Loading...
HomeMy WebLinkAboutBUILDING PERMIT APPLICATION13 5 2 XXX00-00 FORM ryanhomes.com DESIGN CRITERIA: 7LO%IDA BiJILDINn COD1 RESIDENTIAL (FBCR), 6TH EDITION(2017) *ALL LOCAL AND STATE CODES *OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS C • BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY - EXPOSURE C el -STORY RESIDENCE - \ • 2-STORY RESIDENCE - MAX. HEIGHT M PER LOLL AND ST4TE C • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 1 SQ.FT. CALC.IS SQ.FT. CALC.'S IST FLR LIVING 1,452 80. FT. GARAGE 3W SQ, FT. TOTAL LIVING ENTRY LANAI 1,845 SQ. FT. 19 SQ, FT. 80 SQ. FT. TOTAL 1,944 SQ. FT. CUBIC VOLUME LIVING 12032 SQ. FT. AREA CALCULATION TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN Speed° Topographic Weathering Frost line Termite` SNOW DESIGN DESIGN UNDERLAYMENT b HAZARDS FREEZING ANNUAL LOAD (mph) effects" CATEGORY' depthb TEMP` REQUIRED' INDEX' TEMP' N/A 160-C N/A Negligible N/A Very 45 N/A N/A N/A N/A CONTROL DATE 01-01-10 WIDTH DEPTH (ELEVNTION B) 40'-0" 47'-4' LANAI 4020" 55'-4" 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 NE D OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORR CT 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 MAN R. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO R I's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. REVISIONS DATE I DESCRIPTION SHEET NO INDEX OF DRAWINGS DESCRIPTION [lTNOWN.'" FOUNDATION PLAN DOWEL PLAN LINTEL PLAN LINTEL LOADS AND DETAILS - CAST-CRETE & FLOOR PLAN ELEVATIONS TRUSS PLAN - ROOF 1 8 1 PRODUCT APPROVAL DI FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAILS 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 E W :Q o F V ah w� A� Q q 2 5 h A 0 0 N M v b ro t. 01 m SVBDIV. 8e LOT: 0 AKLAND LAKE (LOT#66) MODEL 1452 XXX00-00 PROJECT#: 02784.000/00066 PAGE: COVER SHEET 160 MPH EXP. C DATE: 6 /2 9 /18 SCALE: 1/4"=1'-0" SHEET c S OF am 0 V Y Q LU 00 00 U� W w U J W �a ME Q c' N0 Z W 0. Ln SCANNED St�«Baounfi✓ JUL I ® 2018 XXX00-00 ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH RISK CATEGORY II •EXPOSURE CATEGORY — EXPOSURE C el —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROKAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 GROUND SNOW LOAD N/A SQ.FT. CALC.'S SQ.FT. CALL. IST FLR. LIVING 1,452 Stl FT. GARAGE 393 Slab. FT. TOTAL LIVING 1045 SllCL FT. ENTRY 19 eim. FT. LANAI w W. FT. TOTAL 1,944 .. FT. CU5IC VOLUME LIVING 12032 W. FT. AREA CALCULATION WIDTH (ELEVATION B) 1 40'-0" LANAI 1 40' - 0 $1 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1uT Speed" Topographic (mph) effects" 160-C DEPTH 47' -4" 55'-4" TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SEISMIC SUBJECT TO DAMAGE FROM WIND DESIGN , Weathering' Frost line Termite` DESIGN CATEGORY depth TEMP` Very 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 W N NO RFI's NAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. ICE BARRIER FLOOD AIR MEAN NDERLAYMENT HAZARDS FREEZING ANNUAf- REQUIRED" INDEX' TEMP N/A Negligible I N/A I „ 45 N/A N/A N/A N/A eavy CONTROL DATE 01-01-18 REVISIONS DATE I DESCRIPTION INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS El 6 TRUSS PLAN - ROOF Ef DI FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WA1-W5 WALL ASSEMBLY DETAIL A R C H I T E C T 5 1441 N. HUNALU REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6075 FAX:407-774-4078 www.abd esigngrou p.com AA N: 0003325 �IIIIIIIIII ovvov000v� SuBD77. & LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 X X00-00 PROJECT#: 02784.000 00066 PACE: COVER SHEET 160 MPH EXP. C ARCHITECT STATE OF F LOFUDA DATE: 5/23/18 SCALM 1/4"=1'-0" SHEET Csox� 8. RECEIVED ' ----I f JUN 15 2018 ST. Lucia GENERAL NOTES 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. 1. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS /PSFI A.1. SLEEPING ROOMS 30 1 A.2. ATTICSW/STORAGE 20 Al ATTICSW/OUT STORAGE 10 AA POOLROOMS 75 A.S. 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 Cl. "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) D.1, FIBERGLASS SHINGLES 17 D.P. CONCRETE TILES 25 E. WIND LOAD CRITERIA El BASIC WIND SPEED - VULT. - 180 MPH, VASD 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA, INTERNAL PRESSURE COEFFICIENT (GC-p) 0.18 E.5. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS _ - _ x0.18 F. GUARDRAILS AND HANURAILS LIVt LUAV tr�r1 F.1. GUARDRAILS AND HANDRAILS 200 F.2, GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL. LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED @WILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R3122.1 AND R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR-PERMSSBLE ME SBR THEE INSTALLED ACCOMPANYINGFLOR/SMOKE-DEVELOPED(LINGASSEMBLIES, INDEX NOTOO EXCEED 450 OOFICEILING ASSEMBLIES, WHEN TESTED WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT T® IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISfgD IN R702:3.1 OF THE FLORIDA BALDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN, WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0ORCLASS 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 Y2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVEBY NOT LESS THAN 5 / 8 -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 YrINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. 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 AS DESIGN GROUP (VIA WRITTEN R.F.I) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8-LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8, COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY §NGINEERED SHOP DRAWINGS. 1. A CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE R UIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. A CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED 0 ERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. A AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/a 0 4. P VIDE 6h AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. B1 kCE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. A EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %. 7. PI DVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE I ICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. Ct TRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 1. M ONRY 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. C CRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE M ONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. 0 WEND BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. M RTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. M RTAR 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 TI kN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. G OUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE P O VISIONS OF SECTION R606211 OF THE FBCR, 6TH EDITION (2017) T FI L CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. SONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINF CING STEEL 1. A CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE S NDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. R INFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. C NCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 12 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. D SAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0,45 TO 1.78 kg/m-) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL MPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R5062.42 (1) OF THE FBCR, 6TH EDITION (2017) 4. A L VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH IMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25', 5. F IN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' EREVER POSSIBLE. 6. EARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: 8.1. #5, W31 OR 031 AND SMALLER ? CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER YX" BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 7. NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 1. ALL ECTRICAL TO COMPLY WITH THE FBCR, STH ED (2017) AND NFPA 70, NEC 2014 EDITION. -. 2. ALL OKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DET TORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOT ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% F LIGHTING MUST BE ENERGY EPFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125- LT, SINGLE-PHASE,15-AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUITINTERRUPTER PROTECTION FOR PERSONNEL. 6. OUT TS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFI GERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT ESS 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 RANCH 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 INST LLED FOR EACH MOTOR VEHICLE SPACE, 1. WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. IL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 1 MEER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4, LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 5. NIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS, 6. l BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH.rWOOD. 7. TCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. R ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS INUFACTURER ATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 9, CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15132" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. OR SHEATHING SHALL BE STRUCTURAL GRADE '% SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 LL ONLY BE USED. 11. L SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER SPECIFICATIONS, 12. 13. 14, 15. 16. 17, 18. 19, 20. 21. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 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 T THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES 0 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 ES P TAKES NO RESPONSIBILITY FOR SUCH CH G CHANGE WHEN NO R.F.I. IS GIVEN T ARCHITECT, DESIGN N GROUP G 0 CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS G U 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. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO IJ240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE. PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WI NDSPEED/ EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION, o1 I mmolsl,e± 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 R29064 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. ®ECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM W 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. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) _ FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH " GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 - 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 -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -• VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2,1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION T11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 h W O F U x W ti A� a q ti m A x o E 8 N 0 E O L sUBDIV. & LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 Xxx00-00 PROJECT#: 02784,000/00066 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT 2 A.ABOUCHACRA NO 93723 DATE: 6 /29 /18 SCALE: 1/4"- f - 0" SHEET IGNoF JUL 1 0 2018 I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7.10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS /PSF) Al. SLEEPING ROOMS 30 A2. ATTICSW/STORAGE 20 A3. ATTICS W/OUT STORAGE 10 A4. POOLROOMS 75 A5, BALCONIES 40 AIL DECKS 40 AT STAIRS 40 A8. ALL OTHER ROOMS 40 R FLOOR DEAD LOADS IPSF1 B.I. ALL AREAS 10 C. ROOF LIVE LOADS _ C. 1. "" MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017) D. ROOF DEAD LOAD IPSF) D. 1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 160 MPH, VASD = 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC_pI) 0.18 E.5. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSFl R1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHI TECTBEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE 'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER' NOTE ON COVER SHEET (CS). 5. 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLBTED BALDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH TECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WI NDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14. WALL AND CEILING FINISHES SHALL HAVE ASMCKEDEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15, INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYINGSMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL BTH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 160 MPH MN WIND LOAD. R DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERM TTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3181NCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN MUM 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. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 'A -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 %-INCH GYPSUM BOARD OR EQUIVALENT. _ SITE WORK 3. 4. 5. B. 7. 8. 9. 10. 11. 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BU LDING 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 HEREIRSEE 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'- O' 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 BALDING 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 ASPECTOF 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 INACCORDANCE WITHASTM.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 THANIA 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 FlNSHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500.PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXI MUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH O2 WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKRLLINGAND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE, 8. CONTRACTOP/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ ASCE 6, 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 FM =1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH 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 R608.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. 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 1121NCH TO 2.251NGHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1110 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OFAT LEAST 25°. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. a" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B. 1. Mi, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CCNTACT WIT GROUND C. 1. #11 AND SMALLER 9/.• D. BEAMS & COLUMNS:- D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS ! 1+h• 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. CLCI+ I KIL#AL 1. A ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITI ON, 2. AJ SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE Di CTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. N : ALL ROOMS/ SPACES SHALL HAVE AROFAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 7 OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. I 5. 12 VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRJIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. 01 TLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. R IGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20. AMP PANEL. - I 8. m r LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BEJNSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAdE T 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 IN TALLED FOR EACH MOTOR VEHICLE SPACE. llllln Ij 1. LL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU C.I. 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 ENGNEEREDWOOD ASSOCIATION: E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMER CAN WOOD PRESERVERS ASSOCIATICN STANDARDS 2. L STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIR) MACHINE GRADE LUMBER UNO, A Fb =1,100 PSI Fr =175 PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGER , BEAMS, HEADERS, AND POSTS. 3. UMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS N TED OTHERWISE). 4. L LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. INI MUM NAILING PER FBCR OTH EDITION(2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ILL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NITS WHEREIN CONTACT WITH WOOD. 7. [EATER TCHNG OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR BTH EDITION (2017). 8. R ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MD -SPAN FOR SPANS THAN IV ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. OR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 151320 APARATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS T MID -SPAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 10. LOOR SHEATHING SHALL BE STRUCTURAL GRADE''M." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NALED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 HALL ONLY BE USED. 11. ALL SHEATHING SHALL BE STRUCTURAL GRADE 7/1V OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD OR 15/32"APA-RATED O.S.B. OR 112 ' ZIP BOARD SYSTEM, INSTALLED PER FACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 42. 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 AB 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 AWRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAXES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX 8 OF THE ANSIRPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMTED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PANT. 19, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SI MPSON' STRONOTIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILSAS RECOMMENDED BY THE MANUFACTURER. IN THE LATEST CATALOG, 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEI LING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1, 000 SQUARE FT (92.9M). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2c6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. INVENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC. OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1'PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF.32" HORIZONTALLY, AND 10' VERTICALLY PER TABLE 2605.1 OF THE PBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINI MUM ''/V PVC (SCHEDULE 40), INSULATED WITH'h" AMAFLEX CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH 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, 8TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1, UNDER STAIR PROTECTION: A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 4" 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 ASTMC926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDNG BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- 1" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS - WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS -• DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -• WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-CIO63 - 11A AND R703 OF THE FBCR, 6TH EDITION (20W) 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 ASTM01063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C- 1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE I MPORTANCE, 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 GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTORS 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 4"9 M. MVMALU KCAUA14 CLVU. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.eibdesigngroup.com AA #: 0003325 r � ��oa000ecoo� oxmDIV. & LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 xxxoo-00 PROJECT*: 02784.000/00066 PANE: GENERAL NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA w: 5 Z3/18 SC :1/4"=1'-0" SHEETT M GNor or 8 SECURE STRAP 3%TO 6'x2ONIC,TAFW 2) A/C UNIT STRAP L R QUA 3 1/2' THICK—� "-gECURE STRAP CONC. SLAB TO UNIT W/ (2) 05xl 1/4 SWEET METAL SCREWS A/C CONNECTION TO PAD DETAIL }2-VM I r PLUMBING ISOMETRIC (SEWER) MODB- M2 WM HOMES 24'x24'xl2' GONG. FTG. 9' 0" 30' W/ (3) 1115 REBARS EA WAY ON 04AIRS MIN. 3' COVER (2-TYP) I I PA INE I F 10I_9ll ' 1 1/ 2T-3' ro I 0� I -j D1 HO. I DID I El • I rr� �j'•: - �ilalli� I it r 1 i 1 I' PVC CFIASE FOR FELEC, ■ u� L �J 117 o ISLAND 01-0' FIN. ELEV. `jwFIN. GONG. SLAB C31/P CONIC. REINFOIRMp IW 6'x6'-WA x WA ON 6-MIL POLY Eh4YL9rE VAPOR BARRIER ON HELL -COMPACTED GLEAN 111I r I i 1 1 r nil I t W. Z 3/4'CONDENSATE aaa:=a:asses `----y sa ro 1 `v 31R' CONC. SLAB BOLLARD I ■ + 4u 11 PAYERS ■ 24"44"O" CONIC. I 0 FTC. W/ (3) 05 ' 4 0 REBARS EA WAY ON 041 MIN. 3' COVER ■ (2-TYP) r PAVER LINE g I DI I 9 ■ 16'-0" I J'-4' b FOUNDATION ]PLAN SCALE- 1/4 = I'-0' ELEVATION A R C H IT E C T S 4Design Group"Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ��innnn E 8 E t C L' SxmDIV. I& LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 XXX00-00 PROJ'RI 02784.000 00066 ]PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHIITECT= STATE OF FLORIDA Ill DATE: -I 5 /1 O /18 SCALE: 1/4"=1' — O" SHEET 1 or qi_,—' n m m DOWEL PLAN SCALE: 1/4 = P-O' ELEVATION A R C H IT E C T S Des2Grou0lnc . LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"'IIII'' �vvvv000v� E 8 E 0 C L SUHDIV. & LOT: OAKLAND LAKE (LOT#66) MODEL 1452 MOO-00 PROJECT*: 02784.000 00066 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT= STATE OF FLORIDA DATE: (5/10/18 SCALE: 1/4"=1'- 0" SHEET 2 of 8 WALL LEGEND 0 8'-8' 5LK 5R3. SHEAR WALL SEGMENT WOOD FRAME BEAMws WALL INTERIOR, 2x4 WALL • 16' O.G, UNO. EXTERIOM WOOD FRAME WALL PER =[M M LAITY SPECFICATIONS. REFER TO TABLE "3 FOR MINIMUM REQUIREMENTS INTERIOR NON-BEARIN�s FURRINCs AT MASONRY ?E' WOOD FRAME WALL: 2x4 • • 24' O.G. OVER FOIL 24' O.G. MAXIMUM, UN.0 LOTT'S g ' CONCRETE P.O, BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-I IR'-4' Sn8-8-(lAUl1A PRESTRES6ED L-2 4'-8' 6n2-641All(OL RECESSED L-3 5'-10' 8/16-&4IAIA'81L L-4 4'-6' 844-641MOA- L-5 4'-6' 944-6-(I UML L-6 -1'-6' 644-6-(UUKU- 1--6A 9'-4' SA6-841)191A- L-65 It'-4' SA6-6419KIL L-6G i V-4' 0&-641MIL L-7 4'-6' Sn4-6-(l)U(0A. L-8 4'-6' 044-6-(I)U(OA- L-9 4'-6' Sn4-6-f1AII(OL L-10 4'-6' 644-6-f1)190A 4^qsTm4AlGTIld LINTEL SCHEDUL LINTEL NO. LENGTH TYPE COMMENTS L-1 Il'-4' 8F28-115M FRESTFiE88ED L-2 4'-6' 8RF22-OB/IT RECESSED L-3 5'-10, S%-OBAT L-4 4'-6' 8F24-05/IT L-5 4'-6' 8F24-MBM L-6 1'-6' 8F24-BM L-6A V-4' SF16-11UT L-65 II'-4' s%-16/1T L-6C V-4' 8FI6.1811T L-1 4'-6' 8F24-OW L-8 4'-6' 8F24-0B/IT L-5 W-6' 8F24-OBAT L-10 4'-6' 8F24-OBAT 25-SH L-4 EGWSS LINTEL PLAN SCALE: 1/4 = I'-V' ELEVATION '5' 25-SH E(sRE55 A R C H I T E C T S 6 Grouon PH: 407-77"078 PAX:407-774-4078 www.abdesigngtoup.com AA#: 0003325 r � �m000mouom� SUBDIV. & LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 XXX00-00 PROJECT:: 02784.000 00066 PAGE: LINTEL FLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE: 5 /1 O /18 SCALE: 1/4"=1'-0" SHEET 3 of g SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS INITCI G AA= I r sAr A el MAi TI IMEN�A1,xtu�.Di'dNP.{iiTlE v ®®KMENN i'2' f 1.f✓er�+J.� ,�lI4�'nn)R'.-t6:� ri/el .i(:6sf"�f AA ®® Him®�® MP :. +d.f",+li,4+/";�J�%%.+',+Nini'fr.+$''.i',+f %sY lJl %+Ml� r ! ner/.!/l{% r rJ'.%✓.+'rJ.!'j.+4+>!�>♦ +r rrrr- .. ®®i4i ®® lrr 6r vX �31k:"iNV"Mtf ,Jr+iiY✓f✓%%A1% ®�,� F�r�l✓�y/rlrr4�H,1_;®��£T.+kP,faBfaa •A'Mlut ®©I WYFF+AN1W5at% /'/rFI.IJ/'��>.4��;llJ,4N?fi'%f MWIM DE. 111 CI P MIMEal -- ® '3 wr ✓l/,+1+16m�pvy �r®��!iai//x{ ®y��� /�ia�.J""{Fws�f3J.N.R�r/'f'���il/ "•r/ • 4Y�{/:: f/,,.lJ�+iwrrJe II®F.'y'®©®® 'i /'.+i'i:{%.' //r'% i1rs''',/.r�. ,1'r'.s'', %✓il.+l .'#+/.G'// � i'✓%ii t''J',r'.'>k'fd/`% ffF I�f - /%/®./+r®`''L.^rfi,w�.f�'ri,®.+4a.•i�.+'r.,�'ri'i 1!'/r/% A PRcr AAT III/n"RECESS r>OOR H-I. 141F_LS SAFE. LOAD5 (LBS/FT) NE al AST RETt LINTEL SCHEDULE 0 =4 M,4TERIALv I. 11 5" precast lintel - 4000 pat 2. F'c prestressed lintel - III pal 3. Grout pear ASTM C416 fg - 3000 pal w/ maximum 3/5 Inch aggregate 4 S to II Inch slump 4. Concrete Masorry Units (CMU) per ASTM CW w/minimum not area comprasslve strength - 1900 POT 5. F:ebar per ASTM All grade 60 G. Prestressing strand per ASTM A416 grade 210 low relaxation 1. Mortar per ASTM C210 type M or S GENERAL NOTE5 I. Provide full mortar bad and hand Joints. 2. Shore filled lintels as required. 3. Installation of lintel must Comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with SUP long notches at the olds to accommodate vertical call reinSDroing and grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel deflection information. 6- Bottom field Added ebar to be located A the bottom or the lintel cavity. T. 7U52' diameter wire stirrups are welded to the bottom steel for macha TIcal anchorage. a. Cast -in -place concrete may be provided In composite lintel in ILau of concrete masonry units. 9). Safe load rating based on rational design analysis per AS] 315 and ACT 530 10. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of etucoo applied In accordance with ASTM C-296 or other approved coating. II. Lintels loaded slmultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should ba cracked For the combinad loading with the Following aquatlon: Appliad vertical load, Anolled horizontal Toad 510 Safe vertical load Safe horizontal load 12. Additional lateral load capaety can be obtained by. the designer by Provlding additional reinforced corcroto masonry above the lintel. 5" dotal[ at right, SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU PULL COURSE CUR TYP (2) 5 RFF54R e a GR40 or GR60 5,41=E LOAD T,45LE NOTES 1. All values based on minimum 4 Inch 1. FOr composite lintel heights of shown, use safe rlalniral bearing E35captlan. 696fe;1dal For unfilled load From next lower height howl. 11ntelb mot bo reduced by %6r If bearing length la S. For Ontela lengths not sho use seta load from lees than 6 1/2 Nil next torl cat larl shown 2. N.R.= Not Rated S. All oafs ,coda in units or p nda per linear Foot 3. Safe loads are Superimposed allowable loads. 10. All safe loads based on ei ly supported 4. Safe loads based on grade 40 or grade 60 field span. rebar. II. The number In the the paren eels Indicates the 5. One Ki rebar may be subatitutad for two AS radars percent reduction For grad 40 Field added in S" lintels only rebar. Example 1'-6' lintel t a SF32-IB safe 6. The deal,ano' maS *va lua to concentrated leads da by ggravity load • 6412ow w/ 15 reduction 6472 From the safe load tables calculating the t.ee) = 5501 PH, ' maximum reelsting moment and shear at d-away from face of support. T'i-FE DE51GN,4TI0N _ 4 = F = FILLED WITH GROUT / U = UNFILLED t7 �7UAN?IT7 OP a5 REE5AR AT (J LU BOTTOM OF LINTEL GA\4TY Q F 4 e /yy/��''11 1 �j--� 11 !n T OF10 - 5/1T n Z jj - z `QUANTITT OF w5 S Il AT TOP LOMINAL �. HEIGHT NOMINAL WIDTH 1-5/a'ACTUAL NOMINAL WIDTH S' i 2 AT TOP Ill 1-1/2 all SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LAPEL WOE LAIEFEAL (PLF) LOADS LM1EL Tool Lrga 1 all PLAN V' ' SOLID Taal LagN 2'-I0' F RN'k 19TB B%4 s'-® 3'-6' P' A IWB 231E 4'1' 4'-0• Et oW 1614 4-1- 4-0 R a! an Pas 4'1' 441 R¢et 5% 1163 4'1' V_- PYRak 6% CST a'$' 5.10' FYY28t SO Ae5 6 6' 6'-1. F,a 'i 614 DNA 1-e' 6. Prym 6a ISO 9'a' 6'-B' PI 513 OF ,R, T-6' R.A 446 as T." Pr�ael 425 Bea 01-0 Frew', 381 BN a-4' Pr.n 554 145 9'4 FH.'l 211 5b3 Im'-6' Prune el Iffi ab T-4' P,smo 19B 620 12.4, Proud 164 a49 Ira• Prrzk I43 5N 13'4' Pmael IK 404 I E�A at SET 4-F Fatraeed NA. 5P W.A. Ratne=ed NA, 301 11'-4' f+e+tr®ad NA. 22 19'4' "The ud NA. tIb 20-13' Rasirt'l U. 69 21'4' Ravalod NA. at 14'•0' fteeVex6d NA. 93 NR. Nx Peca,vEadri LOTTS rg CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) it P11P 0 NOMINAL WIDTH/HEIGHT OF LINTEL r PLAIN OR SOLID LINTEL 18/16-P-#U/#Q No, OF ADDITIONAL #5 BARS IN UPPER_ OR LOWER LINTEL CAVITY eAFE LATERAL LOAA4 (RIP) Taos a' DOOR ROPER PLAN W DOOR HEADER SOUP F.k ITU 201, P.m am 1611 F.40 Sol B21 Pne:aat 109 tl% Pra:ak 653 M1Sb F...t Prmcak 4n 1B1 Plscak Yb w/ Precak 2% SYa !aROU 43 Il 4K AT BOTTOM OF LI EL CAVITY 50TT REINFORCING F-FROR DED IN LINTEL VARIES) GENERAL. NOTES: I. CODES I.I. FLORIDA IBUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 A R606 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS III IS 4 2101. 13. BUILPING CODE Riilow 7SMENTS FOR REINFORCED CONCRETE (ACT 318-08). A. AMERICAN SOCIETY OF OIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASOE 7-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 25 DAYS: 21.1. PRE -CAST 11115TANDARD REfNFORCEMENT-4000 FBI 2.12. FRBE-GAST WIFIESTRESS REINFORCEMENT-6000 PSI 2.1.3. GROUT PER ASTM C416 - 3000 P51 W/ MAX. 3/5' AGGREGATE, S' TO W 5LU1-F_ 22. REINFORCING BARS: 221. STEEL PLACEP IN MOECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 222. STEEL IN LNTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A675 (GRADE 40). 23. F'RE-STRESSED STRANDS All A416 1-WIRE, STfEb6 RELIEVED 210 K51 14 DETAIL REINFORCEMENT N ACCORDANCE WITH ACT 315. TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x B" LINTELS LINTEL LkFI CLEAR SPAN LINTEL TYPE LINTEL STEEL IMll Gal CApACI1T (Ift Tom GRAVTT C ACITT TIM ORJ URJR CAPACITY PaL rim (WEST CAPACTY (U5L (Noel) BORGM BAR TCP MR GRAINTY CAPAOIIT T`-v 741 BREcAst (01 (2)1 410 1aW OR _ dRU 3'-6' 2'-2' PRECAST (2) R (2) R NTS 3381 W31 05 4615 4'-0 2' -V Ast (2)R D)R no rm SMI 53% SEA 4'-6' 3'-1. Ell (2)R C)R 13/3 M 216E 260W 2608 11.1 3'-4" PRELtAT D)R (2)R R32 2011 Win Z411 2421 3 4 4.0' AST (2) `3 (2JR 641% 165T A51 m Uel W.W.4-6' PRECAST Ms (2)R B60 MCI$ 1423 N'm lfin 6 4 5•0' AST (2)M (2)R 14m Rai UM U16 140E 6.6 5•P' AST fP)M f21R 10 R32 1232 F45 134E 6-B' S•/' CART (2)Al (2)R am M4 IN �I 129E 1.6 6.2 A6i 0)14 (2)7 510 So So ask lm T-8 64' FRECA6T (2)4 (2)1 551 959 SO 194 INN 8-0 V.S. EFEGAST (2)M (2)R 50 SW a0? Tu %4 8-4 1-1 FRELAST (2)M' (2)R AS %I %1 648 3t PRECAST (2)M (2)R 4M T26 126 403 190 lm a 9-2' FmRnI 1 (2) M (2) R 354 60 615 So 615 114' 10'-0' PRECAST (2)5 (Vs 30 %t %1 3T son i m to'-8' LAST C) `5 121E TIP 5Fi W 2T1 $61 13 6 11'-2' Ii�ECASi (T) `5 (219 211 4% AS 2N 5R 13 4' TO PRECAST (215 (2)5 255 458 PEA 3M 442 14 0 12 V _ PRELA5T (2)5 121E 239 430 AM No M 14 B 13 4' FRESTRE%ED 0)M (2)R MR. a 4E = -046 15 4 14 0' FRE6TREwED (2! 4 (21 R NR 319 PS 2b Am 114 16 V EMBOtIENED (Wal 11 NA. NA.. Too 2% 163 3n 15-4 Vol PLmoBED (2)5 (1)9 NR n4 IN tll 154 20-0 16-e IPgo1Tg£6ED (2)5 (Z)9 NR Tat a01 122 131 T 4 20 0 FFESiRE90ED 12) 9 19 it ITT l IN 10.6 n cr 20' 0 P�1ff90ED (219 IN NA. 164 04 IRO I% 2+ 0 PP 8 I FRESTTEONO (P19 1 13, V NR 131 E2 ed 163 �: 4..�a��+sae=rL•l TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES WE WORKING LOADS (PLF) 8' R 16' COMPOSITE LINTELS LNIEL IBY1H CLEAR SPAN Latin TYPE LNIE. STEEL GRAVITY CAFACTY (ORL(In, GRAVITY CAFACIrr (lard. nm IFLFT cAPACHOr flw5 (IAU UPUIT c4FXftT (IRL (am eOt OMEAR TOP BAR u- I'a 2 mmDm V4' RECAST (2)R 0)1 lini 4000 16e90 WOOD 1'-0' 2149' FfSCABi fR)R 0)R (2)R 4261 411 imm00 SO b139 SEEP 4MI wl 3.7 PRECAST G)R 4'4V 3.4' T (2)R - ( R R44 0414 604E OOPS 4'-0 PRECAST f2l9 END 6431 44Zi 7047 390 P01S %mm 15430 (214 M 4116 41S 2M 4411 6-b' 5-Y PIRECA9T Di 0)R 3934 3934 2510 4151 6-B' 5-4 P�CWT f3/4 DU 3115 3111 1 203 391E T-6' 6.1' T RJ4 C)1 291 257 2030 Soso 1 d' 6 4 PRECAST a) R 2136 Trills 99a rWi 6'-S' FRECABT DV 0)R 29N isy ITS'L 21pu B'-1' 1-®' PRECAST (24 0)1 aw ISS NO 250b 1.4' ! 8.17 PRECAST a 14 (2JR 1%9 196a U38 205E 10'4' 1 9' -a' T !4 0)R 1 Am On 605 11'-4• 10 -0' PRECAFT Qua (2)9 las N86 195 ESN R-V tVo. PRECQIT (21S (INS IUD 038 Air 131E 11-b' II D. PIR3CAST (P)9 Val 01 04 2% 3-4' 12.0' PISIBI (21S (2)9 Iw4 144 549 112E A'-0' 11.9' FRECAST (7)9 (219 101 m66 486 W12 i4' • 19-V PRESTRESED (2/4 (2)1 ll K9 `*1 902 6'-4' '- " fPEBiREEBED 604 (2)12 PSI In 411 R3 n4' PRESTRESSED (2)4 (2) 959 993 925 a4l I04" PRESTRESSED Ms (P19 180 ITS 96p ae lI PRESTRESSED MS DES 129 149 4T9 I.4• 20.0' )S (195 z" N-0 8' ft)S 2)9 14.0' 27-W PRE na; (21S 621E 481 491 161 330 ABLE 3 REINFORCING SCHEOU LE & & LOAD CAPACITIES SAFE 'WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL L3WT4 CLEAR SPAN LINTEL irPE LINTEL STEEL GR4YIIY CAPACITY (W5L ORU GRAVITY CAPACTT (1,15L(Im UPLPi CAPACITY (IRLift tPLPi GAPACITT (VILOm 5oTT01'1 BAR TW BAR PRECAST FTECAST (2)R (11IT 7646 I0000 I0WD0 10000 -0 a-0' MC46T" C)1 O)R MOST KOOo VW l� 4.6 a-1.MC45T 0)R (2JR 4M2 1moo, WI 4-B 34 P CA5T (4)R (1)R AS Ib000 TmaPRECAST ())5 O)R 623E 10000 5138 4a' PFECAST 2J 9 V R bomb awe {66T 6-4 5-0' CAST (11 G1a2 6Y4 %1 6-0' 9.2' HffCABT !)k (71R a2b0 s270 3W6 6-0' 44 PRECAST (2)M asK aB16 3 1 12W 1-6' 6-2 F CA51 ()4 432 430 2636 1.9 6'.1.PRECAST (2)M 2) 4ON 2E06 B 0'6-8'PRECAST 2)M fv) 3130 3 ills B-4 1'-V RECAST (2) 2 3420 Wo 2018 9'4'B'-0'PRCAST (2)M 3134 2134 1610 l0-6' 9'4'C T CU ) II PB 11'-4- LID'-0' PRECAB7 (1 9 2J 9 Sol B54 man I2'-0' al CAST ) 2 n nib 9m Taus 124' II.2' FRCAST (2)5 (119 %&T 61 All 101 13-4` U-0 CART ( Bo1 Sol T3 M4 14.0 WO M# w (2)5 I"J99 Pea 6% SO 14.V E-4- fKSTEESM W14 21 e93 55 %T 01 15.e H-0' PREFFEOBED 0)4 Iu4 tR4 a% lU4' -o r,c,BDqmnp (2) ( 30 END 11-4- W-V PREBLREB%a 0Y5 2 186E 3 354 •oI PIE6TIRE66Eo (2)5 I w ni ISn9 9 66 21.4 1 20•o REBTRE9°ED (215 1 a 1 852 IF MI 22.0` 2 -e meat (P 151 11 51 SOT 2A- -b FREE REwl TOO J H9 I am 2114Z8 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LEN'iTH _ - CLEAR SPAN LINTEL TYPE LINTEL STEEL WANTY CAPACITY f0)SL CAL GRAM" CAPACITY rvaL CAU ta.F CAPACITY (Irx (TAU TIM CAPACTY Met. Om 5710111 lua TVP wu I'-6 1 PRECASTr m a mono 3'-a' 2'-R' REGABt - C)R 9%I 10000 I[�0 wp¢0 4'1 2'-a' 1 pRECABT (B f219 613E 10u'p0 10900 III 4'a 3'-2' PIECABT () ) R EONS WKOO 10L00 w60o 4'd 3-d' CAST (2L a 46S 10000 %29 w50® PRECAAT 1 (31R 1658 Kp00 TOM KW00 5'-l0 4'4b' PRECAST It f2 6231 10E90 six CmLO MRI ( (1)R 91o1 IEe90 419 aso CAOT f2) %% N81 BB3 6- ` V-V PRECAST (2)R M14 all 4291 900 -6' 6'-T flECA57 ( (V 1 62% "IS 3242 11 1-61. b'4' PRECAST 0 Div b938 W4 No &ISO FREC461 (V4 a%T San Min pFECAST (2}4 (21-' 'UR U31 401 a%l SAW P C,46T (L%^. 3126 3126 POP 385E ll V-2' PRECAST 01% «JR TIM M51 No W2a II'-4' 10-0' PRECAar fL9 255E 23M R19 22T 1021 PRLLA9i GIB (21'S (D9 23rb 230E m3 2291 PRECAST f119 PINT ,Sol 209E 13'-4 12.0'. i2" PRECAST U, II t2b ab Ibtl M'-0 12-8' CAST U M5 11 Er 161 IS 1DO -4' 6 (2 q (219 134E rAa 653 Rea B'- 4 -m' B ( Hy ( ) re Pao 1136 Y.6 m9 IFV' ( Pic 1510 9a 5'-4 - S ( O)R (1)9 9m 1310 311 3TI 135 2'-4 a'-0' BiRE9ffD ( o)9 I¢M2 1062 504 bol 22'•0 am' -a' 81TE%Ep ( O)9 %4 gill 265 % P 9 4 BI4 239 415 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S' X 28' COMPOSITE LINTELS UNTIL. LIENGTII CLEAR arm LAPEL TYPE LINTELSTRL GRAVITY CAPACITY (0MA Cm GFAMY CAPACITY CVI L ORD UFLIPr CAPAGTY (IM.L (m UKF1 CAPACITY (Il (25U BORON BAR TOP BAR 11-1. 212' FRrAFT FAR 49@2 Vale VOI Wool 4 I Z-0' P t () R (1- NETS ISSmm Immom 48 3'-2' P�&Y.dST IV 2)R 60M met VemD tell 4iww 3.4' FIEG46T (I) R (2) R Yam9 MO IV" Ioo00 E4_ 4.0' IFFECAST (2)5 (2)R 9871 10m0m 8365 al VW PRECAST OUS UP TEST ImOmO 68m6 6-4f III PRECAN 0014 (2)1 Ow Sam WI 100100 6W a'S 12J4 (2)1 0000 10MOV So 64T e-t' MISCAST TV% lR/R %%9 m o Sedl Ta i S-2' t IFIRl (2)4 (2)'a 1400 9%l Sees 1693 1 0 6-4' 1 PRECAST Or% all mail W Sala IS, 8 6 V PRECAST (V% (2)R 64S Dan 3315 6661 - a 4 1-0' PRECAST fDN (2)R Xbt sea, 3 i boll 9 b V.' PRECAIC [2 -4 (2)R 401 5066 Sea 414b 11.6. 5 2` PREGA51 IV -4 (2) R 3526 mAk! Sol MR 11-41 1 PREC4ET (2)9 (2)A 329y 521 3098 l2 O '-B _ RECAEi (D 5 (2) 5 299® 189E M6 TOO 41-61 1 PRECAST f2)9 W13 2115 210 On 1 249E MR. 1210' PRECA9T f2)5 (219 PANS 2416 104E 2166 14-0' Ra' FRP['AST 11)9 l2)'4 S)13 =6 22m 931 PO Id-e' a-4 - FR517465ED_ M 9 2611 28T Db V37 -4 W ' 6 53 v 2. 4 MW %M BU 11 4' WAY FRE6TRE56ED f2i'1 1013 I 563 516 - 19 4 m-o' PFB01RE%ED [2)9 ft)9 O I601 aw 0 e[6 20-0' b-o PRESTRESSED f2)5 (219 9 K% INNS 305 21 •d' 2D-0' FIH31RE°AtV f2)ra 1i6 130E an 663 669 PTA M-8' FIESIRE°.9ED f1)5 (2)9 12)E RQ BO 629 24-0 22 r8'_ PRESTRESSED - f'si5 (2/9 I0K II UR1 166 6]7_ TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL 113,61N CLEAR BEAN LINTEL TYPE LINTEL STEEL PLAN GRAVITY C•APACItt GRAVITY GAFACIIT (0ML OAD GRAVITY CAPACTIT fil (IRV UPLIFT GAYACITY (DOE (UBII URIF2 G4194l (I One Loral E ' . 2'- . 1 FRECAIC 1 0T. ID FO 5 So 7. 24Bp 4 m 2 0' 1 FRECA51' I (JR 0)V 1151 1172 425 1%9 4 6' 3 r I CAST Via I 148E 1409 4 B' 4 i (2)R a06 BI So labs 6 4' 4' 669 Sao 1 a 5'-m' 4'a' T () () R BTI BOA BOl W3 %S '4• 1".. T (2)R 4N 141 141 1S SR V B_r CAB 4 66 IV AS V-8' 8' ' PRECAST 2 4% an 65 6Y8 V0 1-6' 6-1, T 04 ( R 3B1 6% B% 8R 1 1'-1. 04 1 Mm 92/ 315 5" %a 4% 641 S-0" '- T ) (1) S3 B% 530 45a 601 B'-4' 1'-0' PFEGABT (2)R 334 Sol 501 411 810 i ()R SSA ; 3 454 Imo' 9'-Z T (21R us 9 311 3T) 239 41523 11'4 '- CAST aB W 30 B9 36 12-6' I0-B' CAST (1)9 2W 243 1`1357 21 13 6 II.2' FREma f (3 So ISO BT la-b' R-0' PRECAST i Im Me No 19 00 % IS 14-0' U 8 PRECAei N5 % 00 161 I03 81 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 8" RECESS DOOR HEADER LINTEL 111 GEAR SPAN LINTS.TtT'E LINTEL STEEL MFILLEP GRAINY CAPACITY GFAYITY CAPACITY (tea.(o15U GRAINY CAPACITY (IN Neu UPLIFT CAPACTY 0ML(I/9'1 UPLPT CAPACITY fIALr2RU BOMCM BAR TOPEAR 3- ' 3.4' PRECAST (2) 2) 3 9 W 2U 44• 74 FRI (2)R (U1 T WS UPS III loalt 4 2 2 m' PRECAST (2)R MIT! 19 44' 3.0- PRII (V-2 0).2 %3 03D 030 R96 Il 4.8' -4' PRECATIT (VI ODD aft INI W t% B 5-8' 4'-V PRECAST (N9 1 Ow 046 Wmm3 Oilb.1. SW' PIECA9T 1114 1 ll Bab bw 60 8% ITO 18 1'-1. i IN% 1 3ra %0 Ill M641 b-0' Td' FREC46T G)4 1 316 Am946 9'-B' B'4'MISCAST UJM V 213 0 416 IN 41Z ZZ. CONCF I ING OPERATIONS SHALL COMPLY WITH ACT STANDARDS, 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL (CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. 3.2. MNIMWF MASONRY UNIT STRENGTI, FM 1500 PSI. 3.3. MORTAR SHALL BE TYF'E S. 4. 6TR.LCTURAL: 4.1, SAFE LOAD VALUES ARE BASED ON LIN1EL5 HAVING A BEARING OF e" (WITH A MINIMUM ACCEPTABLE 5EARNG OF 4' PER FLORIDA 5UI4PING CODE RESIDENTIAL, 6TH EDITION (20114 SECTION R606.14 OR FI_ RIDA BUILDING CODE RE50rNTIAL, 5TH EDITION (20142, SECTION 2104.15 -�N I� v-(1) � CONIINUWS 34. / /- III Ir KNOCKOUT BLOCK �• TOP BARS: ��. SEE SCHEDULE (1) 45 COFTIINUOUS ej'A' 7/72' SORRUPS AT 1'--W ca (TIED OR WELDED) BOTTOM AR SEE SCHEDULE (PRECAST) 1�. 8/16-5-{i) 05/0) #5 PRECAST -5N tt�� (1) /5 CONTINUOUS 3a. /_ r8"X1B" KNOCKOUT BLOCK SCHEDULE) T-7 URSOUS2" ' T 4'-O' cc L a/18-s-0) 0.5AII) #5 PRESTRESSED 31, 32, 0.9 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32" COMPOSITE LINTELS LINTEL IJI CLEAR SPAN LNEEL TYPE LINTEL STEEL GRAVITT CAPACITY DORE ORD GRAVITY CAPACITY (IRL (Va) uPLPI CAPACITY NN. n,SU UPLIFT CAPACTY IRL f2118u BIT EAR TOP EAR 1 r 16 ¢) R 1 1 I6p0m l0 0p 3 6 2-1 t fZ R 10p00 104000 m0D0 10000 4+0 Z•9' FMCAST (2)R 6ZG 10D00 10000 10om 41 3 -2' PRECAST nIIt (2) R 6540 Im 10000 loom ba 34g T OR (I n 6564 oo 10900 0 Im0 m_ 514 (2)R fi) R n ,1 )6 Tons 5 10 4." T 0013 (W 5 0 Tonsb52% wow 100 6 4 a -0' 4 0) q (2JR 10000 6155 IMADD a.1. 5 1- PRECAST O) (2)4 (21R 10000 615E [am b B 5 4' Fall (P1M (21R l0 1Sol lE Be00 5811 wow '®mom la 64' T -M4 (2)R %Si 444 6B6 13' 4• PRECAST (214 (2)R 2 4240 6421 a,6 S-a' PRECAST (2)R 143 30E3 1121 d 1.0 PfECABT 0! (2) M (L R 61Bd ImMOTOal, 10D00 3916 1@60 541 PRECA9t f1)M 421R 5293 OW3 MI 550 m-e 9-2' FfECA9T f21M RDt 4m% 0043 1094 4248 S 4 -m' f2) 9 (219 1163 sw Q W-8' Fail f2)e (21g 91B b49 911m U.S11.9. FRISDAFT(I) -1 NU 3412 WI WS tl'-4 11-4. PRECASTC) s ODS Too 29w I216 36 W.S. 12W PRECAST (2/9 (L9 2t31 ria SO 460 913 3291 HAPT ID<I' 14-0' i4E8 (2 4 29WS 2%6 6% 1355 PRESTRESSED (V%1 (2)R Se0 5y 105E mmillE60ED (3)S ev 013 013 426 044 20fl W'-B'M&OTWMW fbl5 (a19 1608 Set 351 TSB PI d PO'-0' FRE9TFff9BFD (P19 (P/S 3 N 368 691 1 0- -8' RE91fE9SFD - f219 (Z19 1 '?!+7' 22'4E' gRE512EB5ED (2)9 (2/9 1141 IK 214 S44 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DDOR HEADER UMEL M CLEAR ORAN UNMLM£ LINTEL STEEL GRAINY CAPACITY (ONSL (IM4 4520 GRJMT CAPACITY (M OA6U ID ee UFLIFI CAPACITY N9L flm 9 LIPUD CAPAOmr flRL PMJ B TOM 04R I TOP BAR I..,.- PRECAST "1 ) R (2 R 4•0' a-o PRECAST ()R RM 3601 1 00 1440 Wal 4 2' 2 10 RELA6 (2)R 33M eSb 6 3 d-d 3-0 CAST _O)R (2)R (2)R WOO son alas III 9- CAST (I1R DT li)04 (I)R SES ORBI liN 12* 5 0' MRC45T V n 914 So 3217 NZ 6.5 5'-4' MISCAST 121R 213E 210 226E Zen 1-0 6A'ERNST (2)14 (2)'4 (2P4 W 21ft 2ma w45 UP, 0-0' 1-4 PRECAST 2 II me 1241 193 9-5" B'-/' FRECA9T 166 H36 9W_ _ _ EE6 31' N1 A R C H IT E C T S +T LONGWOOD, FL 32750 �. V PH: 407-774-6078 FAX:407-7744078 www. a bd esigngFO U P.CO M AA #: 0003325 r � ��0000vovvor, SUBMV: I LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 {�{� XXX00- 00 PiiO4J'ECT*: 02784,000 00066 PAGE: LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DATE: 5 /1 O /18 SCALE: 1/4"=14-0" SHEET 83 6 1 OF SQ.FT. CALC.'S 1ST FLR. LIVING GARAGE 1,452 3133 SQ. FT. SQ, FT. TOTAL LIVING ENTRY LANAI 1,545 n SO SQ. FT. 50. FT. SQ. FT. TOTAL 1,944 SQ. FT. CUBIC VOLUME: LIVING 12,632 SQ. FT. EXTERIOR MASONRY WALL BR'S, HEIGHTS ................................ 8'-8' BRG. F__ NON-15%. WALL C OLPONENT AND CLADDING WIND LOADS BASIC NAND EXPOSURE FOR 3 SECOND OUSTS CALL # SOUAFtE WN./DR. � ZONE 160 MPH WIND FOOTAGE DESKY/DR WIDTH HEKWr 1 112 Ifo ol 1-0' n2' 84' 5 26.09/ -44.03 OHX 2 20 3068 DR 36' 80, 4 30.64/ -30.64 3 11 35, 63, 4 3231/ -42/o2 E25S GRE4 11 E�06 38' 63, 4 3231/ -42b2 5 42 5066 SGD 14' WIN 5 28.14/ -51.013 6 11 25-SH 38, 63, 4 3231/ -42.62 1 11 25-SH 38' 63, 4 3231/ -42b2 8 11 25-SH 35, 63' 5 30.64/ -51.18 EGRESS 9 it 25-614 35, 63, 5 30.64/ -51.15 EGRESS WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VA6Dm124 MPH B. INTERNAL PRESSURE COEFFICENT=+.IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (201-1) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. P% 2'-0" j I _011 = N DBL. TOP PLATE 1xb WXD ERA4MED • 16, OL. CABINET SECTION I er11111110m ol-/o it 301-O" N/ K/ -0 ' CJ -0 8" // ■- - - - - - - - - ■. @ @ I LANAI @ I 8'-IO" 14'-2" r I I r I I 5 I O HB 6 O 1 O S O 25-5H 5066 SGD 25-5H 25-SH EGRESS R/t IC w I GREAT ROOM DINING I 14'-0'xl9'-4' g O t 101-0,XV-0` 8'-8' CLG. ■ 64, CLG. I OWNER'S SUITE I r 14'-Vx13'-4' rl 9'-0" I 6 2" 8'-8' CLG. - i I I I e S I —SHOWER HEAD 1 N ®6' 8'AFF. .10 N e l l I II I G R/t • 3' 2" i 10" 2'-0' 3'-2" I 5'-10" 4'-8" 3'-6" 4'-4" 5'-2° 2'-8° v HIT EN r 6_13, CLG. R/TLOPT. AD OUT WALL x 3 -0 L ry ------ DD - 3-$H 8 ZA/C oi i i i I u 2x8 v N fn LLB-"1I a SHOWER HEAD e I 1- I � W.I.C. r v ■ 6' 8' AFF. m i i O �4i - L 8'-8' CLG- 0. BATH 8'-8' CLG. = N V TUB f _ _ - - @ m N - -�' IR-ISH m BEDROOM 3 10'-O'xil'-0' �" 1I I 2-6 F -150LLA W/µ O - a' -a' CLG. E " iJ 36'x22' I I COND. O � ACCESS N Lu • • - _T 11 ■ �' 4" 3' IO" 51 6 41 81 3 6° �1 81 O t 3 0 BF. --C r_-_� I R/T FOYER iRACx.i uI� �, W-61CA�. IR-1SN a 2-CAR GARAGE ■ ■# ■ IS'-O'x20'-0' -- , M.T. 8'-8' CLG. N 2 ELECTRICAL PANEL ENTRY PAD -OUT - 8' 8' CLG. ■ N 0 I STRUCK BLOCK HB BEDROOM 2 m IN ® GARAGE WALL 12'-0°x10'-0' 8'-8' CLG. 16'-0' X 1'-0' OHGD O ■ ■--- -■ =■ ■ �M [Niel ------------- SH O25 EGRESS 8 0 8l_0 21_41 2 _41 1-v I0'-01, I_8t1 40' -01, a _10 FLUO'OR PLAN SCALE: 1/4 = 1'-0' ELEVATION °B' A R C H I T E C T S LONGWOOD, FL 32750- - PH: 407-774-6078 FAX:407-774-4078 www, a bd esigngrou p.com AA #: 0003325 F 0 F W U a F, w� q Q a q A a ro q 0 •- N c) v. to E 8 .0 m SUBDIV. & LOT: OAKLAND LAKE (LOT#66) MODEL 1452 XXX00-00 PROJECT*: 02784.000/00066 PAGE: FLOOR PLAN 160 MPH EXP. C DATE: 6 /29 /18 SCALE:1/4" 1°-0" SHEET OF JUL 1 0 2018 SQ.FT. CALC.'S IST FLR. LIVING GARAGE 1,452 393 SQ. FT. SQ. FT. TOTAL LIVING ENTRY LANAI 1,845 19 W SQ. FT. SQ. FT, SQ. FT. TOTAL 1,944 SQ, FT. CU151C VOLUME LIVING 12,632 SQ. FT. EXTERIOR MASONRY WALL Bf l HEIGHTS 8'-8' BRG. LOAD 5wa WALL NON-13W WALL COMPONENT AND C.ADOM WIND LOAM BASIC WIND EXPOSUFE FOR 3 SECOND GLUM CALL 4 SOUNE WK OR Y Kim Sm ZONE TSD GPH W4D WM FgIP FOOTAGE DESIMATION 1 112 16 -O,XD -0' 192' 84' 5 262f9/ -44-03 2 20 3068 DR. 36' 80' 4 30b4/ -30.64 3 11 2EGRESEi 38' 63' 4 3231/ -42.62 4 TT Ems 38' 63, 4 3231/ -42b2 5 42 50b8 SW 14' W' 5 28.14/ -BIDS 6 11 25-SH 38' 63' 4F32.31/-42/0 1 11 25-SH 38' 63, 4��H38'63' 5 9 t1 E�W 38' 63' 5 30b4/ -51.16 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULTs160 / VA50a124 MPH B. INTERNAL PRESSURE COEPPICENT=+ .18 C. RISK CATEGORY ■ TYPE 11 EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0:6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MAN.PACTURERS. NOTE: L PRIOR TO DRYWALL NSTALLATION ON ALL PR ING MEMBERS 2'-0, PROM THE PNISH PLOOR WILL 5E SPRAYED AND TREATED Wl'BORATE' A TER"IITE TREATED SPRAY DBL. Top 0 PLATE m 2* WOOD FRgW--/ a *1 O.G, ,CABINET SECTION 0 C-0 . iF�1{ 30'-0" ■ --------- I LANAI I � 0 lEPL) 14'-2' d\ I I r I O HI3 O O 25-SH O 5068 Sw I 2544 25-SH EGRESS I R/tIC � m " I GREAT ROOM O DINING 148 ■ 101-O'x9'-0' i 8x19-4 ■ 8'-8' CL& OWNER'S SUITE 11 I 0 v I4'-O'xl3'-4' � &-e" CLC _ cA I I o fl PB 0I � ' I I ■ I d R/T ■ i 3'-2" i -10' 2'-8" 3'-2" I 5'-10" 4'-8' 3'-6" 4''4" 5'-2" 2 HIT EN 3 -0 O ry e'-e' CLr RITC AD OUT WALL - 12 AFF. �p Ln n ■ i OPT. ■Ln I s f"i' �n T 2x8 A/li I m I LL-Lill N S�6 6 I i 1� 'iI i •4 0 0. BATH i v ■ S' APAp yen 81-91 cta TUB N I_J}1 L — Nz ISM+ "' ■ m BEDROOM 3 2-8 '" O `t 10'-0'xl.& a' -Fs' cL� g E' °? F 1 BOLL 3 ATTIC I ATTIIG I O ■ m L ACCESS J � 7 4 3-10 5-6 4-8 3 O C ■ 3-0 81=. -- R/T R.4.Cx r-V UA ' N 2-b 2—CAR GARAGE IR-Isµ 8 "ELECTRICAL _ b PANEL ENT Y PAD -out �$ 21 - 104f77■ STRUCK BLOCK HB ■ m I a GARAGE WALL BEDROOM 2 ■ 8'-W cLa r ,..9 Ili: OI 16'-0' X 1' SH O25 EGRESS 8'-0" 2'-411 V 2'-4" '-8' -811 4'-8" 4, 40'-0" r2ili FLOOR PLAN SCALE: 1/4 s I'-0' ELEVATION '8' A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA N: 0003325 r �III'llllll ��emooaoamo� SUDDIV: ac LOT: OAKLAND LAKE (LOT#66) WODEL: 1452 XXX00-00 PP.OJECT#: 02784.000 00066 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DATE: 5/23/18 SCALE: 1/4"=1'-0" SHEET 4 Og 8 DECO SHUTTER 8'-8" 5R3. HGT.�, — — qo I- - 6'-8" HDR. HGT.� TEXTURED CEMENTIOUS COATING PER (ASTM C926)(TYP) �t — n rl VIA STUCCO BANDING I MID) U J 0'-0" FIN. FLR,, - - - -- - _ ii (TTf') ATTIC VENT CALCS AREA OF ATTIC 186484F[. NET FREE VENTILATION AREA REQUIM (1/300) &a %IT. REQUIRED VENTILATION AREA 6.21 a 144 894.7 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 z 894.7) 447.4 SQ ffi. OFF RIDGE VENTILATION AREA H5 8Q Koff SOFFIT VENT VENTILATION PER IF IL74 3Q.IIf./tF TOTAL # OF VENTS REQUIRED g1N TOTAL # OF VENTS PROVIDED 4 REQUIRED SQDI VENTILATION IN TOP OF ROOF 447 1 SQ.2. REQUIRED LF OF SOFFIT VENTiLATTON 391 IF PROVIDED LF OF SOFFIT VENTILATION 187 LF .;. �w I► ii ICI I0I Im-I I -I I0-I I -I IN - •v , � I.I I.I I•I (•I (.I I�I I.I I EM�I'Ij�� ■ ELEVATION. -------------- 5 Wes. HGST.o HDR�- - OPEN 0'-0' FIN. FLR to-- - ---- ---- - 8 -8' 5R3. HGT. 5 OFF -RIDGE VENT 6 -S' SRG. HGT. 12 1 �— OFF-RIDCs1= VENT 6'-8' HDR \—TEXMFED CEMENTIOUS COATING PER (ASTM C926)CTYP)----\ 0'-0' FIN. FLR.k - -- ----------------- REAR ELEVATION SCALE: 1/4 ■ I'-0' ELEVATION 'B' 8'-8" 5RCs. HGT. - — - - — - — - — - - --- — - — - — - ----- 6'-8° HDR. HCsT. \—TEXTUKD CEMTIOUS COATING PER (ASTM -m' df C926) (TYP)---\ NJ - — - -- — - — - — - — - — - — - — - ----- 0'-0" FIN. FLR OFF -RIDGE VENT LEFT ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'B' 5 OF--Rf0Grz VENT 12 � 5 I' -0" &'-8" HDR. HGT. ------------------------- TEXTURED CEMENTIOUS COATING PER (ASTM -0" C926) (TYP)---\ m h0'_0' FIN. FLR. RIGHT ELEVATION &CA1_I=: 1/4 ■ I'-0' ELEVATION 'B' 8'-8" I3RC�. I ICsr. b'-S" HDR. PGT. _ �0'-0" FIN. A R C H I T E C T S mi irw PH: 407-774-6078 v FAX:407-774-4078 www.abdesigngtoup.com AA #: 0003325 �III"'llll L 0000ovvoo sysDIV. : OAKLA LAKE (LOT#6MODEL: 1452 XXX00-00 PROJECT& 02784, 000 00066 PAGE: ELEVATIONS 160 LPH EXP. C py T T E Ty �I Jjr CONTROL DATE 07-(01-15 1 Ap YHJ Apl H) CONNECTOR SCHEDULE SIMPSON USID DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 1£-IB 1400 (1) 106 x 1 V2" 1-PLY, (6) lad 2-PLY, (U5P: (10) 10d X I V2' - NO Ibd D 10I l2) META-1£ 1985 (2J HTA I6-IB 2800 (10) IIDd x 1 1/2" I -PLY, (USP, 00) 10 d x I Ir') 1900 (14) Ibd 2-PLY (WEE; NO Ibd OPTIONU HETA-I6 ISIID HTA 16 1615 (9) IOd x IQ'-PLl', l8) 16d 2-FLY USP. (IID)@d x IR'. NO 16d OPTION } Z2500 HETA-20 I510 HTA 20 1615 (9) 106 n 1 Ill' I -PLY, l5) Ibd 2-PLY LISP: (10) 106 x I IQ', NO 16d oEroN i2i HEtA-2p 2035 2)HTA-20 3110 - (10l 1Od x I IR" -PLY USP ' 00J Imd x I IR' (12) lad 2-PL.Y _.. _._-. _ (U5P: NO 166 OPtION) O LGT-Z _- _- 2150 - LUGT-2 MI - (1) - 1/4' x 2 1/4' TITEN, 2 PLY (WEE: ELK (9) I/4' WE, WOOD (16) 10d lit DE-TAL-20 2460 NO U51F CONVERSION FOR SIMPSON DETAL-20 (15) - IDd x. 1 1/2, 1 PLY MGT 39b5ji MUGT 4000 (0 5/B" ATR IN HIGH STF�Ir•TH EPDXY (MIN. [2- EMBED), (2V IOd TO WOOD (USP. ('s8) :Yid TO WOOD) (2J 3/4' A,T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEp), (la) IOd TO WOOD (U5P, WOOD (6' 0d) HGT-2 10980-L'GT-2 9365 HGi-3 10530HUGt-3 9365 (2) 3/4' 4.TR. IN NIGH STRENGTH EPOxr (MM1N. I2' EMBED)(I6) IOd TO WOOD (USP. WCTOD (B) 69d) LGT3-6D6215 3255LIYT-3 555V (12) 508 1/4",0 lC' TO GIRDER (4) 3/5' a G" TITEN HD TO WALL (LEE, CONC. (4) 3/B" X 5' WEDGE EOLT, WOOD (12) W626210 PARALLELLTA' 1425 PERPENDLPTA WALL 1555 (10) Ica x 1-I/2" (U5P: (10) lod x I Ir" 'XT 4940 NO USP CONVERSION FOR SMFSON VG7 (H 5/V A.T.N. IN HIGH 5TRENGTH EPDXY (MIN. a' EMBED), (I6 )-SD5 I/4"X3" TO WOOD lZ1 VGT 7185 NO U51- CONVERSION FOR 5MPSON (D VGT) (2) 5/B' A.LR IN HIGH 57RENGTH EPDXY (MIN. I2" EMBED)• f32)-SDS I/4'X3' / 2 PLY Ml0-12 1000 M N' 12 159E (14) Ica x 1 1/2' (U5P• (14) 11 x 11/2", (14) IOd) HTS 16 1IGO HM 16 1650 116) IOd x 1 1/2 (USP dai 1I x 1 V2%(Ia) 10d — HTS 0 1460 ._ HTUI 20 2049 (24) 10d x I Ik (USP: (24l 10d x I IA', 80110d) -- -- 1450 HTW 24 2045 _ ---- (24, IOd x 1 V2 (USP, (24) 1I x I I/2', (20) 10dJ 925 LETA 12 910 00) 10d U5P. (10) IOC 1-6-A-15 .• 1235 LETA 15 560 14) IOd U@R (14) 10d M6TA-IB .- I 1315 M5TA-IB 1315 (14) I0d U5R- (14) 10d (15) 10d USP. (15/ 10d META-24 - 1640 MOTH-24 1150 d META-30 : • 205O META-30 440 (22) Ica USP: (22) 10d Q I— N MET4-36 +. 1 2050 META-36 2525 (26)Ica Ue, (26J 10d METI-96 I 3800 KUTI 236 3090 f 36)10d x l l/[' USP: 136) 10d x l l/2' M5TI-AS 5065 KT51 240 4250 `48.11Od x 1 IR' UBR l48) 10d x 11,7 LIE 950 LFTA £ 159E (a) ad TO PLATES, (51, 8d TO 6TUPS CLEF: (16) ad x 11rz', (IS) 5d) SPA ESE SIFT 4 945 (a) 1, x. 1 I1 TO SNIDE U6P: (h) IOd x 1112' TG STUDS A34 35 MP 34 410 (41 Ed a I IR" TO 5E vN, (4) 5d z I S2' TO P051­. UOP: (4) 86 x I I.O" TO SEAM, !4J 86 x 1 I1 TO POST. HCP2 645 HHOE 2 1010 (12) kOd x 1 0' U51F: (10) 10d n I :/[ TO 7RU55, (10) 10d X I V2' TO FLA'E H10A 1I FIT 11 2180 (16) 10d x Ile U5P: (5) 10d x I IR' TO NElse, B: IOd x I '.Q, TO PLA-E VGT 4 HDU4 4565 P:ID 4A 4535 (161-SD5 I/4 R 'O P-iPD III IN (HIGH Ir'S7 W/ THREADED ROD, (2) WOOD IFEW PLT U5P: 5/6' ATR MN. 1' EMBEp SET M HIGH S�i.ENGTH EPDXY, (10) WSW ILIOOp 5CF?EW5 YGT 4 HI 4540 TDX 10 O ED GET IN 1H EPDXY,pDO THRLI-TO ABx1 4•. 2200 666E PAU 44 2535 bl 5 TR IN NIGH 5TRRNGTIA FFDXY, (MN T C, 12)lad TOA6HER/2PLT ,,F(MN T' EMBED) M cGNq (I2) Idd TO Wopp U5P: SAME AB SIMPSON (1) A5U 66 2300 12000 PAIL 66 2535 13815 5/8 A.TR N HIGH STTRFNCTH FPDX EMBED.) IN ONC WO fILI6d TO WOOD U5P: SAME AS 51MPSON LT115 •• 1G4O LTG 19 12ID5 (I) 3/4' A.T.R IN HIGH 5TREN07H EPDXY, (MIN, -P EMBED.) IN CONG, (BAOd TO LLC:PD USP. _SAME 45 SIMPSON (r O L"205 «• IGOO LT5 205 110E (I) IA' ATR, IN HIGH 5TRENGTH EPDXY, (MIN. T EMBEA) IN OONC., (IOJIOd i0 WOOD U5P: 3/4' ATR MIN 'V EMBED SET IN HIGH 5TREN5T4 EPDXY, 110) Ica, (10_) IOd x I 1/Y, 2-I1V — - C) HTT4 4455 HTT45 4465 n> 9/B" AT.R IN HIGH OTFENCTH EPDXY (MIN. T' EM D) IN COMO, (t5) SD10 x 11¢' (USP: (20> Ied x !1 USP HAS MARC NAIL OPTION51 (20) Void, C[0) IOd n I-16', (20)166 x 2 r' z '� HTTS 6039 -7748 F430 (U 5/8' AT.R IN HIGH 6TRE`Ya-'- EPCXY IMIN. I' EMBED.) IN OO A, (26) 106 X 2 V2' (CEP: 120: 16c X 2-.i': U5P HAG MORE NAIL OPTIONO 5) Ica, (25) IOd x Irz (20) ad x 2 V2 -- -- HNDOII-SD5 25+ IIS'0 UPHD II 12090 (1)1' A.T.R IN HIGH 9T[N'aiL EP"xi I'�IM. Im" E"2`p) IN CONIC„ 24) SDS Y' a Z'S" WpOp 9CIv15 11J9P. !24i WSi 'YCN'Yil 9"IsEU9J HD1B 6£4a TDX 10 5110 NO 1/V AEI. IN -1GH 5TRENGTH FOXY, `MIN T EMBED.' IN CONIC„ `3) 3/4" STUD EOLT6 TO WOOD (115P (411.'B" BOLTS) W Z M5HA AE6/1125 3416 5330 Nt-135xI2U 3165 1120 51MPSON: (D 3/4' ATR IN HIGH STRENGTH PEONY, (MIN. 615 FMBFDMFNTI IN CMU TOP, lV 3/4' ATR IN HIGH 5TRENG `H EPDXT, (MIN, a.15' EMEEDMENT7 IN CH.U. FACE, 05A0d TO BEAM U5P: (L VT J-BOLT LLV MINIMUM 6: EMBED. 4 NOT LEES THAN 4' FRCI EWE OF CONC W/ 3/4' DIA ITW RAM5ET/REDHEAD P NG BOLT SLEEVE ANCHOR OR En W/ MIN. S' EMBED DEFT- INSTALLED IN THE FACE. ..ril 1106 AT JOIST (10) Ibd TO HEADER, (10) Ed TO WOOD LEE, 45 51MPSON HUeC412 (WOOD) 3635 26EC (PLR) H[54121P 3Oev 2530 (FLR.) ---- E265 (RCOF) --- nI!` (ROOF) HUC410CI' (N) ISIID 5085 HD410 IF 1905 M5 (ID) I14' x 2-3/4' TITEN (9 FER FLANGE) TO CMU, (10110d 0 A-1 : !USP: (la) 1/4- x 3' LEG SCREWS, (10) 1DE TO WOOD, = HU0210-2 fCMU) I610 5055 HI 21F GOB GTE (15) I/4' rt 2-D/4' TITEN (9 PER FLANGE) TO CMU, (10: Od O WOOD IUER (1611/4" x 3' 11.5E SCREWS, (0)'0d TO WOOD WUC20-3 (CMU) ISIID 4000 Hp210-31F Il &15 15 e p. 2-3/4' TITEN (9 PER FLANGE) TO ON., (IF!) 1Od TO WOOD, (U5P OZ) 114" x 3' LEE 5CREd.6, (0) IOd TO WOOD L.aN-'26-2 eDE 1430 55SB NO USP DONVEESIDN FOR SIMPSON LGUM26-2.5DF 3.5' a 4' TITEN HD ANCHORS (2 PER FL. 2) TO CMU, (4) 1/4' X 2 112' 5D6 SCREWS TO WOOD HI✓sl STEP TH F-O - - 51MPSON 'SF.T EPDXY -TIE'. CONTACT THE AKCH17ECT'E7INEFR OF RE,CRG FOR WRI. TEN APPROVAL PRIOR TO SUES'I': ltlG FOR 5IM11_AR EPDXY PRODUCT5 OR USP - CIA AOHE51b<_ ANCHORI}}G BYGTEM6. 1 Will AYC IOR EMBEDMENT E GREATER THAN 7" DEEP, THE VERTICAL CELL IN GML, WALL MUST EE FILLED SOLID W/ GROUT • Imd COMMON NAILS CAN 5E EUE61ITUTMP WITH 10d x 112' NAILS IN CONJUNCTION WITH A 23% RED_�_-TIDN IN THE ALLOWABLE 'LOAD, WRIT EN APPRO'/A: FROM -{ ARCHITECT N REaUIRED FOR THIS APPLICATION PRIOR TO NBTA' 1_4+ION. .. Y NIMW" EMBEDMENT INTO THE TOP OF A EONDBEAM WILL 5E 5', MINIMUM EMBEDMENT INTO �,-IE P7UND4TICN WILL EE 1' W I— AT.¢ • A-301 ALL THREAD ROD (51AE, PROTECTION TYPE, LENGTH, ETC. VARIES) O5ECAU5E OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITION: %-AT MAY GEFCp CONY C-ORS, IH'E CCNTR4'CTOR MUST E5 RE5PON81ELE FOR MAANG SURE THAT TFE PROPER GGRRCS'ON PRO ICTlO^l 15 USED, WHEN USING 5TAINLE55 STEEL CONNECTORS, USE GTAMLE55 STEEL FASTENERG. WHEN USING ZMAX / HIT O `-A-VANIMD C"ECTORS, USE FASTENERS GALVANIZED PER 45TFI-4153 USE OF EXPANSION ANCHORS WILL EE EVALUATED ON AN INDIVIDUAL 6Ave WNO Y416T BAYS WRITTEN "E RORDv L FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES EASED ON SIMPSON fON .^,ONNECTOR'5 C-2013' , ,.IeA W111'D-RESI&TANT DONE IRUC1'ION C-H105, AND ANCHORING 4 F45-`EN1NG S SCM6 FOR CONCRETE 4 1145014RY CATALOG C-5A$_=2. -2x12 (•2 SYP) ,ndp' 085 (TYP.) NAIL (3) 42d • IiI O.C. TYP. 2%12 BM./BDR. ® ENTRY MINIMUM WALL AND WEADER STUD REQUISSMENTS MAXIMUM HEADER SPAN (ft.) UP TO D'-0' TO 8'-0. UN.O. W-11 1/2' -1'-II I/2' AND UP NUt'MER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACF4 END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BYSIMPSON STRONG -TIE OR EQUAL, U.N.O, 2. TYPICAL HURRICANE STRAPS AREAS 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 &RAIN, 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) META-16 J3 J8 Al A5 �u A4 ly 0 A3 0 0 LL _j z A2 aU m Al 5 Sl A2 GA5LE END GRACING - SEE DTL• '4' SHEET D4 GI CI cl C2 C2 C3Cs A 7 7 7 7 r r r r r r r r r r r r a1 M —W I% h A; 2�— \ A______ I � I rL Ix4 51M CHORD GRACING 12, O C M SECURED IW u u (2) I0d ON NAILS • EACH INTERSECTION M:E_L�____ _ 77 J2 J2A 11 11 11 1 11 11 11 1 w —rr--n----1r�1---1r--Ir—�1 3'-01 3'-01, 3'-0" 31-0' 3'-0' 31_0, ROOF FRAMING PLAN SCALE: 114 • 11-08 ELEVATION '5' 51 BI 51 52 52 53G A (2) MI=TA-16 ARCHITECT S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIII'I �0000000� E f8 Yl/ E O L StmDIV. 8: LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 XXX00— 00 PROJ'ECT#: 02784.000 00066 PAGFE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1: DATE: 5 /10 /18 SCALE: 1/411=1'-011 SHEET 6 OF 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110v DUPLEX RECEPTACLE IIOV FLOOR ® MOUNTED DUPLEX RECEPTACLE 1 I 110v SWITCHED (� DUPLEX RECEPTACLE IIOV al DUPLEX E01"M IV GROUND FAULT GF( RECEPTACLE INTERIFt6R (TAMPER RESISTANt TYPE) 220V RECEPTACLE 4 Wft CONaCTION IIOv DUPLEX EGI7IPPED W GRDIND FAULT b�( RECEPTACLE INTER Ilt NEA'M1t R 1 SWITCH $3 3-WAY SWITCH ¢ 4-WAY SWITCH LIGHT FIXTURE- -0- WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE- RECES3ED y L&4T FIXTURE - A HANGING LIGHT FIX1URE- jI-,� CEILING MOUNT LED �-( LIGHT FIXTURE - FULL CHAIN LIGHT FIXPURE- k KEYLESS �{ Lri4T FIXTURE - VAPOR PROOF kj( LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR II D LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UNDER CABINET _ LOW VOLTAGE PANEL ® PANEL own METER SD SMOKE aATT. 5AC K-W IU/+}41 DETECTOR INIERaa4OM CARBON MONOXIDE watt Um-W uV I.1AIpOIRE DETECTOR GEM Box RECtI11RED TO 06 O J-EiOX & PPORMI) IN AGCIMANCE Box MA14W AS SWA FOR 146I°ECTroN FLOOD LIGHT DC DOOR CHIMES Tv TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET 1RANSF011"MR ISANG SOkVA VOLTAC0.1620/02M-240/460V BERVM. SIN5LE MAN AVAILABLE INInA "I, G TCIRCW AT SEGONDARr GIDEs (00440 VOLM MAX"M FART WRRRIBIT, PI a" sm"GB BY OTFCRB MINI [Ur6 NEHA 9R O C M AND MWMR CAN w AMP. KRONE / DATA WEATII DROOP BOX 200 AMP ELFGTR(GAL RISER mom TRRGAL MA1aaa 6 AND MSTALLATIONS BNALL CC"n.Y uV APPLICAKE 11OR"IONS OF THE NATIONAL ELEG. CODE, LOCAL COI AND 1$$ LOCAL PI CO. am Or r 00440 VOLT 47 CIRmrrG PILO MTfli&Y'YITEM gONp rEFMMAL AT LOW VOI-TAaE 'CON TIONB LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1462 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER MIT. 4,356 (2) 20 AMP APPLIANCE CIRCUIT AT MOO VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER HOOD (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 45.802 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40R= 35,602 VA z (.4) 14,241 TOTAL NET GENERAL LOAD 24.241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5-KW ELECTRIC HEAT 5000 VA x (65%) 3250 NET GENERAL LOAD K241 NET TOTAL HEAT 10,4M TOTAL LOAD 34API CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE CABLE / TV WEATIM FROOP BOX LANAI I I' FAWCEILNG I PRE -WIRE I I DINING GREAT ROOM OWNER'S SUITE JACK , 5p i , , t 1 DED. 20 AMP I OUTLET FOR■ M. WAVE GFI , SD. KITCHEN ------=1 0. BATH ■ ----GF1---I��\ I I II I - � Q W.I.C. I I VP 7 BEDROOM 3 ' F � SWITCH N ATTIC An \% ■ CAA (� T FOYER \� SPRINKLER - - - - I - SD. I \ �y CONTROL chlDe \ 2-CAR GARAGE � � 1 BEDROOM 2 .' S I ' GFI CLG. /I LI OUTLET ENTRY R I : l ELECTRICAL PLAN SCALE: 1/4 = V-0' ELEVATION '5 COACH LIGHT Eg-- WP GFI A R C H IT E C T S Design Group"Ine 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII SUSDI V. & LoT: OAKLAND LAKE (LOT#66) MODEL: 1452 MOO-00 PROJECT#: 02784.000 00066 PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FL.OEU 1 DATE: 5 /10 /18 SCALE: 1/4"=11- 0" SHEET 7 or8 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant: Product Opening Design Pressures roduct Rated i n Pressure Manufacturer Model Number Product Approval Number Glass !Yee Method of Attachment Windows +32.37/-42.62 01-60 DP Ply Gem Series 4712 Flange FL 14039.1 wri-impact B 10iMorid Spew wah Eutkimt W*M to at Mevo 1-IW embadm t, Requfto an rom: Haad (3). Jamb (0) Mullions N/A +/-75 DP Ply Gem Series 4700 Flange FL 15264.2 N/A Us* ,�wrt „ t uAaw. ntb.:�ee1y- m dmemwfth2 m Fined Glass +29.65/38.87 1-55 DP Ply Gem Series 4701 Flange g FL 14434.1 NoMt�"ct #'S WOod screwwe, w °nt to a*-dm 1.114- embeomaett em RequaWIM Head ('3j 4* b (3) Block Glass N/A N/A N/A N/A N/A N/A N/A SWi hts N/A N/A N/A N/A N/A N/A N/A Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 Nor►tfnpaat mrTop— wi^t—finw> 1.1w",boa . Swing Doors +30.64/-30.64 4,67.0/-67.0 ThermaTru rm-a-s—m Stu Fk-y FL5891.5 N/A RWTapcoe:.w- 1.1w,t ctommu adgs r, w- ctamanas oa lawn,-, A'; OR moo Totxm,ta-, ben French Doors N/A N/A N/A N/A NIA N/A N/A Garage Doors +25.91/-31.39 +36/-42 Clopay 16x7 Model 73W6 FL16546.4 N/A JM6 b moo an Vwpt jomb 1W x I 1W WMW""Mf"aw MM spectp of rlrr w 1' tm eteoi wtsW mwre4 Hurricane Protection N/A +40/-40 Eastem Metal supply 24ga Steel Panels FL 11964.2 N/A 1/4w Tapton Anchors, SG Topcons or 1/4" x 314". All points Solid -set Anchors. Roof ventilation N/A Roofing Material N/A N/A Tamko N/A FL18355.1 N/A B naks per shingle. SWftrd IV" roafirp W. nais•anks shoLAd be 12 gm*e Wh and rmnsawm MW of 3X, Revised 07/22/2014 I have reviewed the above compon wind loads and forces specified by Name: JAMES JOSH Design Prof: ARCH 1TEC Its or cladding and I have approved their use in irrent code provisions. CANTWELL Signature. _ Cert. No. AR001 These products provide adequate resistance to the ua-10-1 i:. SOs i E seal r A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F+ W 0 F U wF q� aq h A a A� 0 swBDIv. & LOT: OAKLAND LAKE (LOT#66) MODEL: 1452 XXX00-00 PROJECT#: 02784.000/00066 PAGE: PRODUCT APPROVAL 160 MPH EXP. C DATE: 6 /2 9 /18 ' SCALE: 1/4"=1'-0" 1 SHEET Or JUL 10 2018 Planning tv Developsnent SerAces Ptepatrtsnent Building &/regulations Division Product }review Affidavit rt'ittit n _ Owners Name Applicaatt.: ___ __. pduct Model Number Opon€ng Dosign Product Rated Manufacaarer Pr-oduct 06ss Type iulnth*d of Attachment Pressures Design Pressure Apprrnae Nt+mber Windav i Series 4700 +32.3:;-4162 +50,'- 0 f.7P Fly Gem 1.114ij 9-RA' NCM-€mpac One :31 i 6" FTW Trapeon With Single H kng Flange sufficient length to achieve 1 IM" 25-SH Egress msniintun enibedmottt. Rotl'u€red anchors: Head (2), Jamb?,3) Each window, W;ndov s Sercea4700 -32371,4162) 4"50i-C>() L)1' Ply Gem Fl 4039-R2 Non-lsmrart One 3F16" rf'W `lapeonwith Single b tog Flange Stsfftt iertt lenitilt ut aoweye 1 114" 25-Stl. Lomss minimum embed ascut. FUquir0d TEMP anchorshead (2). Jamb (3) Each window. muftinn Series T'700 XI.A k1-7513P P1v Gem FJ,15'04.2 N,A 3116" i'fW Tapcon screws of Flange So icient lengt i to achieve ntinfinum emlroctrcaent of 1 114" inn) concreteo'imsomy substrole. Si€ding 1 lass D=5 Seriex 4700 4�2U41.42.62 +,'-so 13P Ply Gera FL1404.2 'Non•fmlac€ r/;- F.:1Mo Tapcoav or rtufl)'~icnt fength to achi.eve'. al 2 !, ", rni'•r5 rStum N embedownt. Regolred allrhd?SS. HaadJ'8€€3 t(5), jamb (6) phut window. Swing pe Donis 3't1"'t$'0" +3t3.ty1%-36).fi4 67.Ut-fi7.0 Th2xrraa'1'tta p'L.mtt? •1L5 ^ €T�� Tapeon �Afn Embed 1- Smooth Star 1 W, Min Clearance to e4ge 2', Min Fiberglass. Clearance to adjacent anchor 4 , OR Et.Ct7 Tapcon 1.4 , Min Embedment 144", /vial C Weranoe to edge 1", Min Clearance to adjacent anchor 4". Ancbor Spacing Max 18F O-C- Garage tors 16x7 Model 425,911-3139 -3Cv'42 00pay FL165*6.4 N,,A Jamb to block on vertictd lamb.'/:"XI 73W6 %- rain embedded Tapcon, Wax spacing of 71W and 1'00 sleet washer r%Wmd. Door to jamb: 13 GA GAW. Steel flag bracket attached to jamb vdth (3) T Witls (2)'s'+" rlY9t8i 2 %. X 12 GA GA€-V. 5tee€ brackets attached to jamb with (1) 5116' X 1 5JE'" LAG screw per track bracket. JRoofV Pyotecti n 24ga Steel NWA, -4W-40 Eastern it ctal J 1.119K2 NIA 41t" Ta000n Anchors, SG Tapcons, or Panels Supply '.f' x %' All Prints uolidaSat Anchors.. Mirtlmtam embedment into rant to of 1 'Ph" ltation 4" Stmidar l l,£=A NIA Tranko FL 5219.3Rt N A Apply roof Cement to rh atrale6jdc, Off' Ridge/ haa,:k and side flanges of the ridge. Vent vent. Cement Should he'= thick and extend 2" t1wo roof undtrlayment. Attached vent top and NWc flanges to deck with nai,S spaced C txc- and :i ,s;" frosts eac1. s,'ttd. ARer tkSte sting flange to deck.. nail a fW adhere to osened shingles with flashing cement. Apply flashing cement to exposed nail hoad:t and wherever ,flange edges totem shrss. igs^. Roofan Underlawnent i'3/A NIA N%A Trinity lint)' F.l>15216-1t2 N;A FieW spacing max 12" ,C. Staggered rvetlaps attached F O-C. with corrosion resistant fasteners With t" diameter Watstic or m0taat Oap naitw. Roolint Asphalt N/A loll/ NIA Tanalto kl~1ta155-Rx WA 6noifsper shingle, Standard type Shingle roofing nail, nail shanks 00uld be 12 gauge Wire and minignti t head 0f 31f3". blares should penetrate dsak completely and extend at least 118' apt. i be revierwed the alcove components or cladding and I have approved their use in this structure. These products provide adequate mist#nlet to the ,wind leads and forces specified by current carte previsions. Na_:._...._.................__ ............-_ �_................... signature:—....................:._w........... � _:....................__:..... Desilm Pratt. _ Cert. No. Datt. A R C H IT E C T S LUNGWUUU, hL 32/bU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA p: 0003325 r �IIIIIIIIII oovvv0000� E 8 0 C SU'BDIV. & LOT: OAKLAND LAKE (LOT#66) MODEL4 1452 XXX00— 00 PROJECT*: 02784.000 00066 PALE: PRODUCT APPROVAL 160 MPH EXP. C ReTOAR YWICALLr wu cola ED CELL (20' MIN LAP) MOW_ MIL POD C.EM@RIOW9 COATING ASTM C016) (TYP.) P cm IR' GYP. W_ OP. LOW (BABE TERMITE TREATED FILL IVY ReCe00 (2) % REDAR ON C4AIRO 1-STORY FOOTING rj_1 W/ BLOCK. WALL (U IS vw. DOWEL L.AF'I°ED ITV DOW SEAM f114b RMSAR AT c01l.EIRS wV 26' LAP MN. TYP. REBAR LAP %r�AT LINTEL CORNERS iI I ° 3 IA' CONC4 MEW w 61x6' I L , I ON * II FOR FICERMEON ON IOR 1 POLr E74iYLENE vA!PaR eAnREIe ON YELL -COMPACTED CLEAN 4. 4' TERMRE TREATED FILL (2) b ReISAR ON C4AM 1-STORY FOOTING ('SAT GARAGE n..,■I�az :n ! N' c011:. Nw. W SINS, � YAMwtOUF(ARaEIdR'EANwI r 040- FOXY M Al M VAGM a . a S BaTEi11� mo'� ° V2' coNc. ReIM. uu 6'x6'74Ub ro • =7(l) ){w�,F uutm oR FIeER'EaN av PAveR -MIL POLY MYLENE VAPOR /2' caNc. IREUF. uv 6'xfr' oau.4 uaLf oR FIeERMEeN aN 4K IN 0 p ARRIER CN wELL-Cd'1PACTED 1LIlNFtE TREATED F1pEYQS)�'6 POLY ETTi VAPOR ob RE6AR CN FODTTMO!I'-'LEAN REem ON C4AIR0 CE88 FOR PAVERO GARAGE STEP-UP ocrLNDER PAVERS REI7AR cRa ckLAIRe ly NON -BEARING. GARAGE DOOR FOOTING PAVER RECESS See MASLP PRODUCT OWAIL.O FOR REaWRED SIM AND M9-n b OP RL'CeSO FOR &&P. TRACK £ W VARIES FMION PLOOR (U'S REISM BET IN OIMPOON 101 ^ a a GIP041W EPDXY 68 olow. MM. (2) I2-STOW R! RIEMARPROM a a Q K41CONTI1wW0 4 Ile OUMII7e Rmm TO Ole ° ° 3 VY OcNC, REIP. E( 6•x6• a u •-MIL POLY VWYLIM VAPOR .. O+N-VORON WILL -COMPACTED CLE Mil TERI'OTE TREATED FILL 2'-I' MIN. LAP AT S.G.D. TYP. RETROFIT FOR USLAB ecALE r.rr A OMITTED DOWELS B REBAR. LAP AT FOOTING Ii TIE VERTICAL RElBAR To womul IONAL- REISAR wV IO' Hom -C*VOU= BOND BEAM y, HORIZONTAL/ VERTICAL F REINFORCING t'.r_i A R C H I T E C T S 1441 N. HUNALU H[AGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i Lp000vvvvor SUBDIV. BC I.OT: OAKLAND LAKE (LOT#66) MODEL: 1452 too-00 PROJECT#: 02784.000 00066 PAGE: FOUNDATION DETAILS 160 MPH EXP. C DATE: 5/23/18 SCALE: 1/4"=1'-0" SHEET DI