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HomeMy WebLinkAboutBUILDING PLAN PAGE 16-30�u .1 FOR: ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) •ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R,3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS C •BASIC WIND SPEED - VULT = 160 MPH - VASD = 124 MPH RISK CATEGORY II •EXPOSURE CATEGORY - EXPOSURE C •1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STAT9 CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 Speed' Topographic (mph) effec;siO N/A I 160-C SQ.FT. CALICO SQ.FT. CALC.'S IST FLR. LIVING 1,452 50. FT. GARAGE 393 SR. FT. TOTAL LIVING 1,845 50. FT. ENTRY 19 80. FT. PATIO 18 So. FT. TOTAL 1882 5Q. FT. CUBIC. VOLUME LIVING 12,632 60. FT. AREA CALCULATION WIDTH (ELEVATION A) 1 40' — 0 " 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 DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE C IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. DEPTH 47' =4" TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SEISMIC SUBJECT TO DAMAGE FROM WEND Weathering' Frost line Termite` DESIGN , DESIGN CATEGORY depth TEMP` N/A Negligible N/A u;"y, 45 ) OF FURTHER "IT PROCEDURE ENGINEER FOR INER. AB DESIGN RFI's HAVE BEEN ICE BARRIER FLOOD AIR MEAN MERLAYMENT HAZARDS ' FREEZING ANNUAL REQUIRED' INDEX' TEMP N/A N/A N/A N/A CONTROL DATE REVISIONS DATE I DESCRIPTION SHEET NO DESCRIPTION INDEX OF DRAWINGS 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 91 3.1 LINTEL LOADS AND DETAILS — CAST—CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN 7 ELECTRICAL PLAN 8 PRODUCT APPROVAL D1 WA1—W5 I WALL DETAILS ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 o W A s�. Q O N R Jk F b N b rn A Cc of SU33DIV. do LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 XXX00-00 PROJECT#: 02784.000 PAGE: COVER SHEET 1SO MPH EXP. C ARCHITECT - STATE OF FLORIDA vgy D E: 5/23/18 ALE: 1 /4"=1'— 0" z 0 Lin m a f o L=� oa u dbL'w U� J tu SHEET �j C S OF v Perm_ ittilgI�I St. txTwc6,ufica IF@ w z ZW ow w� Y 3 0 0 Z as LnO 5 mi FOR: 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 *I —STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 (ELEVATION A) SQ.FT. CALC.'S IST FLR. LIVING 1,452 5a FT. TOTAL LIVING 1,452 5Q. FT. ENTRY IS Sa FT. GARAGE 3S3 SQ. FT. PATIO IS So. FT. TOTAL IW2 SQ. FT. AREA CALCULATION DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. WIDTH DEPTH 47'— 4" IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE FIEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. CONTROL DATE 01-01-18 REVISIONS DATE I DESCRIPTION INDEX OF DRAWINGS SHEET NO DESCRIPTION NOTES I FOUNDATION 2 DOWEL PLAN 3 LINTEL PLAN 3A LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 ROOF FRAMING PLAN D1 PRODUCT APPROVAL FOUNDATION WALL DETAILS A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"III"II' �oovv0000 E 4 C L BiTHDN de LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 xXX00-00 PROJECT& 02784.000 PAGE: COVER SHEET kk 160 MPH EXP. C ARCHITECT STATE OF FLORIDA APR 13 4/f'2/18 1 802&m: 1/4"=1'-0" 1 MAY 01 LA18 ST. Lucie ' GENERAL NOTES CONCRETE 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), BTH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7.10, 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BULDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; 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 A. FLOOR LIVE LOADS OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 A.1. SLEEPINGROOMS 30 Al ATTICS W/ STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BEY.". Al ATTICS W/OUT STORAGE 10 A4. POOLROOMS 75 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. A5. BALCONIES 40 A.B. DECKS 40 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED, A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAM=EREDW. B. FLOOR DEAD LOADS �PSF) 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE B. 1. ALL AREAS 10 INDICATED ON DRAWINGS. SEAMS LAPPED BUNCHES AND SEALED WITH ADHESIVE TAPE. C. ROOF LIVE LOADS _ 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. CA "" MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, BTH EDITION (2017). 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, BTH EDITION (2017). D. ROOF DEAD LOAD jPSFI D. 1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 MASO IIRY E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VUT. =160 MPH, VASD = 124 MPH 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5, E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 015 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, INACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF FM =1500 PSI. E.5. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS 30.18 3. EN -END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270.07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 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 THAW%INCH AND NOT MORE GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION THAN Y.INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 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 6: 3ROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE ARE FOUND ROVISIONS OF SECTION R6061 11 OF THE FBCR, BTH EDITION (2017) 4. T CONTRACTOR DOCUMENTS HE RACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY MENUS TO THE ATTENTION OF THE M OCCUR IN CONTRACT ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 7. ILL CMRI CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AN)/OR VERTICAL REINFORCING 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 ARCH TECT BEFORE CONSTRUCTION AND/OR FABRICATION OFTHE WORK. ALSO SEE'DRAWINGCONTRACT DOCUMENT REVIEW 8. 1 AASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. BY BUILDER" NOTE ON COVER SHEET (CS). REINFORCING STEEL 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. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLET90 BULDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS AM COMPLETELY INSTALLED. 2. ENFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMNG TO ASTM A615, GRADE 40 (UNO). 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CO'{�ITIONS. 3. NCRETE SLABS ON GROUND SHALL CONTAIN MICRO. OR M1ACR0-SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTECT/ENGINEER. OSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1,78 kgh') IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL OMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506,2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLV'PETAL®. 4. L VERTICAL REINFORCING EARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOPAND BOTTOM WITH 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS,AU EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNEP AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDAROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" HEREVER POSSIBLE. 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.P. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE C WI TIO .2. 31 TH DA G B 20A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH- a" CONCRETE EXPOSED TO EARTH OR WEATHER: 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). B.I. #5, W31 OR D31 AND SMALLER �. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: 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). C. 1. #11 AND SMALLER BEAMS & COLUMNS: " 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES,ROOF/CEILING ASSEMBLIES, D.I. PRIMARY REINFORCEMENT, TIES, STI RRUPS AND SPIRALS 114' WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 7. D D NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 18. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LI§TED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ELECTRICAL 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BALDING CODE RESIDENTIAL BTH ED (2017). 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, BTH ED (2017) AND NFPA 70, NEC 2014 EDITION. G G AN CAR RT 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 1. GARAGE DOOR 1 1 3.. NOTE ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, BTH EDITION (2017) REQUIREMENTS A ENGINEERED FOR MPH MIN, WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 4. 76%C F LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. 125-V LT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUNID•FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 2. AS PER FBCR BTH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMTTED. OTHER OPENINGS 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND: FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 7. REFRIGERATORS, MICROWAVESAND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 318INCHES THICK, OR 20-MINUTE FIRERATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACHATTACHED GARAGE, AND IN EACH DETACHED GARAGE. 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 THE 8 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 CONSTRUCTED OF A MNMUM NO, 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0OR CLASS 1 DUCTBOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO INSTA.LED FOR. EACH MOTOR VEHICLE SPACE. OPENINGS INTO THE GARAGE. TIMBER 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 THAW% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROMALL FABTABLE 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 1. ALI WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN EQUIVALENT. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE WORK B NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C SOUTHERN PINE INSPECTION BUREAU i. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. C. 1. STANDARD GRADING RUES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 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. E. DA NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TR-2007) THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED FEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION APA- THE ENGINEERED WOOD ASSOCIATION: E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE 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 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 2. ALL STRUCTURAL LUM13ER SHALL BE SOUTHERN PINE #2 (MIR) MACHINE GRADE LUMBER UNO. CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY A Fb =1, 100 PSI PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP WALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. B. Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BIT NOT LIMITED TQ RAFTERS, VERTICAL STRONGBACCS, LEDGERS, BEAMS, HEADERS, AND POSTS, 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. 3. Wh BER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYPiR (SOUTHERN PINE 62) OR BETTER (UNLESS NOTED OTHERWISE). 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN #THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. MIN MUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE IN 8" LAYERS AND COMPACT TO 95°k MAXIMUM CRY DENSITY DETERMINED IN B. ALL BOLTS SHALL HAVE MINIMUM 2' SC DARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. NOT CHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). a. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS 9. DO NOT BACI(FILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) GRE TERIHN WON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATH NG. 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. FOR AT R CEMENNOUSTILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8' OSB EXPOSUR&I OR 51W CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING PROVIDE PANEL,CLIPS ID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'b" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGHED AND SEALED SRALL ONLY BE USED. SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APFLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. WALL SHEATHING SHALL BE STRU§TURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32"APA-RATED O.S.B. OR 112 'ZIP BOARD SYSTEM, INSTALLED PER 13. SWIMMING POOL,DECK,SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY g4GINEERED SHOP DRAWINGS.MAN[FACTUREIR SPECIFICATIONS. 12. MINIMUM DI MENS ON OFANY 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 A2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS TFROUGH A WRITTEN R.F.I. PROCESS AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE 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 LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SI MPSON" STRONGTIE BY SIMPSONCO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSNAILS AS 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 FLOORCEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M1'). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'4" WINDSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 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, BTH 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 I' PER 100' OF LINE WITH EVERY IVF CHANGE IN TEMPERATL ,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 TARE 2606.1 OF THE FBCR 0FW EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM I/V PVC (SCHEDULE 40), INSULATED WITH'W AM*LEX. 3. CONDENSATION LINES SHALL BE MINIMUM''/' PVC (SCHEDULE 40), INSULATED WITH AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GVE 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 I. UNDER STAR PROTECTION: A ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Z" 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 ASTMC-1063-11A & R703.7.1 OF THE FBCR 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L"FLASHNG -- 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 ASTWC1063. I IAAND 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 ASTMG1063 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 7.11.1.1 OF THE ASTM-G 1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN 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 8Y THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H IT EC T S Desi n Grou{ I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www, a b d es ign gr o u p. co m AA #: 0003325 O p W A Q 4 V b 01 b v'm b A b W SUBDIV. & LOT: OAKLAND LAKE (LOT 21) MODELA 1452 XXX00- 00 PROJECT#: 02784.000 FACE: GENERAL NOTES 160 MPH EXP. C DA : 5/23/18 e :1/4$$=1'-0" GNor 8 A MAY 2 5 2Q18 Permitting Department St, Lucie County, FL GENERAL NOTES 1. ALL WORK DONE UDDER 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 fPSF1 Al. SLEEPING ROOMS 30 A2. ATTICSW/STORAGE 20 A3. ATTICS W/OUTSTORAGE 10 A4. POOLROOMS 75 A5. BALCONIES 40 A6. DECKS 40 A7. STAIRS 40 A8. ALL OTHER ROOMS 40 B FLOOR DEAD LOADS mSFl B.I. ALL AREAS 10 C. ROOF LIVE LOADS " CA " MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301, 6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD CPSFl D. 1. FIBERGLASS SHINUES W D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E, 1. BASIC WIND SPEED VULT. = 100 MPH, VASD= IN 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.SUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±oA8 F. GUARDRAILS AND HANDRAILS LIVE LOAD fPSR F.I. 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 DI MENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 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 AN" FABRICATION OF THE WORK. ALSO SEE'DRAWING(CONTRACT DOCUMENT REVIEW BY BUILDER' NOTE ON COVER SHEET (CS). 5. THE ARCHTECTiENGINEER SHALL NOT BE RESPCNSIB.E FOR THE SAFETY AND CONSTRUCTION pROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BULDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITI OS- 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTECT/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 GAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESGNr:DANPINSTALLED INACCORDANCE 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' AFF. AND MORE THAN 72' ABOVE FINSiED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2A AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL MED. (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN WIND LOAD. B DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR BTH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS; SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSIW 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 MNIMJM NO. 26 GAGE (0.48 MM SHEET STEEL, 1 INCH MINIMUM RIGID NCN METALLIC CLASS 0 OR CLASSI DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENNGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATEP FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'h -INCH GYPSUM BOARD. APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMSA80VE 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 S4 INCH 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 BULDING WORKING POINTS, ROUGH GRADING; MSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CI VIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWI NGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL, ALL CONCRETE FOOTINGS SHALL BEAR ON LM57URBEDSOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW R NISH GRADE (MIN.). IT IS THE RESPCNSIOLITY OF THE BUILDER TO PERFORM SAIL 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 BULDING 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 A9 PESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NIII BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THANIA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL PLACE INS' LAYERS AND COMPACT TO 05%MNOMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BULDING 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) 9. EXCAVATIONS TO BE A MINI MUM OF 3'- 0" BEYOND NEW FOOTING LINE. 0. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. I. THIS BULDING IS NOT DESIGNED TO BE CONSTRUCTED WITH A FLOOD ZONE, UNO. CONTRACTOT+ IS TOVERIFY THE ELEVATIONOF THE FINSHED 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. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS AA.,nnrTr 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 2600 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROM SIDNS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE MAR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS.. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL E> POSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 7. PROM 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. CONTF ACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR 6TH EDITION (2017). MASONRY 1. MAW Y CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021AGI 6301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE W TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Ftn =1500 PSI. 3. OPENLE NO BLOCK MAYBE SUBSTITUTED FOR STANDARD. TWO CELLED BLOCK 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITHASTM C27UT STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORT JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JCINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN V. 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 PROVIE IONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL Ck U CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL REINFORCING. 8. MASONIRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CO qCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI $15; THE STAND AD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFC RCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (LINO). 3. CONCR ETE SLABS ON GROUND SHALL CONTAIN MICRO OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAG AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kqW) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPL WITH ASTM Cl116 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 MINIMUV 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, NTH LAP SPLICES OFAT LEAST 25'. 5, RUN RE INFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEAR) ' CE OF MAIN REINFORCING FEARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGPJNST AND PERMANENTLY EXPOSED TO EARTH 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: BA #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND C.I. #11 AND SMALLER D. BEAMS & COLUMNS: DA PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'k" 7. DO N O CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRIC L I. ALL ELECTRICAL TO COMPLY WITH THE PSI 8TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BULDING CODE RESIDENTIAL, 6TH ED17ION(2017) 3. NOTE: ALL FOOMS1 SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (20U) REQUIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125-VOLT,SINGLE-PHASE, 15- AND 20-AWIERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVESAND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS I FAN ONE RECEPTACLE OUTL€T, IN ADDITICN TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE R€6EPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS. OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED =OR EACH MOTOR VEHICLE SPACE. I.11111-_ 4 I. ALLWO DSANDWOOD CONSTRUCTION SHALL COMPLY WITH SPECDFICATIONSAND CODES MODIFICATIONS AS SPECIFIED HEREIN A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PROQUCTS ASSOCIATION: R NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C SOUTHERN PINE INSPECTION BUREAU C. 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. AEA- THE ENGINEERED WOOD ASSOCIATION: E. . ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO. A Fb = 1,100 PSI Fv =175 PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO', RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE 9) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUM 3ER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUN NAILING PER FBCR 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL SOL IS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AN YOR NUTS WHERE IN CONTACT WITH WOOD. 1. NOTCH OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). B. FOR T SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSUREA OR 112- CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATS t THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 9. FOR CEL ENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15132" APARATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID-S PAN FOR SPANS GREATER THAN WON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 10. FLOOR EATHING SHALL BE STRUCTURAL GRADE'/. SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAJLED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL %fATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 112' CDX PLYWOOD OR 15132-APA-RATED O.S.B. OR 112 -ZIP 13QARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SO. 13. PROVIDE SOUDBLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYR 02. 14. AS PART1.OFPRGIECT, AB DESIGN CROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PRC1J ECT. IT IS THE BUILDERS RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER A3 DESIGN GROUP RECEIVES INTIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGES THROUGH A WRITTEN RF.I: PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHTECT. 16, TRUSS MANUFACTURER SHALL MOVIES COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPART 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 FF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSUTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONGTIE BY SI MPSON CC, OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINLAILSAS 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/CEILING 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 16OMPH/B 16OMPH/C 160MPH/D 2X6 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 FBI 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. REX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1"PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10- VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM '/.- PVC (SCHEDULE 40), INSULATED WITH'W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W 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 P2003 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) 2-STORY GYPSUM BOARD JNDER STAIR PROTECTION A ENCLOSED ACCESSIBLE SPACE LNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE (INCLOSED SIDE WITH j¢ 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 ASTM01063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS -- THICK -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 ASTMC1063. 11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N, (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM01083 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN (178 MI INTERVALS ALONG SUPPORTS PER SECTION L 11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BULDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BALDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW Qf THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CCNSTRUCTICN 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: 01/01/18 A R C H I T E C T S J "4 N. KUNALU KLAUAN OLVLJ. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII SUBDIV. & LOOT: OAKLAND LAKE (LOT 21) MODmr : 1452 XXX00- 00 PROJMCT*: 02764.000 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHn ECT1 STATE FLOFIDA D ; 4 12/18 SC /4"=1'-0" SECURE STRAP— TO CONIC. W/ (2) 3/16'x2' TAPCONS -- - q WB ROLL :)R EQUAL 3 I/2 THICK-- `--SECURE STRAP CONG. SLAB t0 UNft It C21 "8x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL N PLUMBING ISOMETRIC (SEWER 2'-9" 7 1 HB. D1 oL0'-0' FIN. ELEV. FIN CONC SLAB C3 1/2' GONG., REINFORCED W/ 6'x6'-W1.4 x WIA ON 6-MIL POLY ETHYLENE VAPOR FARRIER ON WELL -COMPACTED CLEAN FILL I' PVC CHASE FOR ELEC 11 ISLAND (0I-811 III I i a�7 I cV I ----- --`J� SXTEND LAB 1 11 1/2 V 0 21'-4' LAV. N SA Di 421RECESS J SLAB FOR PAVERS I ■ ■ ■ 1/2' 3 _41 ll '-3' 2c3'-3' iSHO*Rii I XAN II �� i i ! N -1 I 3/4' II CONDENSATE LIFE -4' N �n BOLLARD IS'-8" N PAVERS 24'x24'xl2' GONG. FTG. W/ (3) 5 REEARS EA. UAY ON CHAIRS MIN. Pave `r 3' COVER (2 -TYP) ECGE LINE g DI 4 DI 4'-0" 11_8 4'-8" 40'-0' Ni1101111 I'1 a \I PLAN SCALE: 1/4 ■ I'-0' ELEVATION 'A' r �t 3 1/2' CONC. SLAB 4 A R C H I T E C T S Grousi n PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII ��emaoommuog BVHDTV. 8e IAT: OAKLAND LAKE (LOT 21) MODEI. 1452 XXx00— 00 PROJZCT*: 02'784.000 PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHRECT STATE OF FLORIDA APR 1 DATE: 4�>e12 /18 SC :1/4"-1'-0" SI&ET 1 or 8 1-t1_71 DOWEL PLAN SCALE: 1/4 w 1'-V ELEVAtION m !ARCH IT ECTS sin U inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII ��000000mcog E 8 w E O C SUBDYV. & LAT: OAKLAND LAKE (LOT 21) MODEU 1452 XXX00-00 PROJECT*: 02784.000 PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA J ANnM�L 120i9 DA /12/18 ssCALE: 1/4"=11- 0" LOTT'S oe' CONCRETE RO, BOX 771255 WINTER GARDEN, FL 34777 PH. <407) 656 2112 LINTEL NO. LENGxT14 TYPE COMMENTS L-I 11'-4' 6/28- 41WI L PRESTRESSED L-2 4'-8' 842-8-flAX JL RECESSED L-3 5'-10' 8A6-6-MIKOJL L-4 4'-6' 544-6-MUKO,L L-5 4'-6' 544-5-MUKOJL L-6 1'-6. 044-6-f )J91 L L-1 4'-6' 844-541=0t L-8 4'-6' 044-6dUlKO,L L-9 4'-6' 844-541AXOJL L-10 4'-6' 044-5d AY(OL 4ASTM4411946TI LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-1 11'-4' MO-I5AT PRESTRESSED L-2 4'-6' S*22-08AT RECESSED L-3 5'-10, W*-OBAi L-4 4'-6" SF24-0BAT L-5 4'-6' 8F24-051R L-6 1'-6' SF24-16AT L-1 4'-6' SF24-OEW L-8 4'-6' OF24-09AT L-9 4'-6' 2F24-08AT L-10 4'-6' SF24-OBAT ■ PATIO L-6 5068 SGD DINING 8'-8' CVA �lp ((U 1=41 1 1 II KITCHEN 8'-v CLd BEDROOM 3 8'-5' CL& BEDROOM 2 8'-8' GL& 1 iir, 25-SH L-4 ECsRESS 25-SH L-1 BATH 1 ar- c ° GREAT ROOM 94 CL& L-2 ENTRY V-8' GL& WALL LEGEND W-al' 5LK. 5R3- SHEAR WALL SEGMENT WOOD FRAME BEARING, WALL INTERIOR: 2x4 WALL • 16, O.G., UNO. EXTERJOR WOOD FRAME WALL PER C421 LNItY BPECKCAtill REI E}Q TO TABLE "3 FOR MINIMUM INTERIOR NON -BEARING REMI EMENTS • PURRING AT MASONRY ' OD WOFRAME WALL: 2x4 • • 24' OZ. OVER FOIL 24' O.C. MAXIMUM, UN,O L-8 25-SH LINTEL PLAN SCALE: 1/4 • I'-0' ELEVATION L-9 25-SH EGRESS OWNER'S SUITE 5'-5' CL& II 1f.I.C. W-W CLG. 0. BATH _ ay-5 ate. 2—CAR GARAGE W-5' CL& L-I 16'-0' X '1'-0' 0ww A 0-19p 0 �I❑ Ilc A R C H I T E C T S wnuwwIJ, rL sz r nU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrotip.com AA #: 0003325 �00000vr E 8 E t C L stmDm & LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 XXX00-00 PROJECT*: 02784.000 PANE: LINTEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLOENDA 1208 DAT*:f 12 /18 SCAiX. 1/4"=1'-0" 1 SHEET 3 OF 8 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS s-�RFrdST 11-1 INTFI S S.^_FF LOADS ®I ®®� .,v ,. ® �+,ri'i'Y�tn*,✓°A'si/}'',+v'e�..+{J3iI.:�'ll. 077n, NMN .;.s m� ®®®N=N ®®m`a}�" f�%G✓..%tr!} ®r '.�fif�fi,�+'"4nf IMME ,i'}'%%J'�1�:.,`r}>�"A,�. s/..SS',r�1`r. �,, :. i®®%fr7?r.+�^tL'�}✓,.t'a"✓i✓t..,l"n.�%,+'' ®MN ice® rr r 'YJ ix'Ylr ©i®M fI %%r i✓ �Yn+''f�ld N "C3- Inim KNO ROOM C1 a J/t "' 0a'PY. �' ;�'�.i"l'n'�:6A/,JNY.F"✓r"ll/.VS ®®PRIME n®®w Miami €eY��Ynd+rWOfY✓u^eYdutY4!A/}Tlri.a'''t"'�rlwfil.�J%/ll��lt f.+IFA' MINE MWE MUM NMN ®®0� +dlµ'..I.NNi�J'wi fifl�}I�.('.efv'3..+✓}f MN �RNON f'��i��II i�®®®®! +1.ff IIYbf 4Jf'%•✓'�i'f.,iffi.+r',.�%✓�'I,.Y1•+� R FIFFCAST Uln RECESS DOOR U-LINTELS SAFE LOADS (L5S/FT) },,-.r. /trhnr�r}.1,� rr!„(un'r✓`"JFr'"�'r_. - _ da�r'S% M -. ®N=M Imsm ®3>+1,`'»YJJ'-'.e{y"r ,�, r. AST RETt LINTEL SCHEDUE MATT=RIAL5 I. f'c 5' precast II - 40W vol 2. Pc pre&treaeaci lintel - 6000 psi 3. Grout per A6TM C416 rg - 3000 psi w/ maximum 318 Inch aggregate 4 8 to II inch alum P 4. Concrete Masonry Units (CMU) per ASTM CSO w/minimum net area compressive strength - IWO POT 5_ Rabar par ASTM A615 grade 60 6. Prestressing strand pan ASTM 4416 grade 210 low relaxation 1. Mortar per ASTM C210 type M or S GENERAL- NOTE5 1. Provide full mortar bed and head jointe. 2. Shore filled Nntels as required. 3. Installation of lintel must comply with the architectural and/or structural documents. 4. U-Lintab ara manufactured with 5 1/2' long notches at the ends to accommodate vertical call ratnforcingiand grouting. 5. Reference the CAST-CRETE Load Deflection Graph brochure for lintel defleotlon TnFormation. S. Bottom Field added rebar to be loroted a the bottom or the lintel cavity. 7. 7/32' diameter wire stirrups are welded to the bottom saes for mechanical anchorage. 8. Cast-ln-place concrete may be provided in composite IID:e1 In Ieu; of callorete masonry units. S. Safe load rating based on rational design analysis par AGI 315 and ACI 530 10. The exterior surface of llntele Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-n& or other approved coating. II. Lintels loaded elmultanecuely WILh vertical (gravity or uplift) and horizontal (lateral) load& Should be chadked for the combined loading with the Following equation: Ad l-ed vertical load Applied horizontal load S IA Safe vertical load Safe horizontal load 12. Additional lateral load capacity can ba obtained by the designer by providing additio.•al reinforced concrete masonry above the Ilntal. See detail at right: 'm=1500PST & SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE CLIR YP <4 (2)'RS REBAR e �•' a GRAD or GRSO 5AFE LOAD TAaLE NOTE5 1. Ail values based on minim Um 4 Inch 7. For composite lintel heaghtts not.ohDm, use safe nominal bearing. Exception: Safe loads for unfilled load From next lower height shown. llntele must be reducad by 20% If bearing length Is 8. For lintels lengths not shown, use a are toad From Ides than 6 1/2 Inches, next longest length shown 2. NIP,- Not Rated 9. At[ safe bade in units of pounds now linear Foct 3. Safe loads are buparimpose9d allowable loads. 10, All oafs load6 based on simply s ported 4. Safe Icads based on grade 40 or grade 60 field span. rebar. 11. The number in the the partentheas I dicate, the S. One • rebar may be substituted for two 5 rebar. percent reduction For grade 40 f1 Id added In S' lintel%only rebar. Example 1'-6' lintel type 8P 2-I15 safe 6. The designer may evaluate concentrated loads ggravity load . 6412es, w/ 15% red etlop S472 from the oafs load tables by calculating the (g5) e 5501 Alf maximum resisting moment and Shtear at ci-away from Face or'support- Tl'f=E ®E51GNATION INe FRII P Cl-EAR R r = FILLED WITH GROUT / U - UNEILLED '3 r-QUANTITI" OF 05 REBAR AT y BOTTOM OF LINTEL CAVITY F U 7 Q 4 CM.0 z -1�/1't GLROUT +r - zZ L QUANTITY OF AS -y "5 REBAR A BOTTOM RE15AR AT TOp 0 OF LINTEL VIT"' NOMINAL HEIGHT BOTTOM REINFORCING NOMINAL WIDTH 1.5/8'ACTUAL PROVIDED (VARI IN LINTEL 5) S' NOMINAL WIDTH TABLE No. 11 S SAFE WORKING. LATERAL LOADS (PLF) e" x e" LINTELS LINTEL BATE LAIBRAL LOAT O (FP) Trial T�'e a.0 FAN 5".LmQtr SOUP 2-10' Fret 19S3 M4 3'-1. Precut II 191E 4'-d PrRFwt 644 W14 4'-6' Fawn Sao MOO 4-V Feceet NO IWb 5'4 Fxaot ass am 5'-I0' PraveL 543 ASS 6'-4' Floret 694 B64 6'-b' Foxe! 6Q ¢a8 b'-e' faaraet 3a nil Mowd -0d6 M 1'•B' Feast 425 am B'-0' Reael 361 aK 8'-4' Faoeet 354 745 4, 9' Fr=d 211 Be 10'-6' M,sma. In 4M II'-4- Fa4RL a0 W m kL. 164 DO Fwaet 145 ON 19'4 Fe a IW 404 14'-0' Feteµ 99 Aar 4 v Pratraeed NA. 341 S'-4' Fekraea! NA 3W I11-4' Fwtreeeal NA 20 11'4' Fatraecd NA. no i0'-o' Ratreeeed NA M 21'-4' 'Frntwr®Y NA DI a'4' F«Lreeed Na. lm 24'-V Reetreeed NA. 53 NA - Not Raaeaded LOTT'S L9 CONCRETE O. BOX 771255 ER GARDEN, FL 34777 tC4 W TS yge a/s-s-r1) �ico� � s/s-s-n) 2i�icm NOMINAL WIDTH/HEIGHT OF LINTEL r PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No, OF ADDITIONAL #5 OARS IN UPPER OR LOWER LINTEL CAVITY F LINTEL Ski WTI LOAD$ (r LF1 Total Leath1-- H DOOR PLAIN 6' DOOR HBADER SOLID TO 2011 4'-0' 960 WTI 4'-1' SIN Sal4'-n 10 DE6 4'-9' bag I" SIT. 610 IIni'-0' 004 964 11WAPER FW 4n 15T 3B6 2W 535 GENERA NOT65: GORES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 2 1. 13. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION CONCRETE SECTIONS 180). a 2101. 13. BUILDING CODE !REQUIREMENTS FOR REINFORCED CONC�TE (ACI 316-08). 1.4. AMERICAN 5C1-MTY OF CIVIL ENGINEERS MINIMUM DE5IGN LOADS POR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE= 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2-11. PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI 2.1.2. PRE -OAST UUPRESTRESS REINFORCEMENT-6000 PSI 2_I.3. GROUT PER A57M C416 - 3000 F51 W/ MAX. 3/8' AGGREGATE, B' TO it SLUMP. 22. REINFORCING BARS: 22J. STEEL PLACED IN PRECAST LINTEL AT TIME OF P45RICATON ASTM ASS (GRADE 60) 222. STEEL IN LINTEL AND KNOCKOUT BLOCK (RACED IN FIELD) ASTM ASS (GRADE 40). 23. F°FUE-6TRE65ED STRANDS A57M A416 7-0IRE, STRESS FELI£VED 210 K'SI 2.A DETAIL REINFORCEMENT N ACCORDANCE WITH A01 315. TABLE No. I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" x 8' LINTELS LINTEL LEN5T4 CLEAR SPAN LMEL TYPE LINTEL STEEL INsILLEP GRAVITY CAPACITY (I,'RA <0)5t1 GRAM CAPACITY (R9L flAU QFLIFT CA",' (115L (I SU UFLI11 C111,YY (USL 0Aw worm BAR Top BAR WAIT CAPACITY -w 1-6' PRCAST 11)n (2)R 4245 a09 1BM 6529 loom 314' r-2' PRECAST 12)1 (2)R 2419 3631 3831 4BI5 4815 4'-a' 214' PRECAST a)n (2)R no nil 2111 33% 3306 *W 3'-r PRECAST l2)t (2) N3 7l65 SW5 2600 2605 A-R 3'-4' PRECAST 4) n a) R M Sall 2011 2421 241 5-d 4.V PRECAST (1)5 a)R W06 IbSI 1651 DID m 5-1' 4.6 RECAST a)5 a)4 Sic 1425 143 AV ISM 6 4 5.0 PRECAST a) µ (2) 4 140 183 Q93 26 Now 11.1. 5.1' PRECAST (2) N a) R In 12n 1232 HIS ENS b -B 5.4 PRECAST (2) V a) R 682 1164 law Val I 1-6 61-21 PFFCAST (2) µ e2) R 510 921 901 &'5 1Pa2 1-B b•4 PRECAST a)W "',R EST So 955 164 YM1 B-m V4. PRECAST (2)M I evn BW 902 SOD Tla R.84 8-S T-01 PRECAST alµ 0)V 469 m 851 64a m1 9.4' 0-0'PECAST (2)µ (2)R 4W l26 126 499 l75 SONY 9-r PRECAST (vµ (21 3N 5 311 ITS 1SONn-0' PRECAST (215 (2)51 95 561 56 56l Sn 6IDl T P lv ' PRECAST 0)5 (2)5 TV M 525 27 561 ¢ V A-V PRECAST a15 (2)5 27 AND 4W 261 5p 13`-4' l20 PRECAST (2) 5 (2) n Too 46S {6] 214 4R 14 �' 12 6' PRECAST (2) 5 M 5 na A30 1 4W 190 TOO 14 6' @ 4' PFE6118dBED a)µ (2)4 NI 41D 40 23@ 446 16 4' 14 @' FYEBmE95ED ivµ (2)t NR 3T0 311 2b dM IT 4 IB try PREsiREE6Ep (a) µ (2) 4 KR Sae 2R W3 3n 19 4 IB FfEstpEEBEP (2)5 e2)0 NA 7L4 224 N 254 2@-' Ia -B PRE61PE5EE0 (21 lb (2)5 NA SM Yol 0 23T a ?0 0' PREBiRE00ED 0)5 0) -3 FIRIn III tol M -e' PfE01REME0 2)5 (2)5 NA 104 164 lop SD 14 0 v•B' PrH511&95E0 (I) It (v5 Ng M in B4 163 JA@LE N= 2 REINFORCING SCHEnout & LOAD CAPACITES SAFE WORKING LOADS (PUP) S" X 16' MINPOSITE LINTELS LINTEL LBYTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY M4N7 CAF4P11Y (IML[IMU rUpT CAPACITY WIF(IMU U,Um, c AcrY On_aM4 WITOMBAR 7CP5AR CAPACITY ro)%: It a -I r-6' i r2 - 3'•6' PRECAST (2)n P)n sail IDI lawotloV 41•0' 2'-B'PWnW a)n 7)9 4261 S:090 65M ImR.v- - 4'•6' 3'-2'FRUCA07 U/n gall to, 653 I Alms' 3'-4' FRECA57 a/R R 29H s4N 604S my 5'-' 4'-0' � PfAUT ml 4aT9. T 441 W1 5! 0. 4 6' PRECAST tl)l 31523 SOS TROD 430 V.A. amp' Pi@i,401 (V 7)R 411b 41% 2902 ddA 6 -b' 5-2' FPICA9T (vµ a)n 3934 999E PEb 661 FTffiGAg1 (2) A4(2)n 3TW 3TW 20 19 6 1' T alµ > 2911 tp90 3010 64 T fa)µ 219E a a9 1 am 6's' 3)µ ON SCSI Pal 11M aba F'fg( r a)µ t3)n 219E Sao Sao 2506 S-O' PRECAST a)µ )4 196] me Q3s 1M5 T-2' FIFECAS7 alµ 2)t 1677 Al 96i 16% II-4' -0' FFffCAOT Ms v 4 466 M 1C4 IT," 9' PECASt (2) 2)9 Tab 1335 bil B?3 Q •6' A-z' PRGA (v5 IaBI Q61 694 12% r-YiECAOT (2'5 )g 144 1144 545 In$ r#CAST 0)5 2M So do, 406 Vin S S D- Tvµ R Nis N5 451 90 I6'-0 PREB1Ta:S9EV Tvµ )n p VB 417 823 IT- ' '•p' PFE8IFECSED (a)µ 99S NP 641 19.4' W-0' FRE9�99FD (215 )5W Y6 2ke 68 ffi'•o W-S' PIiYrTR£86pp (2)5 rv9 Ds M 243 479 21-4- 21 PR51maseD (2) 5 1-1. 1@-0'PIPTNOW (2)5 ) 24'-% 11'-e' Pnmmzp 7)5 RP5 461 Ql 101 330 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 6" X 20" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LME "M LMEL DIM GRAVIn CAPAGItT aAL (All GR4YITT CAPACITY (I»L (V5U UPLIFT GWACITY (A5L (Ift MPH CAPACITY (IAL f2MU SolrOFl 8AR 1PP BNS 3s' 2.2 -F.'s PRECAST a (11n 'a4o C I000D Tenn@ 4 0 AST a)n (i)n 503 @ Teem low 4.6 3-2 AST q?v 4Wa 0 41 1000@ •e 9.4 AST CA 0 1030. Pont, PfECABT ()19 (/R 6239 n@mm BVB Vow 4-6' FFECAS a)5 (2)n A016 aTM 466I b -0 5.0 AST O µ 7 a 6152 Vim 3B61 6.6' 64' TRECABr (1)e4(vn Neo 62a@ MAO 54 PpECABI alµ i W Salo 3441 1.6' 6-Y FFEC461, (2)µ mj d9 an 26% OV9 1 •IY 6'4 ASi a)µ ( ) 4M9 Acts Ya00 483 B'-m b'-B' PRFCAS (V% MIT 31W 313o MD Man a-4' T-O PSECAST / 340 Sam 2019 moll 9.4' V-S, AST (vµ 2134 2T34 Vic 2938 (21e4 (V R 2211 1235 2299 S'-4' 7e-0' (#CAST (v5 f2)5 EBS Eat 1031 2poM '-0 •B' i (VS n19 Ina 910 Qd 11-r ()5 a5 WIT YA1 we 1101 B -4' n i a)5 S@'ISan, 13 14T4 14-@ 114 RccASi mS 1339 B99 636 an I4-e 13.4- 1 7 µ (a)n W93 --off- 66T lal 15-4 K.O.FE91RA9ED alµ 7 t124 M24 WA' PRE6TRCS6EP DO 14 ( 53V 030 4n "I 19.4' W-0' PRE5iR:8gE@ a15 TOSS 3 669 2W-0' W-B PRE6TIES6Ep 0)5 V5 919 mt Q 214 2@-o RSE9TR9°ky a 5 B5a WT19 540 12•@ 2@-S FRE6TRMEP a15 a 9 l IT l 607 2 -0 eras FR9TFE a)5 6M 1a TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24' COMPOSITE LINTELS LINIFL LENGTH CLEAR SPAN LMEL Tn°P UNTIL BIER GR4VIn' CAPACTY (OA5L Oft GRAVITY CAPACTY (LML (1AI umm CAPACITY (I aft UPLIFT CAPACITY (ML DIM BOTTOM BAR lop BAR 6 (2) 3'6' 2'Q' PIEGAEr f2)R 12)n 93bl 0w NGbm W-0' 24' FRfAST aAR A)R Ilia p009 OnOo m0A0 1.4. 3•a PRECA67 a)R (2 R 501E Ross ants WOdO Alms' 3.4 PRECAST fv5 a)n (vn 7)R 403 uw 62v owed Ones W29 TMI SIM 415E @@en nMn noes, 5'-4' 4-V PRECAST Ivy 50-10 4.6' RECAST COS 14' S•@ CAST T N 6a' cast : 7)t Bsa9 446I He6-B V-v PRECAST Tvµ ($1n 001 sAm AM 6420 1-6 -r PRECAST ova aJR bm 641E N'r 6411 T-6 -4' PRECAST (vµ - ie14 E9a6 604 3085 6169 0'-m' 6'-R "AaC4Er a)µ - 1 7361 b361 BM om 0.4' T-o' PPEGaSi (2)µ (aiR 4a31 4S1 MIT 5W0 4 V ' B'-0 P t;Aar (2)µ (21 R MN 5126 Bat Sale PRECABr (Vu Oil 2sl 2931 Mo W25 II'.4' ICI-V PRECAST Mt TVs 155b 2553 M2 2W4 Q'd' W-0' FCCAST (2'S !y5 a)5 2305 2141 192E 230 241 F#6 1123 Ian 6m 2291 Sv9 OF al. II.T Plc r Me B'•4' p•m. PRECAST 1 (7)5 r TVs 2)5 (2)n 1 e ZlTo na nos 2M mt ON sSo w M Ilfl 3 7Jµ -4 14-0' S TT)µ n'-4 Ib-0' PM57FEM IT)% (a)nME (v5 ()5 M-3 DID 1215 062 low 1310 102 464 311 V1 304 9W 135 e'4 A o 9(!D aJ5 ZV- IB PPE SPED lVe 71'4 '201- ' PRE 7)5 22-0 20145 ME61MBWP 2)'9 624 SEA 4 M 239 BIB 413 zrFs' 04PRISSE (v5 TABLE Na. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 28' COMPOSITE LINTELS LMi64 LFYG N CLEAR SPAN WI TYPE LMEL 6TE- GRAVITY CAPACITY (0)SL TIMU GRAY G ACITY TM (Il UPLIFT CAPACITY (IML (IM UF-IW CAFACPY 1115L Unit BOTTOM am TOP BAR (In 3 a a' PRECAST (2)n n0a0 low loom 4-p TEV P8CA91 a)n (a)R ITI6 o 10w law 4-6' 3.2' P�C.9BT (2)n 7 4 60m1 WOOD I0000 law 3-d' P�{AST (vn (2)t S5M two two 1006n 9-4' 4�' i (a)5 111R 100@0 8363 1o0@p 610' T (2J5 a1R 1361 60m6 6 fi PRECAST a)µ (2) lam o 5641 6 s' Sri' F,RC{A6T (v'4 l21 R Umpem On00 a3W Ise" 6s' 64' T Mµ (2)n 963E n000 San 1000D 14. 6•r 1 (v'4 !t)n l4nA 5561 SINS 1693 1•' 6-d' (alµ 7)1 1 Soo 3661 me 0.0' -0 (21µ CIA 64r9 1M1 332E mar 1.0' 1 (2)'4 4 6933 'A31 6m91 0•m' P!d{ABt (vµ !vR 4%1 32fi6 ties 41a Y-2' rTCCA91 4)µ (2) R 352E 3044 IBo1 3663(2) MIS 3w 329m 1 3m36(2)4 a996 a93B 193E(1)5 (a15 zla JT6 Ian 2499 F-4- f2;S )9 2q6ad16 1049 2WBQ•e' P1iCA5T (215W nib SSW ml E'VI P3ESTt�6bEP (a)K WI 2" 126 id31 i (2) 4 2616 6 663 QW 0' PFEbTRESBEP () µ a ZW3 2 3 416 1soW 0' FR61resoap (a -3 [2) 1 S 010 W•D fiE91RBS9BP fv9 v5 149E 149E 3B5 163 21.4 20.0' FR9TREBSED a>5 (2J5 Tact. 39B 66S 2d-0' SOS, rFLWNL (2)5 !v5 Q11 122 31 WS 2 -@' 22'-0 fRESiRE89EP (v5 0)5 I 04 1 1014 266 oil TABLE NO 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 5" LINTELS LINTEL LiDiiTH CLEAR SPAN LNTEL TYPE LINTEL STEEL PLAN GRAVITY CgPpCIry GRAVITY CAPAC47 Wni- (MU GRAVITY CAPACITY tl*L (I)51 lIFLlm CAPACITY (IML lISU UPLIFT CMACitt (II Wotto1 EAR TOp 5^bi 3 , 2 2 PRECAST Me 065 M 4 0' 2-r CAST ),a el IAb 426 ITS$ 9 4 6- 3 PRECAST on I W04 NBs 441 34' FAECAfT n (2)91 Btb IOF WIN 199E am 6' 4' W-Or Fd:LPPBT 6 IV W 1 114 6-W- 4'b' ST 9M S9a m's 6-41 PRECAST M 4R)4 494 l4l 14'I TB 63 6 V4. PRECAST' 47 Ia M I30 64 54 PPECABr -Mv 456 699 693 600 Tap Ts 6 PRECAST 3a1 96 526 No 661 1 8 W' PRECAST US 315 505 me M 64T 6-5' PRECAST (vR 303 536 SAO 4B2 60 B Imo' PRECABi (2 -0 Sol 411 516 9 B =CAST µ fa n SOO 40 316 454 o' 94' FR2CA0T fvR 246 311 3T2 a AS -4' m-% FiRaUa 1 f2 5 a)5 215 30 3 5 B9 3" z•N n-e PRECAST a)5 202 2B1 n3 Vs PRECAST (2)5 WNIS a43 B1 238 PpECAar BI 14 A2 am ISO 14'-0 @'s' PRECA§i fv5 ¢6 W0 Is IM I6l TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 6" RECESS DOOR HEADER LINTEL iN CLEAR SPAN LNTEL TYPE LINTEL STEEL aFILLED cwwArr CAPACITY GRAINY CAPACITY (R:i Tom GRWTY CAPACITY flr9LlUN UPLIFT CAPACM' IIML(Ihw In" C PACM (wS (2MU SanUM OAR TOP BAR R a4 4'.0- a'-8' 1 OF aJ [vR W5 law "a "S4'a' r-S' (1 V (21t 2 1 I'm4'-4' 3-@' FccAST (21R (vR 963 Q9@ M am 896 A-W 3' -T PRE[A57 M-2 M-2 W M 1E81 096 D16 6'- 4'4' PnTS457 (2)-3 2 946 No Ua3 LDII 1'-4' RECAST f2)µ SO b93 693 696 l'a 6'-4' CAST a) ( 9 NB me 4% M B'- ' 1'•4' iREC43r Tvµ i W 4TV 400 ins 646 V4P a'-4' PRECAST (2)µ 273 4S 44 191 4T4 25. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. S. MASONRY: 3J. DESIGN AND CONSTRICTION 5HALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530.06, 32. MINIMUM MASONRY UNIT STRENGTH: FRn 1500 PSI. 83. MORTAR 644ALL 5E TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUE5 ARE BASED ON LINTELS HAVING A BEARING OF el" (WITH A MINIMUM AGCEPTASLE SEARING OF 4' PER FLORIDA SUILDINd CODE RESIDENTIAL, 6TH EDITION (2011 SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 ,-{q ,�a caNnNuous / ,or-SVIIF KNOCKOUT BLOCK �~ i" •' SEE SCHEDULE 05 CONTINUOUS - Is I /32'OR STIRRUPS 4-0' a a BOTTOM BAR SEE SCHEDULE (PRECAST) 8/16-S-(T) #5/(1) #5 PRECAST ,,��99 (1) /Is CONTINUOUS 4 , r-11=1178" KNOCKOUT OEM i t.•' SEE Sl WULE :Aq. e a ' 1-(1) 00 CONTINUOUS OR STIRRUPS 4'-0"WMUDEDera 8/16-S-0) #5AII) #5 PRESTRESSED A, 34. TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) V X 14" RECESS DOOR HEADER LMEL cLE4{ SPAN LMEL IIPE 4NILL STEEL GRAMT CAPACITY (0051. em GRAWT CAPACITY tm (IM UPLIFT CAPACM TIME (im W9.FT CAPACITY (IML aMU EOTiam W4p Top BAR 3' '• FRF.CASi 0 9198 '-2- R (v fvR (2)n (2)n 5 N 3Mg 1=9 9aN tcti 140 6143Coca 689 WOOD 956E 4'-z' -10NS' r-IW' "Imar rut 4'-c 3--v PRECAST M-2 '-V T4 i (VI fvR 25M 6 1 550 DII 's' VA. PRECATITa)9 (a1R 3B14. 32T n4z W-V 6'4' FRECAsr (a)µ (2)R 21m Rim 22ss 28S 1114' fi'-4' f:ABf a µ 2) 11N 2 W &W 1-4'FRI 0)4 2 Bm9 111110 96 PRECmv (2)4 51S Nab 9T4 b06 A. 31, 3&' A R C H I T E C T 5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigrigroup.com AA #: 0003325 �III""III �vvomv000� 8 O C cc 9tngnm & LOT: OAKLAND LAKE (LOT 21) M03=rai 1452 MOO-00 PROJECT& 02784, 000 PAGM- LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHfTECT- STATE OF FLOFIDA DA!� /12/18 Sic 3. 1 Oir 3 SQ.FT. CALC.'S IST FLR. LIVING GARAGE 1,452 393 50. FT. SQ. FT. TOTAL LIVING ENTRY PATIO 1,845 19 18 $0. FT. 50. FT. $0. FT. TOTAL 1882 50. FT. CUBIC VOLUME LIVING 12,632 50. FT. EXTERIOR MASONRY WALL 5firz HEIGHTS 8'-8' BRCS. LOAD BR9. WALL NON -Birk WALL COWONM AND CLAMM WIND LOADS BASIC WIND EXPOSUFE FOR 3 SECOND GUSTS CALL • SOIAFE WILM W'/bR Stm ZOFE XiD APFI WIND WIDTH HE10W DESIONATDN 1 112 16'.0p'-0. Iwo 84' 5 26?J9/ -44.03 Ow Z 20 30" DR 36' 80' 4 30.64/ -30.64 3 11 2E25-W 36, 63' 4 3231/ -42b2 4 M ENS 38' 63' 4 3231/ -42b2 5 42 5068 SGD 143 80' 5 28.14/ -51.05 6 11 25-SH 38' 63' 4 3231/ -42b2 1 11 25-SW 38' 63' 4 3231/ -42b2 8 11 2EGREW 38' 63' 5 3Ob4/ -51.10 S M 25-SH 38' 63' 5 30b4/ -51.19 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) WLT-160 / VAGO.124 MPH B. INTERNAL PIE:SSUIE: COEFFICIENT-+ IS C. RISK CATEGORY -TYPE If EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS a CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE FE:SSURES TO BE MULTIPLIED BY Ob TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTUIa''ERS. E DRYWALL INSTALLATION ON AL.L FRMTING MEMBERS 2'-O' FROM TFE FINISH BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3 3* WOOD FRAMED- ---a 16, O.C. CABINET SECTION 40'-011 25'-24 IAI_I/fll 5'-9" 1'-8" 8'-1011 14'-2' TT KK// 31-111 2'-9" 6'-011 31'-3' BM PATIO b'-0'x3'-0 r1l5068 3'_ 5 HB �,_/ O O Z5-SW cE BM _ _ 25-SH 25-SH EGRESS : T) , m R/TIC DINING I GREAT ROOM O ■ 10'-0'x9'-0' I 14'-0'xl9'-4' a'-8, Ma I �'-e' G.G. I e OWNER'S SUITE � I _ 14'-0"xIY-4' ' 'a -011 ■ i �;:�ill I ■ -- l0 I HEAD Oe fl ° 11 I A �n C N1 I 1 R/i ■ EZ 6 3 4-83 3'-6" 41-4° 502° K8T N R/Te A Q AD OUT UALL 3'- C ' u1 ■ OPT ' I REF. r— --n ------ l a cr l( i I i i l a 4t :t x8 A/G I —UI i i C, A `^ �n SHOVER HEAD B I �_, _ I Ii I �I 1P.LC. 0. BATH ■ ' 6'-8' AFF. u� I 1 I I 8 8 G GCLtx-2 N tt TUB N LI- £+, L m BEDROOM 3 /^,� 8_8 2.8 10g0"x10' w L 11R1 CLG. r BOLL ' LJ F 36'xZ2' 1 G �n ■ me co I ATTIC I O L ACCESS L r A LIN eo 7'-4" 3'-6" ® 1'-8" 1'-6' 4 G r 3-0 BF. I R/t -FOYER RALs. �} I 1 V Ip� W-✓Y u.4. 2 IR-ISH 2-CAR GARAGE ■ ■ — _ ■ 18'-O'x20'-0' b M.T. e'-e' G.G. a ELECTRICAL E RY PANEL e� PAD -OUT 131_I, 11 2'-I0° ■ ■ ■ I STRUCK E-OCK HB BEDROOM 2 n I o GARAGE WALL 121-0'xl0'-0' I a'-v CLCA r-- l 16'-0' X 1'-0' OHGD O -- ■ ■ err o25-SH EGRESS 2'-40 2'-4" 1'-811 16'-0' 11_811 4'-8" 19'-411 40'-OR M FLOOR PNE LAN SCALE: I/4 I'-0' ELEVATION 'A' 0 0 A R C H I T E C T S I�7Zti� PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 o A Q qFrFy Kb a F b N g �F b CID A w LJ SUHDIV. ac LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 XXX00- 00 IP JM:CT#- 02784.000 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA MAY 2 3 DATA: 5;/2 3/1 eEE S ET 4 of MAY 2 5 2018 Permitting Department St. Lucie County, FL SQ.FT. CALC.'S IST FLR. LIVING 1,452 Sa FT. TOTAL LIVING ENTRY GARAGE PATIO 1,452 IS 3°r3 18 Sa FT. Sa. FT. S6L FT. Sa FT. TOTAL 1882 Sa FT. EXTERIOR MASONRY WALL 5% HEIGHTS LOAD 5RG. WALL NON-13M WALL COMPONENT AND C LADDM WIND LOADS BASIC WIND EXPOSURE FOR 8 SECOND CNJSM CALL • AGE DESICiNAT10l1 ZONE 1801 PH WIND YK"H FAT 1 112 161-01-01 Iwo 84' 5 26.09/ -44.03 OHGD 2 20 3068 DR. 36' 80' 4 30.64/-30.,64 3 11 2E25-SH 38' 63' 4 32.31/ -42b2 4 11 Ems 38' 63' 4 3231/ -42b2 5 42 5068 SGD 14' 80' 5 2614/ -SIM 6 11 25-SH 38' 63' 4 3231/ -42b2 1 11 25-SH 38' 63' 4 3231/ -42b2 8 11 2E25-SH5 38' 63' 5 30b4/ -51.16 9 11 2E25-54 38' 63' 5 30b4/ -51.18 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VI4LT=160 / VA50=124 MPH B. INTERNAL PRESSURE COEFFICENT=• .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS a CLADDING PRESSURE ARE BASED ON THE Volt DESIGN WIND SPEED. POCK, III ED. (2011) ALLOWS THESE PWSSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: 1. PRIOR TO DRYWALL NVALLATION ON ALL FRAMNG MEMBERS 2'-0' FROM T4E FIU$4 FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERI'IITE TREATED SPRAY SECTION [-a m m III Nil 3'-2 ff 25'-20 14'-IOU S'-IO" 14'-2' 31'-3' ro X2 _V �8 S5 45 GD 6 RlT�G DINING 101-O'x9'-0' 8'-0, C I I I --- , -j ° ri I I A I ./1 25-54 GREAT ROOM 14'-0'xl9'-4' a'-8' " I g )1 25-SH OWNER'S SUITE 14'-0'xI3'-4' 8'-8' YLc% -61-10WER HEAD * 6'-8' APf. G � m r O 1'-10'v 2'-8" 3'-2" ' 5'-lO" 4'-S' 3'-6° 4'-4" HIT�C HEN AD GUT WAIL X 3'_0 WT ------- i OPT. fi ■ ------ REF. n ll r G 3- 2x8 A� 1 8 m l I t l-lu i i S40UER HEAD --- l ®I i al- i -1 �D W.I.C. _ 0. BATH n BEDROOM 3 10'-O'xll'-0" CE GIG e' -a' ctG m I SS j O -1'-4' - -loll 5'-6 ® 4'-5' 3'-(0' 1''8n-1'40' I -RE. /� — C // � 3-0 W. IF IRA&I - -�-FOYER ul� r e ct� -- 2-6 IR-ISH v e 2 CAR GARAGE m ■ ■ ■—18'-O'x2O'-0' W-a'GLq. Tn O2 ELECTRICAL @ PANEL ENIRY PAD -our 2'-10 � ��' — r ■ BEDROOM 2 12'-O'xIO'-0' a'-W cLcx r 25-54 3 EGRESS n all 0 a GARAGE WALL y + I � I I 16'-0' x 1'-0' OHGD ■ ■■■------------- ■■■ BM FLOOD PLAN SCALE: 114 - I'-0' ELEVATION 'A' A R C H I T E C T S 4Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"IIIIIIII �oovvovoo� 07E m E m SUBDIV. & %,OT: OAKLAND LAKE (IAT 21) MODEL 1452 xxx00-00 PPtOJ'ECT#: 02784.000 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHR'ECT STATE OF FLORIDA APR 13 D /12/18 Sc 1/4"=1'-0" 8110 OF 5RG. HGT. 1' -0' 1-1DR. HGT. 6' d SCORED LINE (TYP)--�_ TEXTURED CEhENTIOUS COATING PER (ASTM CS26)tTYP)—� 0'-0" FIN. FLR, 12 FRONT ELEVATION SCALEi 1/4 - I'-P' ELEVATION 'A' 0'-0" FIN. FLR. , �i (TrF) 12 5�— OFF -RIDGE VENT SCOLD LINE (TYP) -- __ O8'-8' 51%3. HGT. a'-8' SRCs. HGT. 6'-a" +-IDR. HGT. 6'-8" HC)R. NCKT.I "'—TEXTURED CWENTIous COATNG PER (AS1M CS26) (TIP) TEXTURED CEMkTtTlouS `-1 oO'-O" FIN. FLR, 0'-0' FIN, FLR.h IZ �� 9 OFF -RIDGE VENT \—TEXTURED CMTIOUS COATING PER (A61M C926) OFF-RIDC%E VENT 12 Irp LEFT ELEVATION SCALE. 1/4 . I'-0' ELEVATION 'A' 12 OFF-RIOGrz VENT COATING PER (ASTM C926) (TYF)---\� L__1j LJ READ ELEVATION SCALE: 1/4 = F-0' ELEVATION 'A' �-1 8'-8" SRCs. HCsT. - -------- ------ ------------------- TEXTURED CEMENTIOUS ■ _0 COATING MR (ASTM C926)(TTP)----\ '7 ;_, 0'-0' FIN. FLR. - - - — - — - — - — - — - - - — - — - — - — - — - — - — - — - ------- - - — - - o0'-O' FIN. FLR RIGHT ELEVATION SCALE: 114 - 1'-0 ELEVATION ATTIC VENT CALCS AREA OF ATTIC 1864 KFT. NET FREE VENTILATION AREA REQUM (1 30O) &2l Sq Ff. REQUIRED VENTILATION AREA &21 x 144 684.7 MIR MIN REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 s 884.7) 447.4 9Q DI OFF RIDGE VENTILATION AREA 116 8419./9lRN1' SOFFIT VENT VENTILATION PER IF 11.74 %II1./IF TOTAL OF VENTS REQUIRED 3.88 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQDi VENTILATION IN TOP OF ROOF 447 SQ.IK REQUIRED IF OF SOFFIT VENTILATION 3g LF PROVIDED LF OF SOFFIT VENTILATION 181 LF - _J_ - _ A0'-0" FIN. FLR. A R C H IT EC Ts Y/111Fr" vvv, rL .4; S v PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrou p.com AA H: 0003325 �IIIIII"'I �0ovv00000� QE V E 4 C L SUBL1IV. & LOT: OAKLAND LAKE (LOT 21) MOnEr. 1452 MOO-00 PROJECT*: 02784.000 PAGE; ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA : ' /12/18 Sc :1/4"=1'-0» SHEET 5 Or S C O R ,e 2, r,.i m �O R I(v p- u E D U j�j 1 SCHEDULE j � CONTROL DATE- 07-01-15 SIMPSON USP DES. iUPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META 16 1450 111 IS-1& 1400 0) Od x 1 12. 1-PLY, (6) I6d 2-PLY, (USP, 00) IOd X'I In' - NO ISd OPTION) (2) META.16 190E (2) HTA Ib-I& 2000 (10) ✓dd x bT -PLY, CUSP. (10) 10d x 129 190@ (14,111 2-PLY (UfiP. NO ISd OPTION) HETA-16 ILI@ HTA 16 161E (L) IOd x I In. I -PLY, (5) 16d 2-PLY USP: TO) IOd x I In\ NO Ibd OPTION HETA-2m 1010 HTA 20 161E ('$% 106 x 112' I -PLY, (0) I6d 2-PLY UOP: (10) IOd x I In', NO I66 OPTION �. � (2) HETA-20 203S f 2) HTA-LO 911m III 1Od x I In" I -PLY uBp= <1Od IOd s I IR' 3500 (13) I6d 2-PLY (J5p: NO Ko: OPIION) z Q (� LGT-2 2190 LUGt-2 1919 (9) - I/4' x 2 I/4' PTEY. 2 P`_Y (USP, BLK (9) i/4' WB, WOOD (16) 10d DETAL-20 2400 NO USP CONVERSION FOR SIMPSON DETAL-20 (0) - Od x 1 1/2, 1 PLY LzT 3%S FdIGT 4000 (,' S/B" A.T.R. IN FIriH 5TRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WIOOG HC-T-2 TOSS& HLT.2 9365 1t) 3/4' A.T.R. IN HIGH 6TREN6iT4 EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (U5p, WOOD (0) 1@d) HST-3 IM30 Al 936E !^.) V4' AIR. M HIGH STRENGTH EPDXY (MIN 12' EMBED), (I6J 1@d TOWOOD (USE: UkJOD (0.1 mod) LGT3-6DS25 328E LUGT 3 5530 I':' 6DS Ii4N2 VV TO GIRDER (4) 3/5' x 6" TIEN HD TO WALL (UfiP: CONIC. (4)3 V X 5'WEDGE BOLT, WOOD (12) W6251 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO 461E LPTA 155E (10)''od x I In (UfiP. CIO) IOd x. I Ia" VGT H940 NO U5P CONVERSION FOR SIMPSON VGT (I/ 5/8" A.T.R IN HIGH 5TRENGTH EPDXY (MIN I2' EMBED), Na-5D5 1/4"X3" TO WOOD <2) VGT 118E NO U5P CONVERSION FOR SMPSCN f2) VGT) (2) 5/8' AS.R IN HkCH STRENGTH EPDXY .-N_ G" EMBEDI, f321-6D5 I.'4'X3' / 2 PLC' MI5-12 COO HTW 12 159E 04) IOd x I In' ('-,ZF (14)11 x 1 V2%<14) Imd) HT6-16 1150 HTW 16 1660 (14) 10.1 x 1 VY (USE, (I6) 1I x I In', <16) 10.1) HT5.20 1450 HTW 20 2045 (24) Od x I In' (1.15P: (24) 10d x 1 la', (20).Od) V) OL HT944 1450 HTW 24 204E (}4) I0d x 1 In. CLOE: (24) 10d x 1 In', (20) Wd) LST4-12 + 925 LSTA 12 510 (10) 10d LISP. (10)10d L5TA-15 « 123E L5TA 18 1360 (I4) 10d U5P: (14) Od - MBTA-10 +. 131E -_. N101A-I& 131E f141106 U5p: (14) 10d M0T4-24 .+ IS40 M6TA-24 I450 CIO) I@d U5p, (15) 10d MSTA-30 .4 20DO M574-30 2140 f27! Iva UaP: (22) 106 MSTA-36 . 2050 META-3S 252E P16)IOd U6P: C26)10d ♦✓ M&TI-36 3&00 K571 236 3090 (36)10d x 11/1' USE: (36) 10d x III 15TI-48 5065 KT81 248 4250 (46) I@d x i In USP, (4S) IOd x I In HE 95@ LFTA 6 159E (&) ad TO PLATED, (8) 06 TO 6TUPS (U5P: 116) 56 x 11A., (16) &d) SP4 005 SPT 4 B45 (01 Od x I U2"0 ST)ps USE, 106 x 11R' TO STUDS A34 395 ME 34 410 (4) 8d x in TO BEAM, (4) 5d x I IR' T@ POST UBF: (4J 0d x I In" TO BEAM, (4) 8d x I VV TO POST, HG=2 645 WHOP 2 10T@ (12/ vv x I 12- U5P. (102 Od x 1 la' TO TRU60, (10) Imd X 1 I/V TO PLATE WIOA 1340 FIT 1I 2160 (1S) IOd x) V2' U5P: (9) 1I x I In' TO IR,:SS, (&) 10d X I In, TO PLATE vGT i HDU4 ADDS, F'-1D 4A 493E (Ib)-5D5 Vx3 4'' TO WOOD, 110,1-6D$ V4"4 1a' VTHREADED ROD, (2) N'JT&WASHER/2 PLY 11$P, 5/0' AIR MIN- T' EMBED SET N FISH STRENGTH FEOXY, (I@) WSW WOOD SCREWS VG7 < 1-001B 4e4@ FOX 10 NCO lip)-6D& V4'x3' TG WOOD, (3)-3/4" SNIP BOLTS X THRE4pFD ROD, (2) NUTSA➢ASHR ERPLY U P: TO" AIR MIN. T' EMBED 6ET IN HIGH STRENGTH _EPDXY, (41 T/5" THRLYBOLT6 ABU 44 22D 6665 PAJ 44 253E 6TT5 (I) 5/8' AIR IN HIGH STRENGTH EPDXY- (MIN- T' FMBED.) N CONC, 02) I6d TO WOOD USP: SAME AS 01MPOON ---_ ABJ 66 2300 12000 PAJ [ 6 253E 13815 (I➢p/e' ATR M HIGH STRENGTH EPDXY, (MRL 1' EFIBEIJJ M CONIC, (12)16d TO WOOD USE; SAME A0 SIMPSON Tn Q LTMZ ++ 134@ LT5 19 1209 FI99/4' Am M HIGH BIFENGTH EPDXY, (MIN. 1' EI'®ED.) IN GONG, 1S110d TO WOOD UOP. SAME A6 SIMPSON LTi20B .++ SOP LTD 2@S II@5 (1)Vl' ATR IN HIGH STR ANGTH EPDXY, (MIN. 1' EMDED.) IN GONG„ (10)I0d TO WOOD d 3/4' All T' WINDED 5ET IN HIGH STRENGTH EPDXY, (10) Told, (10) 10d x I VT, 2-V2' _ (� HTT4 445E -- - HTT40 446E AP H' ATR M HIGH OPTION : £PDXY (MIN 1' EMBED) I(2 GONG1 (1W-0D10 X I la' CUSP. (20)16d % 2-la') UfP N40 MORE NAIL OPTIONS: (20) mod, (20) I0d x i-n', (30)16d x 2 Ia' Z Q kTT3 5m90 _ NTT49 S43Qi (179/S' ATR IN HIGH STRENGTH EPDXY (MM.1 EMll IN CONC, (26) I6d X 2 In' Cusp: (20)16d X 2-1a') u4P HAS FORD NAIL OPTIONS. (28)1" (20)10d x 1-la', (W) Od x 2 In' HHDOII-SDS 25. 11010 UPPED Il 1209@ - -- f1Y I' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC, C4) ^.AS YV x 32i' WOOD SCREWS N&F, C4) WSS WOOD DORRIS) 4015 6D45 TDX G --- - - 5110 (I) 1/8' AS. IN HIGH STRENGTH EPDXY, fMIN. I' EMBED) IN CONC, (3) 314' STUD DOLT6 TO WOOD (USP: (4) 1/3" BOLT&) V) Of W ('� Q4UG4I0 MEHA 356R115 3415 5330 NFM35xl2U 316E 1130 (I) 3/4' AT.ft IN All STRENGTH EPDXY, IMIR 6.3' EMBEDMENT) IN CMU TOP, (U 3/4' Al R N HIGH Silt-NGTH EPDXY, MIN. &,IS' EMBEDMENT) IN O.MW, FACE, (OAvtr TO SEAM USE: (1) In' J-DOLT W/ MINIMUM 6, EMBED. 1 NOT LESS THAN 4' FROM EWE OF CONC X 3/4' D14 TO RS.MSETTFEOFEGO DYNA BOLT SLEEvE ANCHOR OR EO, W/ MIN. 5- EMBED DEPTH INSTALLED IN THE FACE. 14� led Al JOIST H15C412 (WOOD) 3639 2600 fFLW HU6412P 3060 ]530.'FLFV ((f) I6d TO HEADER, OV I6d TO WOOD UOP: SAME AS SIMPSON 3269 (ROOF) 323E (RCCF) (CP110 1010 500E HD410 IF 190E 3115 (Io) II x 2-3/4' TITEN C9 PER FLANGE) TO CMO (10) IOd TO WOOD: (USP (O0 1/411 x 3' UPS 6CRE46, CIO) IOd TO WOOD. = HUC210-2 (016) 1810 SODS HD'1I0-21F ISM 31T5 (ICJ 1/4' x 2-3/4' M TEN f9 PER FLANGE) TO CMU, 7101 I TO WOCp; CUSP (1&) 1/4' a 3' W53 SCREWS, (10) ISE TO WOOD HUG21O-3 (GMU) i&10 40@O Hp21O-31F 190E 311E ! - /4' TI [ ) f ) T U6 - 8' 1 4` x .0' WSW SCREWS, (10) Od O WOO (♦�'J 14 x 2 9 TEN 9 PER FLMGE TO Q1U, IO old O LLIOOp f P RE , I T p LGUF126-2-6p0 143@ 559E NO USE CONVERSION FOR 9,MF'3GN G''",26-2-5D5 (k13/8' x 4' TITEN 10 ANCHORS (2 PER FLANGE) i0 CMU, (4) I/4' X Z V2 506 SCREWS TO WOOp HIGH STRENGTH EPDXY = SIMPSON, 'SET FFCIXY-TIE'. CONTACT TIFF ARCHITFCTE':G-Ir:FcR CH RECORD FOR WRITTEN APPROVAL PRIOR TO 5'-65TITUTING FOR SIMILAR EPDXY PRODUC75 OR LOP - CIA ADHESIVE NJGIJORMG OYSTEMS. WHERE ANCHOR EMBEDMENT 10 GREATER THAN I' DEEP, THE VERTICAL CELL IN CMLL WALL MUST DE FILLED 5OLIp w/ G UT. O OFVON NAILS CAN BE SUBSTITUTED WITH 10d x 11,V NAILS IN CONJUNCTION WITH A 239. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR 'HIS APFLICA'ION PRIOR TO INSTALLATION. .a M:NIMW" EMBEDMENT INTO THE TCP OF A BONDBEAM WILL BE 5, MINIMUM EMBEDMENT INTO IHE F, NDA1ON WILL BE 1' Ld W F- AT.R • A-301 ALL THREAD ROD (611 PROTEC(ION TYPE, LENGTH, EW, VARI£6) OBECAUSE OF 1 HE WIDE VARIE`( 6 MA EW41-S, LOCATIONS, ANC CONDITIONS THAT MAY AFFECT CONNEC fi,S THE CO3IrRAC OR MIDST BE R65PON515LE FOR MAKING SURE 1FA I THE PROPER CGRRO5'OJ PROTECI 1011 IS USED. WHEN LENS 5TAINLE55 STEEL GGWic,.-0R5, FOE- STAINLESS STEEL F451ENER5. WHEN U51NG ZMAX / HDG GALVANIZED GONN=CTORB, AWE FASTENERS GAL'/ANIZED PER AST`"-4153 USE OF EXPANSICN ANCHORS WILT. BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THIS ARGH:1=0':ENGINEER OF RECORD PRIOR TO USE. A. CONNECTOR VALUES BASED ON 8IM"50J WOOD CON5rR.IC1-ION CONNECTORS C-2013' ,'HIGH WIND-,PT&STAN1" CONSTRLOTIGN C-HIFI AND ANCHORING 4 FASILNING 5TSTEM6 FUR CONCRETE 4 MASONRY CATALOG G-6A6-2@I2. -2x12 (02 SYP) -In6' OSS (TYP.) NAIL (3) 12d • 11 O.C. TYP. 2x12 BM./HDR. 0 ENTRY MINIMUM WALL AND 4 4EADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO b'-®' TO 84-10' UN.O. 4'-11 1/2' ,_ 'I II I/25N'1D U' NUM51ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES. 1. HURRICANE STRAPS TO BE MANUFACTURED 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 BYTRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6, CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL iSW& NEWTS 8'-8' Im LOAD 5R& WALL LW ALL in r r r r r r r r r r r- r r- r d1 M 7 7 7 7 7 7 7 7 7 7 7 -] 7 7 7 7 7 7 JI J3 II II II I II II II l II II II II II II is —_= II H III N II II II II II II II II II II II 4813 ■ — �11= —L _ 11 = - - — ■ (2)META-16 =-- -_- - - -- Ai =mac== _k--�—— ::, / ---�— _—_ _— U � A5 �Op A4 ■ I- II 1- N 11 I- II I- 11 II ■ 4-9 „I A'�--- - -T -- -�- -- ------ cli LL ® �V I I I A2 QU �lK At =__ _ ___ ----_ - --- - - - __- Qm I I j I w - T A2 A3N. I I I I I I I �■ A5 36142'�—_ AMC it ACCESS__ fi —_Al __ _ ■ 111-- I-- I i AS Ix4 BiM BRAGNCx IL ■ ■ =1F= _ 12' O:C. MAX., SECURED W/ }, (2) Wd COMMON NAILS GI _ �yPJCHORD NTERSECTION I'1 _ ___ - -I - II .►� ___ _-_- -_-_ 7 I. C3113 - _ A J4 ■ J4 J4 ■ II II II II J2 22 I II II II II II J2 w '# �9 �9 �9 �9 •Y cv cv '"t �9 � � � �9 � V' IY 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 ROOF FRAMING PLAN SCALE: 114 s I'-V' ELEVATION "A' BI 132 S3 S4G J4 J2 (2) META-16 A R C H IT E C T S uml�, LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 W W W.8bd eSigngFCU P.COM AA #: 0003325 E 8 E O C L Sual3rv. & LOT: 0AMIA- ND LAKE (LOT 21) MODEL: 1452 XxIX00— 00 PROJECT#: 02'784.000 PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHRECT. STATE OF FLORIDA A R /(/3 2010 DAT : 4.,/12/18 SC ':1/4"=1'-0" SHEET 6 or 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES Ilev DUPLEX RECEPTACLE 1T FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED HOTidm KALF 8 ffaw DUPLEX RECEPTACLE 110V GFI DUPLEX EQNFFW uv &wm FA LT NTEMPlElt �rYPE] R RESII3TANT VJ/Ca>=I RECEF'TABLE ® 220V RECEPTACLE 4 UNRE 00ftCrt04 110V DUPLEX Ea RMED IW c VIM FAULT MTERFMR (*AlF ER FROM I RECEPTACLE SWITCH $9 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE- HANGING ),-( LIGHT FIXTURE - CEILING MOUNT LED '�( LIC44T FIXTURE - PULL CHAIN LIGHT FIXTURE - KEYLESS L04T FIXTURE- VAPOR PROOF V.P. )p( LIGHT FIXTURE- PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT �—� LIGHT FIXTURE - UNDER CABINET — LOW VOLTAGE PANEL © PANEL din METER SMOKE GATT. DACK-UP UP RAFUM SD DETECTOR hlmca#e= CARBON MONOXIDE OAtt. oAcK-Ur uv 4AFom ® DETECTOR MTMORecim CEILM 130X FMIFW TO 9E J J-Box M PPORf>:D N ACCORDANCE W BOX MAgW AS MA FOR N&'GPCrRON FLOOD LIGHT DC DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FP. GENERAL LIGHTING X (3) = VA PER SQ.FP. 40 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3W0 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) ClDT14ES DRYER 10000 (1) DISPOSAL (1/3 HP) 248 SUBTOTAL OF GENERAL LOAD 45.002 FIRST 10 K11A OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 4 40%= 35,002 VA x (.4) 14,241 TOTAL NET GENERAL LOAD 24,241 5-TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 6-KW ELECTRIC HEAT 5DOO VA x (85%) 3250 NET GENERAL LOAD K241 NET TOTAL HEAT 10.450 TOTAL LOAD 340 CALCULATED LOAD FOR SERVICE 34,691 VA / 240 V= 144.55 200 AMP SERVICE 10A. JACK DED. 20 AMP OUTLET FOR M. WAVE ELECTRICAL PLAN SCALE: 1/4 - V-0' ELEVATION 'A' COACH LIGHT TRANGPOWICR DAM SOkVA VOLTAGE, 1620/13200-24WASW SERVICE, ONGLE PwAw AVAILASILE INITIAL GYMMETIRICAL FAULT CIRCUIT AT 1119=1NIPARY SM (120440 VOLTS) MAXR'W FAULT GUIPMI NT, MW amp. PDIER COMPANY SERVICC CY 0114m (3) • 1 TP NAIM CDPrER C2NDUcTo". t0 • b THWAtIlI N COrrER 40E0ND IN 2" CONDIYT. NOMA 3R 200 AMP Occmoo AND N 7HLO CANS 200 AMR PHLTE/pAA—\ r1 r 200 AMP ELECTRICAL RISER mom EL%CMCA. MATERIALS AND WALLAMONS SHALL COMM.Y 2V ApPLICA" MW510NS CP I'M NATICNAL ELEc. WM L 0r.AL C40", AND " LOCAL "OUR = CA" / TV UFARER rROOP 0= A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroLip.com AA #: 0003325 r ��IIIIIII'll SLTHDIV. & L'07cil LAKE (LOT 21) MODELc 1452 moo—oo PROJECT#: 02784.000 PAGE: ELECTRICAL PLAN 1W MPH EXP. C ARCHITECT-. STATE OF FLOENDA DA : 4/12/18 e :1/4"=1'-o" SAEET 7or8 nodding Permit # Owner& Etlarne. Planning & Deverloptt►cnt Services Department, Building & Regulations Divisicsta Pr*duct Review Affidavilt Applicant: Product M adof Number Opening Design Product Rated Manufacturer Product Glass type Motbod of Attachment Pressures Design Pressure Approval Number windoe s Series 4700 +32.3 R/A2.62 +50%>h DP Ply Gem kl 1,14039-U Non>tml Ore .3.' 16 !T"e'V Tapc(ata w 4h, Single sl ung flange sufficient length to achieve 1 Ir'4" 25-SH Egress minimurn cnibeydtmnL Required anchors: Head (2), Jamb (3) Each window, Windom s Sents 4700 52.371.42.02 +50i-w TV my trcnt FL I4039-FU Non-lsnPat One 3f36" rFW t'apcon with Single H ang Mal tiCitli reryt It nth to achieve l 1 /4" 25-'ill Crest minimurn ctribledromt. Required TVA anchorsHead (2), ,Janata t3j Each «...,. ,.. .«...«._..« ........_.«. MM ......,.:...««...,« window, Nlull4t 1 Seri 4700 n......._. ....w...«» VA .........«........_..............«««.«««H � ^"° ?5 DP Ply Gem «. ....:.... .. «..«, .....« FL-15264.2 ,......,.....M.... X A 31,16" ITW Tapcor screw> of E Illuage sasf#iLiextt length to aehicvk tninitratvrn cnatse:dtt�c-nt of 1 '.f<" istut _ _ « _ _ isasaeSeYe. nta.�nn*y,uustrraf.e SlEding lass tl?aArs' Series 4700 4�28,74142. 2 -50 ttP...«. ply Ply Cie,), f'I_ i4h 14:2 h on-1 +... a,.... F fco 3 .apcon.a of 4ufii� Gi lcn W­ achieve a `a ' ;` r)nnaratu n embedruent. Required anchofs: Haatl,'S4il Fa , Jamb PSl Each window. Swing 1 pe Doors 3"0"x43'0" +30.ts41-iVl.fi 4 ----------------- f 7.U,°'-tii.0 Tber a Tat C T.Stt41-It a ; -A fTW T<apcon 1/e", Min Ernbc�dment I - Snaoutlr Star 1W, Min Clearance to edge 20, Min Fiborgtass Clearance to adjacent anchor 4"; OR ELCO Tapccn 124, Min Embedment 1-1f4°, Min Clearance. to edge 1", Min Clearance to adjacent 4t44c hor 4", .,..,_,,.s.a... ,a Max j118" {3«e.«..„.....,,. Garage oars _ . ltix7 lvlode l +2„4! t,icl 3 ' 4: « C,Icspay k 1..36546.4 sf as Jamb to block on vartid6lamb 'WXi 71MAY6 %' mars embedded TapcOn• Max spacing of 7 W and 1' OD Steen washer required. Door to jarl 13 GA GALV. Steel flag bracket attached to jamb with (3) with (2) W rivets. 2 /a X 12 GA GALV Steel bfwkaf5 «..... .« .... ....«. .... ............. . «««..«.. ...«..... .........« ........... .««....««««........ .,«. w........» ...... . .W,......« attach -- ed icy j�apo7b wi3i� ��) afro'" X 1 &W LAG screw per track bracket. Hurrica a Protcrction 24g4 Steel N /A. 440340 1?aste t-n Die Eai FL 11964.2 ;'+lea ,/,; Tapcca3a Anckrors, S(3 I apcons, or Paahels Supply ! "x W Ali Points Sil Anchors. Minimum embedment into concxete of y/4n RoofVe Ilation 4' Siraradatd N A NIA£aniko FL5219.3 R3 +fa Apply . eaof`ccmc"^rat fn the rrrdcrsrde, Off Fudge.' bsaek and Side Mangos of the lidew Vent vent. Cernent should be , " " thick and extend. 2" canto roof undsrlayraae nt. Attaclacd vent gala and , ia, Range-4 it) deck with nasLs spaced " ox. anti I /a" 4som each end, AW fastc'tetng flange to click, mail and adhere loosened shingles with Any hi ng cetn0nt. Apply tloshinili 1=ement to vxposed natal head, and wherever unwire edges rrxcet shin les. Roofing Underlayment NSA N`IA CIA Trinity i:lt't) F'f.15216-R2 VA Field spacing max 12' O.C. Staggered overlap , attar had 6" O.C. with corrosion resistant fasteners with f' dlaamtatear pla is or motaf cap nags, Roofing 4,phaft all/A N/A . °�iF.4 «T "lwnko FL.IK3' +-RI NI'A 6 icons per shingle. Star9d3rd type SNngles roofing nail, mail shanks should his 12 gauge wire and mcnirnus4t head of 318". Malls should penetrate deck compiete4y and extend at least 118' past. L havo reviewed the above gampeanenis or cladding and t have approved their use in this, structure, "these products provide Adequate r'res swum to the wind ads and €orc" specified by carretat code provisions. Prof.. Signature. Cert. No. Date. A R C H IT E C T S Lo HOWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IlN IIII �e 00000oc� E 8 N ui E 0 C L SUB33W. & LOT: OAKLAND LAKE (LOT 21) UODEL: 1452 XXX00— 00 PROJECT& 02784.000 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA APR 1 3 8 DAT 4/12/18 9C :1/4"=1'-0" E:'E9 (U'D RDSAR VEWTICAIY CCN6 POIMCD CELL (76' MN LAP) fU % RESAR VWWMCALLY W/ GONG POURED CELL (26' MN LAP) R-4J NGUL MN. 1 TEXTURED 0191WtI000 COATN6 � a e' CM PER (AOm cm) (TYPJ _ cm ... L IR' 6YP. UL. W. ;e O 4E CURD ISHt VARIED A O WOOD 064" F NR' ca'rw R:Ul. UV vX6. UxWA UUE OR QV a ° `4 D VJ'OONC. REPS. UV 4xi' -MIL POLY ETHYLENE VAPOR = WIAxWA USP OR PNBER'ESN ARRIER ON HELL-Q0MPAC= F(2) ON i-MLL POLY ET{YLve LEAN TER'TITE TREATED RILL VAPOR CARRIER ON CESS LCLEM BIELL 4' 4' TERMITE T1lATED _COMPACtW19LL (2) w REDAR ON CMAIRs ROM ON OHARS 1—STORY FOOTING 1—STORY FOOTING LOCK• WALL AT GARAGE 4 1 WALL BEYONID 111 WALL BEYOND 3/4' RECESS FOR PAVERD GARAOC DOOR ! RS' WEM1 IMP. W 656' IIAMN4 up OMFDFJU' m ON " i4RL MY EIUTLDE VAMR 0.SA1 iCU111E MATED RL 44 n . °' 33 UT CONE, NEW. W/ i'xi' UUAxWA UUF OR FWWW ESH ON ° X V2' . KV 611*1 ` a NCF NEW. Y PAVER •-MIL POLY ETHYLENE VAPOR BARRIER ON MLL-COMPACTED a U.4 ESH ON + - •-MLL POLY ETHYLENE VAPOR OR 4 R:DAR ON CASE FOOTN6 ®I_m. CLEAN TERMITE TREATED FILL OAIUIUN:R ON UILL-COI'TA CLEAN TBMn! TREATED PILL CNIAJIR6 OEYLtm E1Ci W FOOtNCi (U RIUS.4R ON GHAIRD E 4' D' PECESD "OR PAVERS GARAGE STEP—UP UNDER PAVERS R _o. (U REAR ON C"M r! NON —BEARING ,GARAGE DOOR FOOTING PAVER RECESS @"wrpOOR 1 SEE MANP PRODUCT DETAIL. FOR REODUED SM MID DEPn p OF RDxss FOR DhD. M64K yl VARIES PNISH FLOOR /D RN R!DAR SET N st'vowN HISH L ^ DTR31GT1i EPDXr f' EMBED. MN. a (2) @b IE2DAR :1 -S TOW > a J.r a IG�AU &MMm��1E��wwR�E Ae TO DE Q J v..WNUO.V VU' CONC, NEW. UV D'xr' _ ° ` - WAxU A UWF OR MDER'ESN ON ' 6-MIL POLY ETNIYLET°E VAPOR - a DARWER ON WE.L-COMPACTED CLEAN TERMITE TREATED RILL R MN LAP Uj_jj_�SLAB AT S. G. D. a<.RLE p•P+ TYP. RETROFIT FOR OMITTED DOWELS REBAR LAP AT FOOTING A B .r-a 1E vCRTIC.AL R'a4R tO HORtww RI<DAR uv 1D' HOOK HOOK 41ROUTP.D BOND BEAM VARIED PER MW.. L a° S a cLEANO O REOWUED FOR NSPECTON a-o' FN. FLR. n) lb VERT. E)CM LAPPED W/ BOW BEAM '' ° °a , TIE VERMAL R MAR (U ti RI'DAR At COIRER6 UV 26' LAP MPL a .' TO HORiATIONAL - - REBAR W/ ION HOOK TYP. REBAR LAP HORIZONTAL/ VERTICAL rri"NAT LINTEL CORNERS F REINFORCING A R C H I T E C T S 4Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAk407-774-4078 www.abdesigngroup.com AA N: 0003325 o� t w� A� aq k s h to lQl 4 h tor0 Na0 ao E 8 N E O C L SUBDIV. de LOT: OAKLAND LAKE (LOT 21) MODEL: 1452 M00-00 PROJECT#: 02784.000 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHRECT: STATE OF FLOFUDA MAY 2 3 2018 DATE 5/23/18 SC E:1/4"=1'-0" SHEET D MAY 2 5 2018 Permitting Department St. Lucie County, FL