I' (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT —BALL INSULATION THROUGH NON-STRUCTURAL MEMBER (1x or il' 055) DOOR CASING P.t (2) 2x4: BE lR-VALUE PER ENERGY CALCS) SECURE 2nd 2x t0 STRUCTURAL PRECAST OR POURED IN w/ ' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MEMBER W/ (2) 12d NAILS 6' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) ' TAPCON PLACE SILL (PER BLDR ' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 a') 8' FROM EACH TEXTURED CEMENTITIOU5 �� PER MFR'5 SPECIFICATIONS) END and tv IS' O.C. MAX U "5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1i6) or COATING MIN. (PER oV R C> a (LOCATTM CONC. IONPERPLAN) DOOR JAMB TO BLOCK (+1 1%6") NOTE: (1) DRIVE PIN, 8' FROM EACH END and STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.G. MAX 41 8' CMU -- x ' P.T. FURRING STRIPS 16" O.C. 4C SCALE: i,=1 _m THROUGH NON-STRUCTURAL MEMBER (Ix or Ib' OSB) MIN, SHANK 51ZE .145 F w/' TAPCON MIN. 1 a" EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 BASE MIN. EMBEDMENT 1 NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 P.T. (2) 2x6: RE TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 l6 ) ONCRETE SLAB DO NOT EXCEED 4G SCALE: r=r-m' SECURE t0 BLOCK w/ l2) �' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 a') 8' FROM EACH AND REINFORCEMENT) 8" CMU BLOCK IEND and 9 IS' O.C. MAX XTERIOR WALL FOOTING DRYWALL UPLIFT UP TO 1115 lb or ISEE FOUNDATION PLAN FOR SIZE P.T. 2x 1x4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING:6 HT520 wl 110) lOd NAILS t0 TRU55 4 9 16' O.C. MAX `Z FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix (4 WIDE MIN,) (4) J'X2 �' TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 SINGLE STORY SCALE: 3/4'=1'-o DOOR CASING (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS DOOR JAMB /WINDOW MIN. HEAP SIZE .300 (ATTACHED TO BLOCKING UPLIFT UP TO 2,350 lb ONTINUOU5 BOND MIN. EMBEDMENT I' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR NIGH PER MFR'S SPECIFICATIONS (2) 6IMP50N HT520 EACH SIDE OF TRUSS w/ BEAM BOARD (R-VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10) 10d NAIL5 TO TRU55 4 (4) 4'X2 J' TAPCONS --- - - P.T. (2) 2x8: Em STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (1x or �' 065) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SECURE t0 BLOCK w/ (2) ' TAPCONS W/ ' TAPCON MIN. I ' EMBEDMENT INTO BLOCK (MIN. EMBEDMENT I J") 6' FROM EACH END and a 18' O.C. MAX TAPGONS MIN. or OPENINGS 22" x 30' MIN. 1 2' COVER (2) DRIVE PINS, S' FROM EACH END and OOD CASING AT 51pE WINDOW TO BLOCK (+2 /) 2' APART 9 18' O.G. MAX ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE 0 3 SCALE: NTs. SHALL COMPLY WITH MIN 30" HEADROOM WOOD CASING 4 GYP. MIN. HEAP SIZE 3OO PER R501.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D scAl E: I'`I'-m' 5 SCALE: NTs. MIN. EMBE[)MENt I �4 A R C H IT E C T S Design rout inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 11111111111 L 0mm0mm000J 8J 00 C SUBDIV.7 LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00— 01 PROJECT*: R5025.015/00001 PAGE: 1—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DATE: 11 /2 /18 SCALE: 1/4"=1'—O" 1 SHEET D 2 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 �omoo��oovJ 8 W E ,O SVBDIV. & LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 moo-o1 PROJECT#: R5025.015/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 3DAT30: �11/2/18 SCALE: 1/4"=1'-0" SHEET D 3 VTCR or (1) .9 EA �' O.C. My TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 � o SECURE 2x6 MIN. TO BLOCK w/ (2)V x V ANCHOR BOLTS w/ 2' B WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) SECURE 2x6 MIN. TO BLOCK w/ (3)V x V ANCHOR BOLTS w/ 2' WASHER SET IN 5IMP50N or USP HIGH STRENGTH EPDXY (MIN. (o' EMBEDMENT) GARAGE BOOR BUCK ATTACHMENT SCALE: 3/4'=l'-0' ' TEXTURED GEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS} B SECTION SCALE: N.TS. I - �—PRE-ENGINEEREp TRUSS ' GYPSUM BOARD OR ° HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS Q 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS fit 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) G Q L INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'4-0' PRE-ENGINEERED TRUSS �j' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD 3 W TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) GYPSUM WALL BOARD 3 W METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE 9 12' O.C. 3 %' BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER a 32' O.C. MAX. CONCRETE SLAB I(SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=1'-0' f I) REBAR VERTICALLY IN CONC. POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y" x V ANCHOR BOLTS w/ 2' WASHER SET IN 6IMP60N or USP HIGH STRENGTH EPDXY (MIN. (o" EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (E�Y OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C H IT E C T S Desi Yp 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r- SUHDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT:: R5025.015/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA SC*Lk:_1/4"=1'—O" SHEET D A— SUHDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT:: R5025.015/00001 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA SC*Lk:_1/4"=1'—O" SHEET D A— 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 5TAPLE5 W/ Ys" LEG MAY BE U5ED TO TEMP. 5ECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER IN5TALLATION FA5TENER5 TO BE 5LACED 7" O.C. MAX VERTICALLY LATH 5HALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT 5HALL BE 5TOPPED AND TIED AT EACH 51DE, PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAIL5 OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO. 15) 0.0415" WIRE 3. BLOCKING 5HOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN CUT TWO PIECE5 OF FORM FLA5H I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION " OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLA5H I IN HALF (LENGTH W15E WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLA5H 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 U5E 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 I INSTALL FA5TENER5 (CLIPS, 5TRAP5, STAPLES) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: N.T.S. $" THICK, 3 COAT CEMENT PLA5TER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FA5TENED lai" (VERT.) O.C. MAX AT 5UPPORT5 WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 5" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 5TRUCTURAL 5TUD TYPE "M" CONTROL JOINT 1 SCALE: N.TS. NOTE: APPLY SEALANT AT I'M" CONTROL JOINT END TO END CONDITIONS U5E FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLA5H I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKET5 OR 5U55LE5. STEP 2 SECTION TAKE 5ECOND PIECE OF FORM FLA5H I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND 5HEATHING. TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLA5H I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO 5HEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (5EE TYP WALL 5ECTION) NOTE: 51DE LAPS OF METAL PLA5TER 5A5E5 SHALL BE 5ECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH 0,0415-IN. N1 I-MM) WIRE AT INTERVALS NOT MORE THAN 911 (229-MM). A5 PER A5TM C1063 1.5.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEAR5 MAY BE PATCHED PEEL 8 5TICK WOOD 5TU z 5HEATH WRB #1 TAPED T SHEATHING w/ WI #2 OVER TOP. Wf #2 TO BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH, METAL LATH TO HAVE II' VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: KTS. WOOD 5HEATHING WATER RE515TIVE BARRIER LAP 51DING (PER BUILDER) MINIMUM LAP (PER MANUF. 5PEC5) WEEP SCREED STARTER 5TRIP (PER MANUF. 5PEC5) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'IX7" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FL,45HING 5TRIP "L" FLASHING 4 SCALE: KTbNTb. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" is VERTICAL LAPS (ROLL ENDS) 4 6" HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I" METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OvER ALL LAP VERTICAL LATH & PAPER DETAIL $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING 5HEATHING LEGEND DRAINAGE PLANE '. (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) STUCCO WRB LAYER #2 z (rvmi iritn=m BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0- WOOD 5HEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R-103,11 / A5TM C-541-09, 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 Desol n n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII ��saoomosooy SUBDI'V. 8e LOT: OAKLAND LAKE (LOT 15) MO DEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE '11/2/18 WAISC LE:1/4"=1'-SHEET A R C H I T E C T S $° THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1" MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3" EXTEND 1/2" BELOW SHEATHING, MECHANICALLY FASTEN 4" O.G. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 8 WALL INTER5ECTION5 WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 y" ABOVE SHINGLES SELF -ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER A5CIA WRAP KICKOUT DETAIL 5 SCALE: KTS. """ " "" ''ECEIVE 1 COAT OF SHER-CRETE ;ONCRETE WATERPROOFER or ;OAT PRIOR TO ELEC. METER ON (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION APPLY SEALANT AT TOP 4 511DE5 OF ELEC. METER BOX AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC I50CYANATE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) / '—FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WAI "PIPE PENETRATION DETAIL" APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT WRB LAYER *I, 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, y4" SEALANT @ JOINTS ALL AROUND $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) DRYER VENT (FRAME) 6A SCALE: N.T.S. BUILDING PAPER OVER "QUICK FLASH" PIPE THROUGH WALL BUILDING PAPER UNDER "QUICK FLASH" WOOD SHEATHING WOOD WRB LAYER #I, - :.ON5TRUCTION 5TUCCOWRAP (OR WOOD APPROVED EQUAL) SHEATHING WRB LAYER 02, WOOD ' FORTIFIBER CONSTRUCTION BUILDING PAPER (OR 8" CMU APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WOOD FRAMEDA PLASTER WALL %$" TO I/V MID -WALL = WEEP SCREED 6" SELF -ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME VENT PENETRATION A SCALE: V.S. -WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) -METAL LATH —1/5" TEXTURED FINISH WOOD -FASTEN TO WOOD STRUCTURAL MEMBER Q I' O.C. MAX $ %8" TO V MID -WALL WEEP SCREED `6" WIDE STRIP SELF ADHERING FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH @ MASONRY HORIZONTAL WEEP SCREE] (FRAME TO BLOCK; (D SCALE: N.T.S. NOTE: PROTECTED FLA5H TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" PAST EACH SIDE. STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY PROTECTO FORM FLASH I IN A SINGLE FASHION TO COMPLETELY COVER THE BOX, WOOD 5HEATHING WRB LAYER 1*1, 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 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 1 STEP 4 NOTE: ATTACH PER MANUF. SPECIFICATIONS MAKE AN "X" CUT THROUGH THE PROTECTO FORM FLASH 1 IN THE CENTER OF THE BOX OR OUTLET OPENING EXTENDING TO NO CLOSER THAN I" TO CORNER. APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS gTFP 2 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT -a ALL SIDES DRYER VENT BLOCK 6 B SCALE: V.S. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A LEGEND DRAINAGE PLANE (WRB LAYER #l, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 1*2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R-103.1.1 / ASTM C-041-091 MIN. 2.5 L55. PER 50. 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.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH III EXTERIOR ELECTRICAL RECEPTACLE STEP 5 9 SCALE: N.TS. CONSTJ STEP 3 STEP 6 Design p 10U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Ag �IIIIIIIIII L�00�000�0m� sveDiv a� LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAT : �11/2/18 SCALE: 1/4"=1'-0" SHEWA2ET LEGEND A R C H IT EC T S WOOD SHEATHING WOOD CONSTRUCT ION Y4" HAT CHANNEL W/ %" TYPE "X" DRYWALL WOOD 5HEATHING WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) S" THICK 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AMro6-WFWC--150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) p0 NOT CAULK OR SEAL GAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM(o6-WFWC--150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING ' PAPER (OR APPROVED EQUAL) II 6" 5ELF-ADHEREING FLASHING WRAPPED a CORNER OF CANTILEVER x• niu �P x AMIGO AM(oC-WFWC-750 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) ,CASING BEAD DETAIL C CANT. 1 0Afir-5- N.Ts FIN15H LAYER (2 LAYER PEEL 4 STICK) 6" PEEL 4 5TICK 6 DRIP EDGE TO DECK 1 1211Xl Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 15t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER (0" PEEL 4 STICK e DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 5TICK 112"XI Y4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD 4 SEALANT $" THICK 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD =f"COMPONENTS PULLED APART FOR CLARITY DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH STUCCO WOOD 5HEATHING SELF-ADHESIVE FLASHING X X X X a a: VINYL (OR APPROVED EQUAL) CASING BEAD 5/5" TYPE "X" DRYWALL W/TEXTURED & PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL_ (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,2" MIN. SPACE FROM DRIP FACE TO TREX %4" GAP FOR BACKER ROD 8 5EALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, %" MIN. SPACE FROM 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER NOTE: 3, CORNER BEAD FASTENED TO METAL LATH: LATH TO BE 5HEATHING 6 1" O.C. MAX. PER FBC R103.7.1 / A5TM C-541-09, MIN. 2.5 LBS. PER / WRB LAYER 11, 5TUCCOWRAP 50. YARD (UTILITY OR I:; (OR APPROVED EQUAL) NOT WOOD 5HEATHING NOMINAL LATH DOES MEET SPECIFICATIONS) METAL LATH �- - WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD CONSTRUCT ION WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) 14ADRIP EDGE INSTALLATION 11 A SCALE: N.TS, %4" GAP FOR BACKER ROD 8 SEALANT VINYL (OR APPROVED EQUAL) CA51NG 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 1 Y"XI %" P.T. OR 51MULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 5TICK) WRAPPED FROM BALCONY Y4" GAP FOR 5EALANT 4 DECK TO CANTILEVER OPT. BACKER ROE) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION ***COMPONENTS PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN 5EALANT, WHERE APPLICABLE CORNER BEAD C FRAME 1 2A BGALE:NTS. CORNER BEAD (FA5TENER 8 SPACING @ I" O.G.) CMU %" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 12B SCALE: NT.s. COLUMN 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 6" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 %2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 y" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6" 5ELF ADHERING 4 FLASHING 1 y2°x3" "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT / X 3" 26 GA. GALV. METAL DRIP EDGE 7111-1, SET IN FULL BED OF 5EALANT, Y" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 8 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 41' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION C COLUMN W/ 'T' FLASHING 1 1 li SCALE: N.TS. 1Desi n 1 oU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 11111111111 5711mmm 8 N O E O C O L SVBDIV. Bc LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 XXX00-01 PROJECT#: R5025.015/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT: STATE OF FLORIDA 0?TIL MEV DATE 11/2/18 SCA M: 1/4"=1'-0" SHEE T WOOD 5HEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 11, 5' (OR APPRO, WRB LAYER #2, FORTIFIBE PAPER (OR APPRO� r $" TH CEMEI Kl" 5ELf WINDGvw %.ywc= CASING BEAD C WINDOW (FRAME, NO BAND) 1 Jtl SCALE: N.TS. WOOD CON5TRUCTION BEYON: WOOD 5HEATHIN WEATHER RE515TIVE BARRIER WEATHER RE515TIVE BARRIER %6" X -I Y4" LAP SIDING W/6" REVE4 6" 5ELF-ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'5 INSTALLATION IN5TRUCTION5 DO NOT CAULK OR SEAL OPENIN GALV'D METAL "Z" FLA5HIN SIDING BLOCK TO STUCCO CA51NG BEA TO STUCCO FRAME TRANSIT WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 5i6" X 1 Y" LAP 51DING W/6 REVEAL (o" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'5 INSTALLATION IN5TRUCTION5 DO NOT SEAL OPENING GALV'D METAL "Z" FLA5HING E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%$" FLEXIBLE PVC BACKER ROD) 6" 5ELF-ADHERING FLASHING %$" THICK, 3 COAT CEMENT PLASTER WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12. iTUCCOWRAP > EQUAL) 1G =ORTIFIBER R (OR JAL) WOOD 5HEATHING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH S" THICK, 3 COAT CEMENT- PLA5TER IYL (OR APPROVED EQUAL) - WOOD SHEATHING WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CA51NG BEAD METAL LATH 6"SELF-ADHERING FLASHING (ExP>_°pE� 8" THICK, 3 GOAT VIEW FOR CEMENT PLA5TER DRIP CAP CLARITY) WINDOW FLANGE WRB LAYER 111, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6 "5ELF-ADHERING FLA5HING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 1 J D SCALE; N.tS. SELF -ADHERING FLASHING EATHER RE515TIVE BARRIER 11 EATHER RE515TIVE BARRIER #2 TARTER STRIP PER IANUFACTURER'5 INSTALLATION 15TRUCTION5 " SELF -ADHERING FLA5HING FALV'D METAL 7' FLASHING >O NOT CAULK OR SEAL OPENING ;ALV'D METAL "Z" FLA5HING 5TUCCO CA51NG BEAD WOOD CONSTRUCTION BEYOND 6" 5ELF-ADHERING FLA5HING WEATHER RE515TIVE BARRIER #1 TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 GALV'D METAL "Z" FLA5HING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER #1 TO LAP (o" MIN. ABOVE TOP OF "Z" FLA5HING 6" 5ELF-ADHERING FLA5HING WEATHER RE515TIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%$" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER 02 SIDING TO STUCCO C FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO f . a a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-847-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP -Ya' GAP TYP CASING BEAD To WINDOW 1X TRIM MEMBER a STUCCO TO SIDING TRANSITION SIDING —I Ya' GAP TYP CA5WG BEAD TO TRIM s" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP L WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG BEAD (0" 5ELF ADHERING FLASHING OR PEEL 8 5TICK SIDING TO STUCCO � CASING BEAD 1 `t &GALE: NTS. ( CROSS-SECTION) WOOD SHEATHING METAL LATH WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $ THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) .. WRB LAYER #2, FORTIFIBER 11 4x BUILDING PAPER �' (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD C RAISED BAND FRAME @x4E.. N.TS. METAL LATH \ /5EALANT WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD 5HEATHING WING^" I A kAt—' \--WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPR2'OVED EQUAL) CA51NG ' (W/%$" FLEXIBLE PVC BACKER ROD INCLUDED) #APPLY FULL BED OF 5EALANT BETWEEN FLANGE 4 BUILDING WRAP ry &u­ BEAD WINDOW CASING 1 ( S. $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WR5 LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%s" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6" SELF ADHERING FLASHING WOOD 5HEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S 4DesiFn Groulsnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �om�om000v� SUBDIV. 8t LOT: OAKLAND LAKE (LOT 15) MODEL: 1722 X?0x00-01 PROJECT#: R5025.015/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1NOV O Mi DATE;�1/2/16 SC :1/-4"=1'—O" SHEWA4 ET CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER 5HEATHING OVER WE) 5TUD WALL STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 u SCALE: RTA (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 SA scALE.. uTBurs. lG INSTAI MASONRY TEMPORARILY FOLD-UPli 5ECURE HOU5EWRAP (01 -ri 11V tl nP UNDER) at HEAI FOLD HOU5EWRA IN AT JAM55 $ 51l_ SLOPE 51LL R.O. T EXTERIO IN5TALL (o" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLA5HING MIN I" 5ELOW 51LL FLEXI5LE FLASHING DO NOT SEAL 50TTOM FIN ALIGN FLEXIBLE 5ELF-ADHERING �51­1ING W/ INT. EDGE OF 51LL R.O. MECHANICALLY FASTEN FANNED =DGE5. (CAP NAIL5, 5TAPLE5) STEP 2 INSTALL 5ELF-ADHERING FLEXI5LE FLA5HING A5 THE FLA5HING AT THE SILL 101 WMIR NOTE: 1, IT 15 THE CONTACTOR5 RE5PON5151LTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCT5 INCLUDING HOU5EWRAP, 5EALANT5 4 5ELF-ADHERING FLASHING MATERIAL5 U5ED DURING CON5TRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURER5 WRITTEN 5PECIFICATION5 $ WARRANTY REQUIREMENT5. WARNING: SEALANTS AND SELF ADHERED FLA54NG MAY REACT ADVER5ELY IF NOT COMPATIBLE. NOTE: TION 5EAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (" 5ELF-ADHERING OVER VINYL HEAD S (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLA5HING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/a" NOM. CONTINUOU5 5EAD OF 5EALANT AT JAM55 AND HEAD or APPLY TO SACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLE5 OR 5LOT5. 5UPER 5TRETCH \ BUTYL FLA5HING STEP 3 L-a" VERT. END DAMS REOT). AT EACH END OF 51LL 0 1 Pi r 1 8" MIN. TEXTURED CEMENTITIOU5 COATING OVER BLOCK 15EWRAP DOWN 4 DIAGONAL CUT $ -LEAD OF WINDOW 8° MIN. TEXTURED CEMENTITIOU5 COATING OVER 5LOCK STEP 4 STEP 8 IN5TALL A 51LL DAM OVER THE BUILDING WRAP AT THE BACK OR THE 51LL AND THEN IN5TALL THE 5ELF-ADHERING 5TRETCHA5LE FLASHING 4 APPLY SEALANT AT END5 OF 51LL DAM INSTALL WINDOW PLl LEVEL AND SQUARE I MANUFACTURER5 WRI1 IN5TRUCTI APPLY MEM51RANP FLA5HING OVER JOINT IN5TALL 6" WIDE ADHE5IVE 5ACKED FLEXI5LE FLA5HING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) d-1 $" MIN. TEXTURED CEMENTITIOU5 COATING G OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS 5$) (MIN. THICKNESS g") (MIN. THICKNESS e") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 011li1 e7 „8a MIN. TEXTURED CEMENTITIOU5 COATING OvERFRAME STUCCO OVER FRAME (MIN. THICKNESS a") SIDING LOOK S. FLORIDA A R C H I T E C T S Desirn Grou Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: OAKLAND LAKE (LOT 15) MODEL 1722 XXX00— 01 PROJECT#: R5025.015/00001 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT C 11/2/18 SC :1/4$,=1'-0" sxEET WA5 J J J All A P P A A A A ( 7 0 7 � 7 A A F / f AS APPROVED TRUSS ANCHOR BY BUILDER TRUSS BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS PLUMB CUT OVERHANG 4 1/16" HEEL HEIGHT 5Y\\t\a�5 M am ALL CEILINGS ARE FLAT AT BEARING HEIGHT I TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (D HUS26 © HGUS26-2 © THDH26-2 QE HGUS26-3 EO THDH26-3 QD OD RT16A © CONNECTION BY BUILDER REVIEWED O REVIEWED AS NOTED REVISE & RESUBMIT El REJECTED/ RCSUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only. Notations Do Not Authorize Changes to Contract Sum. Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents, The Contractor is responsible for confirming and correlating all bootities, dimensions, tolerances, clearances, fabrication pIONCI as, techniques and sequences of construction, eompntibility of materials and materials coordination of their work with other trades and subcontractors erformance of work in a safe and satisfactory manner a r full compliance with Ike Contract Docu mmus. aF PLAN SCALE: /IB = 11-0" ELEVATION "A" M DATE! "—1 / RMEMfEDBY GROUP Nov 2 9 2018 ST, Lucie Coil ,e NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. -SIGNED — TITLE FaTiflI 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 supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINGING DURING ERECTION; AND PERMANENT BRACING WOCH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE 'BCSI-81 Summary Sheol COMMENTARY and RECOMMENDATIONS far HANDLING, INSTAWNG h BRACING METAL PLATE CONNECTED WOW TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WTH REASONABLE CARE WRING ERECTOR To PREVENT DAMAGE. W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E i TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �-H HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(low-rise)/C-C hybrid Wind ASCE 7-10 Exposure Category : C. Bldg Category : 2 Wind Design Velocity :160 MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 15 % Brim M Ble*v Stmct Fna U6051 2590 N. KINGS HIGHWAY FT. PIERCE, FL 34951 (772) 464-4160 Trusses shown on this layout are a component part S of the building and show truss location. Proper erection, temporary and permanent bracing design "�SOLTTHFAN TRUSS (772) 464 are the responsibility of the building designer or his engineer. Lateral bracing shown W the individual truss drawings �coMPANMS, INC. must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951 1OD klO • 1f 00 Z I CUSTOMER Plan — 1722 Elev '- SCALE: DATE; DRAWN 6Y; DRAWING NUMBE 7kes 3/16"=r—D" 6/01/2018 1 dhc 1722—A r