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HomeMy WebLinkAboutSITE PLANFORM 1` G ST. LUCIE COUNTY WILDING OM51ON P MUST BE KEPT ON JOB CTION(S) WILL BE MADE INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS ANI 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - R( D1 FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAl-W5 WALL ASSEMBLY DETAILS 0 a n h o m e s. 1/ o m TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN SNOW Speed Topographic DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL LOAD (mph) effect' CATEGORY` Weathering depth" Termite` TEMP` REQUIRED" HAZARDS INDEX' TEMP N/A 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A DESIGN CRITERIA: SQ.FT. CALL.' CONTROL DATE • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), REVISIONS 6TH EDITION(2017) • ALL LOCAL AND STATE CODES 1 �+ •FT S DATE DESCRIPTION • OCCUPANCY — RESIDENTIAL, GROUP R3 ►J 1 CALCS �+ •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C IST FLR LIVING 1,452 SQ. FT. • BASIC WIND SPEED — VULT = 160 MPH GAGE 353 SO. FT. — VASD = 124 MPH RISK CATEGORY II TOTAL LIVING 1045 SQ. FT. *EXPOSURE CATEGORY — EXPOSURE C 1—STORY RESIDENCE — ENTRY IS SQ. FT. • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES LANAI 8m SQ. FT. • STATE OF FLORIDA TOTAL. 0344 SQ. FT. CERTIFIED BUILDING CONTRACTOR: CU51C VOLUME LIVING 12032 SQ. FT. RYAN HOMES 1450 CENTREPARK BLVD. AREA CALCULATION SUITE 340 WEST PALM BEACH, FL 33401 WIDTH DEPTH • STATE OF FLORIDA (ELEVATION A) 40'-0" 47'--4" PROFESSIONAL ARCHITECT: (ELEVATION B) 40'-0" 47 =4" JAMES CANTWELL LANAI 40'-0" 55'-4" AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. SCANNEU LONGWOOD, FLORIDA 32750 BY Fax: (407) 774-4078 ucle ounty Tel: (407) 774-6078 ARIESUBJE Y ORRECTIONS ' DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDERMPLN MAYBE NECESSARY IN ORDER TO THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. C;0NQEALI D FASTENERS OR ATTAC IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN 1EED OF FURTHER AleoNil�AeToeoRRecoRD 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 M NNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN N0 RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. ARCHITECTS 1441 N. RONALD REAGAN BLVD, LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 00 W h A 4 a co- N h `f to eo A co w E 8 ch m E O C L SU33DIV. & LOT: OAKLAND LAKE LOT 70 MODEL: 145E XXX00-00 02784.000 TASEC# 00070 PAGE: COVER SHEET 160 MPH EXP. C ARCHRECT- 2 3 2018 5/23/18 OF� EED MAY 2 5 2018 Permitting Department St. Lucie County, FL 13 5 2 XXX00-00 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 •1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 SQ.FT. CALC.'S IST FLP, LIVING 1,452 SQ. FT. TOTAL LIVING 1,452 SQ. FT. ENTRY IS $Q. FT. GAR44E 3S3 SQ. FT. LANAI 80 SQ. FT. TOTAL 1,944 SQ. FT. AREA CALCULATION (ELEVATION A) 1 40'-0" (ELEVATION B) I 40'-Q" LANAI I 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" 47' =4" 55'-4" ) OF FURTHER 7 PROCEDURE ENGINEER FOR INER. AB DESIGN RFI's HAVE BEEN CONTROL DATE 01-01-18 REVISIONS DATE I DESCRIPTION INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1 GENERAL 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN 5 ELEVATIONS 6 TRUSS PLAN - ROOF 7 ELECTRICAL PLAN DI FOUNDATION DETAILS D2-D4 ARCHITECTURAL DETAILS WAI-W5 WALL ASSEMBLY DETAILS A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIIIIIIIII ��000vvoovv E 8 E O C SUBDIV. & LOT; OAKLAND LAKE LOT 70 MODEL: 1452 XXX00-00 02784.000 TASIC# 00070 PAGE: COVER SHEET 160 MPH EXP. C ARCHITECT- STATE Cr- FLORIDA m 4/*/18 "=1'-0" RECEIVED 5T. Lucic County, PoFmittlmg GENERAL NOTES CONCRETE 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (201 T) 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 BUILDING 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_ IPSF) OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 ASLEEPING ROOMS 30 Al.2. TICS W/STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'?. Al ATTICS W/OUT STORAGE 10 A4. POOLROOMS 75 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER A5. BALCONIES 40 A6. DECKS 40 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLINGAND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. A. STARS 40 AS. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED''/l. B. FLOOR DEAD LOADS /NSF) 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE BA. ALL AREAS 10 INDICATED ON DRAWINGS SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. C. ROOF LIVE LOADS ** B. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. C.I. « 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 6TH EDITION (2017). D. ROOFDEADLOAD /PSFl D.1. FIBERGLASS SHINGLES 17 MASONRY D,2. CONCRETE TILES 25 E. WIND LOAD CRITERIA == E. 1. BASIC WIND SPEED VUT. 160 MPH, VASD124 MPH ND 1. MASONRY CONSTRUCTION SK4LL BE DESIGNED ACONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ASCE 5. E.2. EXPOSURE CATEGORY C EWIND DIRECTIONALITY FACTOR (KD) 0. 2. ONCRETE MASONRY UNITS SHALL BE GRADE "N TYPE 11 OR EQUAL AND, INACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE EA. . INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 MASONRY US, MINIMUM " NITUM COMPRESSIVE STRENGTH OF Ft = 1500 PSI. E.S. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS t0.1o.18 3.)PEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. JORTAR SHALL BE TYPE M OR S IN 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 3/81NCH TH CK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/, 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. rHAN%INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION 11606.3 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 PS PEA ROCK CONCRETE PER SPECIFICATIONS AND THE ARE FOUND ROMSIONS OF SECTION R600,2.11 OF THE FBCR, 6TH EDITION (2017) 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 7. ILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/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 ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW 8, SONRY WALLS SWILL BE LAID IN A RUNNING BOND PATTERN. BY BUILDER" NOTE ON COVER SHEET (CS). 1� ®FINE RCING STEEL 5, THE ARCHTECT/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. L CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 316; THE 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 TANDARD 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 ARE COMPLETELY INSTALLED. 2. EINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 3. ONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/21NCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. 11THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTENAPPROVAL FROM THE ARCHITECT/ENGINEER. OSAGE AMOUNTS SHALL BE FROM 0.75 TO 3,0 POUNDS PER CUBIC YARD (0.46 TO 1.78 kWIN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SYNTHETIC FIBERS SHALL MPLY WITH ASTM Cl 116 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 SPECIFICALLY DETAILED. 4. ILL 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 10, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INIMUM 10 INCH HOOKS OR SENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OFAT LEAST 25". INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011). 5. UN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND 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. LEARANCE OF MAN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24' A.F.P. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE ANNDOW OPENING CONTROL DEVICE CO WI TIO .2. 31 TH G 8 20 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -. s" CONCRETE EXPOSED TO EARTH OR WEATHER: 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 100 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). B.I. #5, W31 OR D31 AND SMALLER a" CONCRETE NOT EXPQ@ED TO WEATHER OR IN CONTACT WIT GROUND 14. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 460 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). C.I. #11 AND SMALLER Y. BEAMS & COLUMNS: 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES I NSTALLED WITHIN FLOORICEILING ASSEMBLIES,ROOF/CEILING ASSEMBLIES, D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1W WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE AFLAME 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 FLORI DA BUILDING CODE RESIDENTIAL 6TH ED (2017). .. 7. 110 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS- M'THOUT THE APPROVAL OF THE ARCHITECT. 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ELECTRICAL '- 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDI NG CODE RESIDENTIAL 6TH 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 MOKE 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 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARGFAILT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, BTH EDITION (2017) REQUIREMENTS A. ENGINEERED FOR 160 MPH MN WIN) LOAD. 4. 75% DF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. 125- LT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 2. AAPER FBCR 6TH EDITION(2017)SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSESSHALL NOT BE PERMITTED. OTHER OPENINGS 6. OUT ETS FOR DISHWASHER INKITCHEN 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, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 8. NOT ESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE: 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 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 MINIMUM NO, 26 GAGE (0,48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCTBOARD, OROTHER APPROVED MATERIAL AND SHALL HAVE NO INST LED FOR EACH MOTOR VEHICLE SPACE. OPENINGS INTO THE GARAGE. TIMBER 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROMALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/ 8 -INCH TYPE X GYPSUM BOARD OR 1. AJ L WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATIONSHALL ALSO BE PROTECTED BY NOT LESS THAN 'A -INCH GYPSUM BOARD OR EQUIVALENT. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 13. NATIONAL FOREST PRODUCTS ASSOCIATION: SITE WORK 8.1. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION SOUTHERN PINE I NSPECTION BUREAU. C. 1. STANDARD GRADING RUES FOR SOUTHERN PI NE LUMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, CN-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. APA- THE ENGINEERED WOOD ASSOCIATION: THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADE PLANTING AND IRRIGATION E. 1. ENGINEERED WOOD CONSTRUCTION GUIDE AMER CAN WOOD PRESERVERS ASSOCIATION STANDARDS 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF 2. Al L STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN) 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 AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY A Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI PRIOR TO START OF CONSTRUCTION, AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. S. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, 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 3. LL MBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE /a) OR BETTER (UNLESS NOTED OTHERWISE). WITH ASTM D-1557. 4. L LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINI MUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. MI IMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. NO EXCAVATION SHALL BE MODE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. AL L BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AMOR NUTS WHERE IN CONTACT WITH WOOD. 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 DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, BTH EDITION (2017). 8. COMPACTION SY FLOODING OR JETTING IS STRICTLY PROHIBITED. S. F R ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/Y COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MD -SPAN FOR SPANS 9. DO NOT BACKFlLL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) G .EATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8' COX PLYWOOD OR 15/32" APARATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS EXCAVATIONS TO BEA MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. AT MID -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'/P SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NELED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SLL ONLY BE USED. SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OS13 EXPOSURE-1 OR 1/2" COX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER 13. SWIMMING POOL,DECK,SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. M FACTURERSPECIFICATION, 12. MINIMUM DI MEN51ON 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 42. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH AWRITTEN 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 ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LI MITED 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 SIMFSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILSAS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017)SECTION R302.12: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 6-8" 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, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR. PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2.. WATER SUPPLY LINES SHALL BE: 2.1. CPVC. OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137,5 PER R2906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR ATH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM''/e PVC (SCHEDULE 40), INSULATED WITH AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAR PROTECTION A. ENCLOSED ACCESSIBLE SPACE UNDER STARS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ;�' GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH AST%C926 3. LATH & ACCESORIES PER ASTMG1063.11A & R703.7.1 OF THE FBCR, BTH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -• ALL STUCCO CONTROL JOINTS -- KICK-OUTDETALS "L"FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETALS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETALS •• DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETALS - CORNER BEAD DETALS -- WINDOW CASING DETALS -- STUCCO TO SIDING TRANSITION DETALS WINDOW FLASHING DETALS SHALL BE INSTALLED PER ASTM-CIO63 - I IA 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 RANG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTMIC-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7,11.1.1 OF THE ASTMG1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MANTAN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S ­MLV rtcMUAw oLvu. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F O U 0. E W Q q s h� 0 Fco b O �^ N 00 V• W co L\ 0 M I BXYBDIV. de LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00-00 02784.000 TASK# PAGE: 00070 GENERAL NOTES 160 MPH EXP. C ARCHfTECT= STATE OF FLORIDA DAT : 5/23/18 SC ':1/4"=1'-0" SHEET GNOF EIV MAY 2 5 2018 Permitting Department St, Lucie County, FL GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS /PSF) A. 1. SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 Al ATTICS WIOUT STORAGE 10 A4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS !ASP) B. 1. ALL AREAS 10 C. ROOF LIVE LOADS C. 1. - MINI MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITI ON (2017). D. ROOF DEAD LOAD "PSF) D. 1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E. 1. BASIC WIND SPEED VULT. = 160 MPH, VASD= 124 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.86 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.B. ENCLOSED BUILDINGS t0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (I'm F.I. GUARDRAILS AND HANDRALS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SF NLL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT RE 1EV BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE dAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF TFE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABIL TY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ET6': UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDI CODE RESIDENTIAL, 6TH EDITION (2017). 11, ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL D CE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 100 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO AROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENING BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH §QUID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS TH kN 1 318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS- AND MUST BE €QUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE WAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL; 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HA NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THAN'h -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHA L BE SEPARATED FROMALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THETION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOAF D OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL I OTE' THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED i-EREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS S IALL BE 1'- O' BELOW FIMSH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS 'HAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDI q G LY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE 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 THAN 'A 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 IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE, 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSI ON AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEA ED 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. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AG 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINI MUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'W. 4. PROVIDE 6%AIR ENTRAINED. CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMIFERED'W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, INACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fyn = 1500 PSI. 3. OPEN-END BLOCK MAY BE SL13STITUTED FOR STANDARD TWO CELLED BLOCK 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITHASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN%INCH AND NOT MORE THAN %INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT $HALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2. 11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTALN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: 8.1. HE, W31 OR D31 AND SMALLERg" C CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.J. #11 AND SMALLER a/. D. BEAMS & COLUMNS: D. 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 11h" DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION QFQNE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTO(AS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) `"' 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REdLJIREMENTS 4. 75%OF LIGHTING MUST BE ENERGY EFFI CENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. . 5. 125-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVESAND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED+IN EACHATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTAOL@ OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONSAND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: SA NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU 0.1. STANDARD GRADING. RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTI TUTE: D. 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2007) E. APA- THE ENGINEERED WOOD ASSOCIATION: E.A. ENGINEERED WOOD CONSTRUCTION GUIDE F. ARE RI CAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb =1,100 PSI Fv = 175 PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APARATED Q.S.B. SHEATHINP PROVIDE PANEL -CLIPS AT MI0-5PAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE %' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1I2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADSAND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OFPROJECT, 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 BUILDERS RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN CROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH AWRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHAFE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSE MANUFACTURER SWILL 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 STALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 4 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR. ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONGTIE BY SI MPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOUPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: INCOMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEI LING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1, 000 SQUARE FT (92.91M�. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-8" WINDSPEED/EXPOSURE 16OMPH/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, 6TH EDITION (2017) ENERGY CONSERVATION. 121 1100 Q I AI/l 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC. OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10"F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR 6TH EDITION (20W) " CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH 'A' AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 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 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 4' GYPSUM BOARD, FBCR 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALL® 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 ASTM4C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS,INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS - "L"FLASHING -- HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS - WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS - CASING SAD DETAILS -- DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS -- CORNER BEAU DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIUM TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-G1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-G1063 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 ASSURED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 01/01/18 A R C H I T E C T S 4Design Grou Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-607S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i �IIIIIIII'� ��vvvv00000� SvaDIV. & LOT: OAKLAND LAKE LOT 70 MODEL: 145E XXX00- 00 PROJECT& 02784.000 TASI+C# 00070 PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA AAR � 6r?DaB _ D TE: / i f/18sch is SECURE STRAP TO CONC. W/ (2) 3/16'x2' TAPCONS SIMPSON WB ROLL STRAP OR EQUAL 3 1/2' THICK J �\—$ECURE STRAP CONC. SLAB To UNIT W/ (2) *Dxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL Kna-EN Sr AUTO VENT PLUMBING ISOMETRIC (SEWER) 24'x24' W/(3)� WAY ON G FOUNDATION PLAN SCALE: 1/4 a 1'-0' ELEVATION 'A' A R C H I T E C T S 4Design Gro u p",nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abd esigngrou p.com AA #: 0003325 �III"'llll ��000vv0000� E 8 a E 0 r c SUBn1v. 8e LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXXOo-00 PROJECT#: 02784.000 TASK# 00070 PA0E: FOUNDATION PLAN 160 MPH EXP. C ARCHrrECT-- STATE OF FLORIDA .. Y= DATE: 4/13/18 SbALM: 1/4$$=1'-0'1 1 SHEET 1 Or 8 fn N _I r e N �t m ol 3'-4" I0 I'-411 10'-0. I13'-0" 12'-6' DOWEL PLAN SCALE: 1/4 = I'-0' ELEVATION m A R C H IT E C T S 4Gr Desin ou Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 1 �nnnnn ��oom000aoag E 8 W E O C L siJHDIV. do LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00//-00 PROJECT7r 02784.000 TASEC# 00070 PAGE: DOWEL PLAN 180 MPH EXP. C ARCHECT. STATE OF FLORIDA DAT 4/13/18 SC :1/4"=1'-0" SHEET 2 OF g WALL LEGEND WOOD FRAME SEARING WALL INTERIOR 2x4 WALL • a'-8' BLK BRG. SHEAR WALL SEGMENT Ib' O.C, UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY --� SPECIFICATIONS. REFER TO TABLE "/ FOR MINIMUM INTERIOR NON -BEARING WOOD FRAME WALL: 2x4 • 24' O.C. MAXIMUM, UN.0 RE6WIREM NTS FURRING AT MASA6 ONRY • 24' O.C. OvER FOIL LO TTS CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYF'E COMMENTS L-I Il'-4" 1 Me-S-(UU//UL PRESTRESSED L-2 W-8- 842-5-0)URO.L RECESSED L-3 5'-10' 8A6-S-lUU/1011 L-4 4'-6' 844-5-(I MO.L L-5 4'-6' 8/14-5-(UU/(0)L L-6 '-6' 844-6-MMUL L-6A 9'-44 8A6-S-(12UlUL L-65 II'-4' 8A6-S-lIXl/(UL L-6G 9'-4' 8A6-S-/UU/lUL L--1 4'-6' 8/14-5-(IU/(0JL L-8 4'-6' 8/14-5-(lu/(OL L-9 4'-6' 844-641)URO L L-10 4'-6' 8/14-5-(IlU/lOJL <^sTm4^16Tlt LINTEL SCHE ULE LINTEL NO. LENGTH TYPE COMMENTS L-I I1'-4' 8F28-am FREST.ESSED L-2 4'-6' 8RF22-05AT RECESSED L-3 5'-10, aRb-05AT L-4 4'-6' OF24-05M L-5 4'-6' M4-015M L-6 8F24-IBAT L-6A W-4- 81:I6-w L-65 ll'-4' ON6-15AT L-6C 9'-4- *16-15M L-1 4'-6' 8F24-OBAT L-8 4'-6- IF24-OBM L-S 4'-6' SF24-05M I 4'-6' BF24-OBAT N DINING W-a• CL& KITCHEN 8'-8' CIA BEDROOM 3 8'-8' CL& BEDROOM 2� 9'-S' C1A O Z5-SH L_4, EGRESS LINTEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'A' L-i 25-SN GREAT ROOM W-8' CLa ARTH1 0'-9' CL6 Fo FOYER L-8 25-SN L-9 25-SN ECM66 OWNER'S SUITE 8'-8' CLG. W.I.C. 9'-V CL& 0. BATH 8'-a' CL& cc IN I I 2—CAR GARAGE 8'-V CL& L-I lb'-0' XT-V ONGD ------------------- A R C H IT E C T S Desi n Grou Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA N: 0003325 r � �IIIIIIIIII �e000momaog SVHDIV. ae LOT: OAKLAND LAKE LOT 70 MODEL: 1452 xXX00-00 02784.000 TASK# 00070 PAGE: LINTEL PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA , scA ms: 1/4"=1'—O" SHEET 3 OF 8 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS I INTPI A, AAFF I nAM,, I L FOS/RT) �MNMR IS Mrs IllllEM &WAXIMMSIM MEN= 11110II WIMMIM IllEM 14 "'Sm or nor u1m c+FCFss nnnPi 11-1 INTFI 5 SAFE L04IDe (1-55AFT) w � tae� C =M sum 1=1 1XV AST RET� LINTEL SCHEDU L Fib 5" precast lintel 4000 pal 2. F-c prestressed lintel - 6000 pal 3_ Grout per A6TM1 C416 re = 3000 psi US maximum 315 Inch aggregate 4 5 to 11 Inch slump A. Concrete Masonry Unite (CMU) per ASOM C90 w/mlnlmwm net Area compressive strength - 1900 gel B, "Lear per LASTIM 4615 grace 60 6. Prestressing strand per ASTM A416 grace 210 p. relaxation 1. Mortar per 4,5111 C210 typs M or 5 G47=NER,4L NOT5.5 I. Frovids, full mortar bed and head Joints. 2- Shore filled lintals, as required. 3, Installation OF [Intel must comply with the architectural and/or structural documerte. 4, U-1-Intela Ore manufactured with 5 112" lane notches at the sods to accommodate vertical sill reinforcing and grouting. B. Reference the CAST-CRIETE Load Daeflal Graph brochure for [Intel deflection information. 0 15ottom. Field added relhar to be located a the bottom Of one lintel cavity. T 7/32" diameter wine Stirrups are welded to the bottom at..[ for mechanical anchorage. 5. C;a6t-jn-q[ada concrete may be provided in composite [Intel in lieu of concrete al write. 9. Safe load rating based on rational design ... [Sale per ACI 315 and ACI 530 10. The exterior surface or Hotels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with 457M C-296 or other approved coating. Lintels loaded shu[talrsous[S with vertical or uplift) and horizontal (lateral) [bad, should be checked For the c,,mbinsip loading With the following equation: Applied vertical load. Applied horizontal load SIC Barg vertical 103A Safe horizontal load 12. Additional lateral [.ad capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. Sea detail at right 5EE SAFE LATERAL 1.04n TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE 21 IC-R TYF (2) 5 REMAR GR40 or GROO e4r-E LOA[) T,45LE NOTES 1. All values based on minimum 4 Inch 1. For coMPOGIRS Ilntel heights not a nominal bearing. Exception. Bare [code For unfilled load From next lower height shouir Intela ffl,at deleducigd by 20% IF bearing length Is S. For lintels length, not $How, use as$ than 6 1/2 Inches. next I Met length shown 2- N.R. m Not Rated All safe in units of pounds 3, Safe �oaira are Superimposed allowable loads 4. Safe loads gaaald bi 40 or gracile 60 Field 10. 41[ oafs loaclo based on olmolS ek span.- grace Fecal- 11 The runlosso in the the parenthesis 5. Ones r rmlear fl!4 Lee substituted for two 5risbars percent reduction For grade 40 In 5' [Int s'I " ly rebar. Example n-&- lintel tSP. 81 6. The destgrmay evaluate concentrated load, gravity load = 0412,im w/ 1596 roc from the ears Triad tables by calculating the ('35) brol PIT maximum resisting moment an shear at d-away From face or support. Tlf=E/F-BzIGN,4,TICN REE t-ItNL A FILLECAITHI GROUT / U . UNFILLED -'QUANTITY Or 05 REEBAR AT eb"TOM OF LINTEL CAVITY AT 4 1 LU q 5F 1& 15/17 LQUANTITY ro 11% - z GROUT Or w, REIBAR AT TOP LOt-INAL B 05 REEAll OF LINTEL HEIGHT NOMINAL JAIDTA BOTTOM F PROVIDEA' S' NOMINAL W[E)TAI use Sara load from ]!near foot 5tes the added safe v 64-12 5CTTctll LINTEL Null wrigoi --- F-- 2-0. ;suit 3'-6. Fr.u.t 11.1. Fsiux W-1- Pnsea.t - 4-V Rarest Fr..t bl-4- Few't Fr..'t - 1110 V 0' Rauet V4` Phaset Reu.t 11.11 Ftex. ReaA 111. Pre2i I.e. - 'Al Rr.suix 7 - - Pristrossis! - - V.,V Rea.svl T-4- R traead 1V-41 Restresed W 0' R.,tr.d 14- Po,t .... W "-.V U -V "treed R,PhmFAIVS SAFE WORKING LATERAL LOADS (PILE) a" x a" LI NITRES VARF LATERAL uOADE F UxTS1 (FE) PLAON WILD law 3964 IRS BO 1614 6" 1266 - - W 1163 666 IIN 50 1109 bN 1364 QDB Ib 11� Qn 446 E33 46 N4 301 $14 354 14s 211 See a 43 as 620 164 Sea 143 504 16 404 SO Vin NA 541 - NA See NA. 213 NA lie tA 69 Ol lie A Total length 11.1. 4.4' 4-8, SO 1.1. V4V I.e. Type F.w F.Ht F."t - Frank PreSi. Precast Precast Pre-set Precast SAF, LATERAL LOADS &- DOOR a- cooi LEAPPR HEADER PLAIN 601-11) 1112 0201111 *IT 9DO Sal INN - IN "I libb 600 ITS 504 %4 411 191 - 96 664 286 ass LOTTS rel' CONCRETE P,O. BOX 771255 WINTER GARDEN, FL 34777 PW (An7) Il ;)11P 0 ivy - 1IF, �51 I 6-S-0) #5Z(0) 05 NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 1 GENERAL NOTES: 1. CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), $ECTION5 R4022 4 Rel6 12, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), eECTION5 1901.2 4 2101. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AC[ 319-00). IA, AMERICAN SOCIETY OF CIVIL ENIGINMERS, MINIMUM ME61rN L-C41715 FOR BUILDINGS AND OTHER STRUCTURES (A$Cr 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 26 DAYS: 2J.1, PRE -CAST W/5"ANDAARD FZE[NFORCEMENT-4000 IPBI 2.1.2. PRE -CAST UJjFlRESTRES$ REINFORCEMENT-SOCO I -Si 2.1.3. GROUT PER 45TM C476 - 3000 FO[ UP MAX 303" AGGREGATE, 0' TO 11- SLUMP. 2.2. REINFORCING BARS: 22.E STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTIM A6S (GRADE 60) 72.2. STEEL IN LINTEL AND KNOCKOUT Ill (I -LACED IN FIELD) ASTIM A615 (GRADE 40). 23. PRE-STIQEeOED5TFRANDSAOTMA4]61-WIRE,OTF;r65FRFLIEVEF>21OK5I 2A DETAIL REINFORCEMENT N ACCORDANCE WITH ACI NO TABLE No, 1 REINFORCING 'SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS ENDED -FIGRE1 CLEAR SPAN LIN18L 7FO WNTIEL STEEL MILLED GR4yrr APADTT (1Z 14.. f'A'V'11'Y (Val. (IR56 UPLIFT' D,f"' 1 -11"l-z", �L(1� "'LEr "R'L�' C' wm �11-� 5 GRAVITY CAFAC TT -T--10 -0.W -I PRECAST 1 1 1 420 1 1309- PRECAST (2) 2 1 (2) 2 1 2416 9951 W31 Are 1 ASS 4-V 2-W PRICAn (2) n 1 (2) q 110 111 nil 3366 33S6 4-V 3-V PRECAST (2) n (2) 2 1 1343 M1 2l65 2boo 260E 4-w 3.4 PRECAST (211 I I R92 20n 'On 241 2421 5.4 4'.V PRECAST (2) ts Idea 1651 Val ISO Val 5-10 u.6- FiRl (2) 9 CQV Sea 14 3 1 1423 1410 160 6-4- V.0- PRECAST (2) M (VV 140 70 1283 1216 1405 &-V 5.1 PRECAST (2) M (2) S 10 192 1232 lie awS -a- 6 H' PRECAST (2) M(2) 1 02 w al W 12% ��6 'Z s -11 PRECAST (21 M (2)1 DIV 991 Sal 825 less 1.5' s -4' PRECAST ri N lD 2 55l %9 555 IV lwi a-V PRECAST r) `4 S& SOS are TO 77 saw 14- 1 -1- PRECAST (2) N (2) V ADS ON all 64a ,A, an tH, 8-0' PRECAST (2) M (i 416 W IM 499 190 11.V 1.2' PRECAST W N (7) 2 354 Na 6111B I W 673 11-4- 0-0' PRECAST` (1)5 W 5 VIS Sell 561 1 317 601 D V 10 a, PRECAST r) 5 112., 5 292 See D25 271 561 71-6. 11 PRECAST W5 a)s 27 ASS 498 251 1 DID PRECAST (2) 5 A) s 2% AM u5 2A �FQ 140. 12 V FRECAer WS (l) s 239 430 Far w T�Sss I -141:W 5 -w rRESINED W`4 F2TiT Nat 419 416 V< go. miserEassm Sd N (2) V %R' 3" 319 7V 401 11-4- If. �TFESSED (2) N (2) NR. M 26% H 311 ISH, IV 0- FFiE5TRSRsD Ms () 13 N't n4 �4 131 254 wi-01111 a" PREEFE&MD, W. A) , " . Wi 241 122 231 PRESifg%ED (1)5 (V� It TO 07 m e (2) -S (2)5 Nat Ire 1% 64 163 NR NOT RE0211ENDED TABLE NO. 3 REINFORCING SCHEOULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNFEL U342114 CLEAR arm LINMOTFE LINTEL STEEL GRAVITY GARAUTT (ViSs, (Ift GRAWIT cArArrY (1)5L (IM UPLIFT "U" 0 I'T CAPACITY in- LAU UPLIFT copAcily (VaL CiSU �Otror BAR '0" OAR --b -1151 - (2)1 (2) 1 10000 roo 3-6. 2'-1- PRECAST (2) Wt Il 100AD rew Iowa 1=0 PRl (V 1 72)1 may- lases, Iowa wer Wo' 4.6 9-2. PRl IV S IV 1 414 001 tWAD M41 ase 1=0 4-W 3-4- PRECAST- -W, W � 31W 0 1838 'Saa 1=0 'All I'll (2) 2 6232 DOW Pa. owe PRl (2) e (2) V belb aim 4&VI AsS, S244 6.41 s-V PRECAST (2) sl (2) � _71-5-2 0152 VAST IW2 6�0 s -V PRl (2) is --U) -T -62-5-0 62M s043 am 11-1. PRECAST (2) si U) 2 Vale Sale --14-1 624 1-6- 61-2. PRcA5T (2) N (2) � 4312 012 "ss 263& 4600 l-W 1'-4- PRECAST (2) M M � 4OSB Age 2505 40a a-0. e; --W- RRaCAST (2) si (2) 2 3130 SIM 2213 3505 S-w T-0, PRECAST W14 0) � 3420 See, 2016 --ille Vial - 111. suz, fIRFDA5T (VM �2) t 21S, 21U 2030 Iff.b. (2) sl all 22H - 733 22� IT-4- V-9 NOM r64 IP31 200E 10-9. (2) ITS TIME SIO ID26 (2) *61 BPS. 111�Fl ul::f, 12.0, PRECAST W ISVI 113 14-.0- 72-.-W PRECAST (V 5 Ms Use Iss, 636 D23 17.6 W� ass wes, "I 1.4" 11,1' W q 7w) --� 'R4 M4 5Al` less 17.4- 6-0. 13M Vale 411 %4 1'4' 1 ' zmi67,7:m.: C, �Z ML VE3 03 3�4 am ia 312 01S S (2) -W S M 79I 1 lei M M TABLE N.. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LEFKiDl CLEAR SPAN LNICL m`Fl LIKIL STEEL GRAVITY 0APAOFTY (OAL (1AU aR4nilm CAPACITY I OAF 0)4S UKR flPs- imul UPLIFT cWFAC171 (195L (2AU 50ment 3AR SOF FOR -2o0 14 FREcAer IWOV =0 rare 2-2' ' FRSCAST --WIa ev, Sal kOtDe =0 Irmo -0. 2'-V PRECAST (2) V (2) t 6128 15g90 1=0 I0v90 -1. 3-2- PRECAST (2) V IV t Sort 10E00 1=0 WOOD -1. 1-4- PRECAST -(2)2 --F2Ft- 4653 10000 M29 1 0000 5-4 4-V PRECAST Ms (2) `1 165D 1009v real VMS 5-10' 4-6. PRECAST �2) s ww 36 owe 6-4- 5 -0' PRECAST (2) M (2) 1 Sir Ve` we 4154 W 'u" S-F PRECAST (2) M (V 2 San 10 0 461 Ol 11-1. D`Y PRECAST (2) q (2) q 0114 NVI Q31 me 1-61 1.,. PRECAST (2) N (2) 2 &n5 6416 524 "ll TAP 6-4 "Ol (2)) N (2) t swe 6024 30% 6163 0.0 111. PRECAST W q (2) t 5361 100 2003 Saw V-4 - T-V PRECAST (2) q (2) n war 4m MIT W30 SH- 11-1. PRECAST (2) N (l) t2 3126 all "a Me 3053 PRECAST (2) N (7) � 2%31 MI 520 Sne 1-4- l PRECAST S)S (0 5 2563 2553 1219 2604 121-01 10'4' PRECAST (2) 0)5 2" 2305 - in - I nT 12-61 11-2- Ple"A" (2)5 015 2141 2WI W2 2095 PRECAST Mitt 4-V 12-6. -- - -- --L PRECAST r- - (2)5 (2) n - ills ITS 161 -- 16is 4-V 34' FRE57l (2) -4 (2) 2 2345 23we 653 1203 9-V 5119E85ED a;q (2) 2136 T19 171- - (2) t 1650 164 315 a�'� I SSE PRESTRESSED 0)5 eV q DO 131V 1 311 1315 8 TRESSED 2-1'PRESTRESSED V'�: Ws 9 601 12-0' 9 �111-11Z� a SEA M101"ffM -411111-1- 239 473 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (ELF) 5" X 28" COMPOSITE LINTELS UHFEL LEWatN CLEAR apm LWOL rTn WMa STEEL aEA1rY CAPACITY (0)5L nosul GRAVITY DAPAcm, (InSD (Ana UPLIFT CAPACITY ME, (95J UPLIFT CARACIT (191. QM BOTTOM OAR TOP OAR W e (2) boor OXO l 11-1. PRECAST fir 1 12) 2 10000 I0000 100D0 4000 A10 I-V PRECAST IV A) n 1916 gwo a" om 4-61 Va. ;; �At -(,)q (2) n Sam evil lease lww *.W 3-4'M(;A6T IV n (2) 4 Save, ]WAS bear zwo 3"V 'P.O. Fill W S (2)1 SOTI Iww 0565 wW 510- 4-6- PRECAST W (2) q men me 66M Raw, 6 4 V-V FIRECAST (2)4 MIS 10 1=0 HA war, Va. PRECAST W-4 (2)1 1110000 I0 r90 53% raw 64V 54' 1941RIA&T CV`4 (2) n e30 11 bear WI 14. 1 0-2. 1 MT (V4 W-2 NOS E%I 3548 Il Tar 6"V FFECA57 (2)N Wn 7054 5" 3662 1. &-Or 61-0' PRECAST A; 74 (2) q SAM Team 3NS 6661 14. 11.1. PRECAST PRECAST 1 al 14 (2) 2 W4 &W Sell 6051 11.1. 111. PWCAST 1 W-4 (2) q 5066 2M 410 Iv 5-2 FREGAST (V 't (2) 2 3516 354 OUT M63 1-4 lv-g I (V5 (2) n 3230 3m Sir 30D 12 -0- 10 6' CAST W V (1) S M 2536 ass 2133 " 111i V PRE I W-5 (V 13 7110 216 12" 2499 131.4- 11.1. T PRECAST W 15 W S 24* 246 104E 2165 le-O. a--w PRECAST (2)5 ays 226 2216 or 1941 w-W B.4' MSTRENIED 7114 W4 2611 2511 126 An 5-4- WCr 04 16 2616 665 V2 11-4- W-9 FRESPRIENED W-4 7:2 S� s-4- IWO FROSTRESIOD Mote, IV -D am 1.8 PRESTRESSED 6S ED FRESTREssi W 1i I 1 11 -W I PREO RECLEVI I'll I 110 1 V14 1 IV14 1 1 "1 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (ALL) 8" X 6' LINTELS LINTEL LENGTH CLEAR SPAN -NmEl �LM:EL �91111L�AN PLAIN I)UV17Y CAPACITY (O�L(InU or GORMITY �Adflnr (InL(IM UFUF7 CAPAGHT OnLOM UPLIFT CAPACITY (1Tw(2AEI 5 TOP "R SOF EAR GRAVITY cAFAdTr` -(2) 1 "Ir I Vale 1 3prr- 6 I.-,. P2 7 Nis 4 1 -TV FRoA57 _ (7) t 1151 AM 425 VO less - 4 W 3-r PRECAST(V-2 STS IN 151 14M -1409 111. "1 PRECAST lv� I N's "I 6 4-0' One 1 (2) Sea Sea W 114 1114 D-10. 4-6' MST 2)4 Fli SO Do Sus So& 6 4 e 0' PRECAST "4- 12)4 4N 147 147 ITS DIR 6 6 -TT- FREc4s7 (ust 11), 416 JIM his INS -No 6 R, V 4' FRECAST 0)% 2 450 6% 615 6ft ISO.. 10 6-V PRECAST 0)4 525 661 I V & 41 PRECAST al 02141 D -31 S65 641 I'll, 111. (224 - (2) n eri al TO' PRECAST U) 2 334 DOI 411 bib V-D W-O PRECAST (2) n eft 43S 435 36 454 0 -V t-v PREC45T (1) q 245 311 311 in 4n 11 -4 " RECAST W5 lis 1 34S 30 OR 335 W-v 101-5. IsIECAW IV 5 na 2--6- INS, PRECAST I90 243 243 B1 ]38 E'.4- IV. V P14l 51 R2 192 50 as IsO ff-W T-PMCA67 R,) 5 (2)1 1 W 160 161 105 161 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 6" RECESS DOOR HEADER UNITS. .194N CLEAR SPAS LINTEL TYPE LNTIE. STEEL UTPLCEP GRAVITYdARAdIY COPAC17 GIRMAIT WAY CAPACITY (IlIELMU U wr CAPACITYGAFAC� n?5LLTSJ --ff3A- UPLIFT (ML(2M -x3z--- 90170FIBAR I TOPEAR 12) 1! 1 aw Wn M Z 1Ei to IRS I%3 063 2' -10' 1 PRECAST (1) n 21 Im B20 E20 nil nil 44�1: 3'-0' PRECAST (2) 1Z WS 963 5% -E% a% .4: FREC45T (VT (2) 11 SO& 51-61 1 1.4 1 PREc4T -(2),3 --72W M W3 loll b-8 1 5-4 1 �RCUAL f2) % 4SO I;w as 1 1 -&' 1 6 4- 1 FREre@ U) N ... of- 315 5BD 500 ASS 641 (2)% As 0 40e 31 546 -- 4 , 2S. C;ONCRETIW, CFERATION5 SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND OONSTRUC71ON SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL OCNrFRETE MASONRY ASSOCIATION AND AC4 530-OW 3.2. MINIMUM M48ONRY UNIT STRENGTH: FM 1500 Pet. 33. MORTAR SHALL BE TTf-E r. 4. STRUCTURAL 41, SAFE LOAD VA"ES ARE EVA5FD ON LINTELS HAVING A BEARING OF a' (WITH A MNIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL. 6TH EDITION (201V, SECTION fe600.14 OR FLORIDA EIUILCIIW. CODE RESIDENTIAL, OTH EDITION (2014),5rCTION 2104.15 1) #5 CONTINUOUS 3"XI8' KNOCKOUT BLOCK GROU T .0 (1) #5 CONTINUOUS 8'Xill KNOCKOUT BLOCK GROUT IN FIELD) 4" PLACEDPSI IN FIELD) •PLACEDPSI TOP BARS, Ilk TOP BARS SEE SCHEDULE SEE SCHEDULE I (1) #5 CONTINUOUS (1) 15 CONTINUOUS STIRRUPS AT 4'-0* a 7y.320 STIRRUPS AT 4'-0` Or OR WELDED) EG OR WELDED) tieEo BOTTOM BAN r BOTTOM BARS SEE SCHEDULE (PRECAST) SEE SOHEDUL& 8/16-S-(1) #5/(1) #5 PRECAST 8/16-S-0) Ill #5 PRESTRESSED TABLE No. 8 REINFORCING SCHEDULE 4: LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 14" COMPOSITE LINTELS LNra- CLEAR SPAN LML TYPE LWEL STEEL GRAVITY OAFAGITT (OMLOPM GRAVITY CAPACITY (95L(1i5J UKIFT CAPACITY flM- (105.1 UPLIFT CAFAD17 (IML (2P.9 scrurm TGPBAR 2-17 r� FIRECAST q;i -(2)n -6115 war arm cow 1.,. FREDAST - CASs (V V (2) t Vaal 0OW 7440 10=0 -Wi'4' 3.T "PREMAST nLv WV 2141 7021 562 045 � 3 -41 IA' 4.0- 1 Gin 4111 4411 3169 6S30 6-10' -- A-V F (2) 'S 39M M64 3065 3 V.4- V-1- RECAST 11 j (2)2 seas Was 2539 3219 (2) 2 IBM 2861 2393 3045 61-V VA. I (2) V 212 2136 225E Mae 6.2' (2) 2 2M 2113 112E 2305 W.'V CART q 2" else 160 MIS 61-0- -FA. 61-0 FFE T On Ran 14% Mass, RE I j aLl 1525 Sias 1363 HIS V-4- 1. L (2) 1511 1 al 1064 014- 9-2- CAST M (2) q 1265 11-0 V,0. PECA09 1130 4 (2) R 1041 041 1 &L �C 040 (2) `5 9V9 W 1 541 M 1 e I PlRweB' (2)9 an 902 6 5Q TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER U14TH. -"Tw Q.ZAIR SIRM INTEL TYPE Orra. STEEL GRAVITY a4FACITY (PnL (1)'1K] GRAVITY CAPACITY (V!O (M LKS CARXID' (laEl (IM UPLIFT CAPACITY (InL (M Isarld'Um TOP OAR V CST W 10000 S---70- ce A-V 24 CAST (2) (7)� 51 0000 74� 100001 2`10r Fell (2) ft W56 6143 10090 44' 3-.er PRECAST (2) W53 613E 9566 4-9' 5-4' T (2) cr2 251E 6231 5150 11216 SRV 4'-4' PREDA51' IV 3514 3510 3211 61-V S.A. PRECAST a) 44 2133 2138 225E 26 14' W CA0 W (O't 210 2188 1bea ffl 5RV T4' PRECAST (2) 24 1WS 110 1MI ❑is - C45T (21 ne r; .7 S EIZ32-S-(1) #5/(1)_0 A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 OAKLAND LAKE LOT 70 1452 MOO-00 IP3ROJECT#: 02784.000 TASK# 00070 "I LINTEL LOADS & DETAILS 160 MPH EXP. C ARCHTECT: (.,STATE CE FLORIDA 4 13/18 SCALE: 1/4Is =I' 0 SHEET 3.1 01F 8 EXTERIOR MASONRY WALL 5W1 HEIGHTS 8'-8' 51%. LOAD 5RG. WALL NON-SRLs. WAIL OOAPON4W AND CLADOM WIND LOADS BA81C WIND EXPOBILIFE FOR 3 SECOND QUUM CALL • WIilDR SIZE ZONE SO MPH WID WDFH F�fiR KWAGE DE OMTON 1 112 16'-00x'-0" IS2' 84' 5 26.O9/ -44B3 2 20 3068 OR 36' 80' 4 30.64/ -30.64 3 11 38' 63' 4 32.3'1/ -42.62 E225-SSH SS 4 11 38' 63' 4 3231/ -42b2 5 42 SOSO SGD 14' 80' 5 26.14/ -VAM 6 11 25-SH 38' 63' 4 3231/ -42.62 1 m 25-SH 38' 63' 4 3231/ -42b2 8 11 2ES 38' 63 5 30.64/ -51.18 9 11 2EGREH 381163' 5 30.64/ -51.18 SS WIND DESIGN CRITERIA_ A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASO.124 MPH 15. INTERNAL PRESSURE COEFFICENT■+ .18 C. RISK CATEGORY ■ TYPE 11 EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARIE 5ASED ON THE Volt DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0:6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTES I. PRIOR TO DRYWALL MSTALLATION ON ALL FRAMMCs MEMBERS 2'-0' FROM Ti_E FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY Q 34 WOOD FRAMED • 16, O.C. CABINET SECTION FlIZ31wZ1 10' -0" 30' -0' 1'-0 8'-0" I'-0' b ■. ■' — — — — — — — — — — I LANAI ' Q I � 5_9° 7'_i✓y° 8_1014,_2, 3,-�, Q i al r I I "r 5068 I I H5 O O 25-SH & 25-SH 25-SH EGRESS ■ ■ — — — — — ■--:■ ■ ■ ■ : ■: ■ ■—■ T R/tiC m DINING I GREAT ROOM ■ I 10'-0'x9'-0' I 8'-e' CI.G. ■ a -a' GLG. I I OWNER'S SUITE I 01 14'-C'xl3'-4' 9'-0" I I6'-2" 8.8' CLC% ■ i �y::� 'I I I -- • f1 I I s R HEAD 0 I I I � b' 8' APP. 01 ° ■ II I A C — J ■ I VZ• -10" 2'-8" 3'-2" 5'-10" 4'-8" 3'-roll 4'-4' S'-2" 2'- 5' :r KITC IIEN - op AD OUT WAIL p Ch N i OFT. i f:y ■ !li ON3-SH ' __-�__ , REP. I�•8 CRlt 1� I I ® a R5 Cq in N av SHOWER DEAD F? i _l_ ii _ ' I �0 1P.LC. T_■ • b'-8' API=. i b�f I 8 -8' CLG ATH m 08'-eBcLG iv s 71J5 I i i I_i `- L m N IR-18H m BEDROOM 3 10'-O'xll'-0' m C:*r l e 8' cLa 36—xn' CONp. ■ � ACCESS J NIP 1'-4" 3'-10" 5'-ro 4'-8" 3'-ro° 1'-8" i'-6° 0 - C 3-0 5P. -- I R!T FOYER jRAG. 2-6 2-CAR GARAGE ■ — — � ' ■ -- ■ ■ 18'-O'x20'-0' � ■ M.T. `� O ELECTRICAL m � PANEL ENTRY PAD -out _ _ A Ll— 13'-2" 2'-10" ■ ■ N STRJCC BLOCK 145 BEDROOM 2 I a GARAGE e-e C.& r I 0 I 16'-0' X T-0' OH(aD O 25 SH 3EGNESS Q 8'-0" 8'-0" 2'-4' 2'-4" -8" Iro'-0" -8' 16'-0' 4'-8" IV-4" 40' -0' FLOOR PLAN SCALE: 1/4 a 1'-0' ELEVATION 'A' Eld A R C H I T E C T S JA4l N. KUNALD KtAUAN CLAD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 114 o � F U h v W A E. Q q S F c b immmm m it, roow IE E O C SX733DIV. de LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00-00 02784.000 TAS1# 00070 PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAY 2 3 a DAT, . 5/23/18 SC :1/4"=1'-0" MAY 2 5 Z018 Permitting Departmer St. Lucie County, FI- SQ.FT. CALC.'S IST FLR. LIVING 1,452 50, FT. TOTAL LIVING ENTRY GARAGE LANAI 1,452 I9 393 80 SQ. FT. SQ. FT. 80. FT. SQ. FT. TOTAL 1,944 50. FT. EXTERIOR MASONRY WALL 5Wk HEIGHTS 8'-8' BRCS. LOAD Bits. WALL NON-5w WALL OOAPMW AM CLADDNO VAND LOADS BA81O WAD EXP=M FOR S SEC= GLUM CALL # F E m APH WID wm FwT DEMIATION 1 112 16'-01 x 11-0' 192' 84' 5 2roocil-44.03 OHGD 2 20 3068 OR 36' 80' 4 301o4/ -30.64 3 11 E 38' 63' 4 3231/ -42b2 4 11 38, 63, 4 3231/ -42b2 5 42 W68 SGD 14' 80' 5 28.14/ 41.05 6 11 25-SH 38' 63' 4 3231/ -42b2 1 11 25-61-1 38' 63, 4 3231/ -42b2 8 11 38' 63, 5 30:64/ -51.18 EGRESS 9 11 36' 63' 5 30b4/ -51.0 E�EH WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT-160 / VASD-124 MPH B. INTERNAL PRESSURE COEFFICENT■«.18 C. RISK CATEGORY=TYPE 11 EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS < CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBGR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 016 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: L PRIOR TO DRYWALL INSTALLATION ON ALL FRAMNG MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED Wl 'BORATE' A TERMITE TREATED SPRAY 6' 11 2'-0" If v1'-011 Le DBL TOP PLATE 2x6 WOOD FRAMED • 16' O.C. 9 CABINET SECTION 10' -0" 30' -0' 8'-0" 1'-0' ■ ----------■ \ c I LANAI 8'-8' CL[,. 5'-1011 14'-211 3'_1' r I I r I I I HB 5 I O O 25-SH O 5068 SGD 25-514 25-SH EGRESS ■ ■ — — — — — ■—■ ■ ■ ■ ■ ■ ■— RitIIC `r LU I GRE AT ROOM D DINING 14 x1 4 9 O ■ 10'-0'X9'-0' i 80 ■ e-V CL& OWNER'S SUITE 14'-O'xl3'-4' �0 O ° f I i •4 s 6' 8' APP. l e II I c 3'-0' 3'-2" -10" 2'-8" 3'-2" I 5'-10" 4'-8" 3'-6" 4'-4' 5'-2" KITCHEN a 3 -0 �' RITC AD OUT WALL `h - r • 1Y APP. n _ � -�„ � OPT. I rcl ■ i!) _04 ------ , REF. I I1 CRh r1-^ N 3-SH I LL _ m ctl <} 2x8 I u' I I III m ____y a I i I � I N W.I.C. r r r tr ■ SHOUER HEAD sb-8 APR i �bafi �I s I 8 -e cLG 0 BATH ' Tub I i L_ I_si L — — — =-ot-scarl m ^ _' N IR-ISH eq ? BEDROOM-3 x 2-8 GOND. r— r 36 BOLLA G a,-W CLO.°4 x22 I ATTIC I S; ■ L-ro kE� 4'-S"1'-8" 1'-6" O C ■ 3-0 BP. �I R!T FOYER 2—CAR GARAGE � ■ ■ ■ ■ 18'-O'x20'-0' 0 ELECTRICAL PANEL ENTRY PAD-OUt 2'-100 ■ ■ N ■ 511gJCK BLOCK HB m I 0 GARAGE WALL + BEDROOM 2 - 12'-O'xl0'-0' v a 4 I � Y x 1'-0' OHGD O 0 ■ ■■ ■ — ■ ■■■ ------------- ■rr I 25 SH O 2'-4' v 2'-4" '-V' 16'-0' FLOOR PLAN SCALE: 1/4 - I'-0' ELEVATION 'A' U P-12 A R C H I T E C T S Des-ign YOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �I"II"'ll ��ov000vvvo� SUBDIV. 8a L+OT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00-00 02784.000 TAS1C# 00070 PAGE: FLOOR PLAN .C1SOMPHEARCHITECT STATE OF FLOR 4/13A8 Sc I/F= 1'-0" SHEET 4/or 12 5j�,,, 8'-8" 5RG, HGT. 6'-8" HDR. 6' W. WORM LINE ® - ITTP) �r TEXTURED CEMENTIOUS r COATNG PER (ASTM PDR�_ 0'-0" FIN. FI- o_- (rrp) SCORED LINE (TYP) �8'-all 5RG. kGT. 8'-6' 5RG. HGat.� - II _0 6'-8" HDR HGT. &'-8" HDR kGtT _ TEXIVRED CEMENTIOUS COATING PER (ASTM C926)(TYP) 70 o 5 OFF -RIDGE VENT 0'-0' FIN. FOR. b OPEN \—TEXTUF;Eo CEMENTIOUS r COATING FER (A51M C926) (T1'P)---\ El� OFF -RIDGE VENT 8'-8" 5RG, HGT LEFT ELEVATION SCALE: 1/4 = I'-& ELEVATION 'A' 5 OFF -RIDGE VENT 6'-S" HDR HGT.j, - - - - - - - - - - — - - - — - — - - - - IF \_TEXTLIRM CEMENTIOUS -0" COMM PER (ASTM G926)(7TP)----\ OFF -RIDGE VENT \—TEXTUFM CEMENTIOU! COATING PER (ASTI' C92b) ITTP REAR ELEVATION SCALE: 1/4 = I'-0' ELEVATION 'A' 5R3. HGT. milI.malSN 12 5 so 0 8'-8' BRCS. PGT. 6'-8" HDR. HGT. ;n oO'-O' FIN. FLR 0'-0' FIN. FLR.� Hi - - - - - - - - — - - - --- - --- - - - - - - -- RIGHT ELEVATION SCALE: 1/4 a 1'-0' ELEVATION 'A' ATTIC VENT CALCS AREA OF ATTIC 1864 BUT. NET FREE VENTILATION AREA REQUIRED (1/300) &21 S4FT. REQUIRED VENTILATION AREA 8.21 a 144) 894.7 SQ.1N. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 z 894.7) 447.4 9401 OFF RIDGE VENTD.ATION AREA 115 MR/WIT SOFFIT VENT VENTILATION PER LF 11.74 SQ L/IF TOTAL # OF VENTS REQUIRED 9.89 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 447 341N REQUIRED LF OF SOFFIT VENTILATION 39 LF PROVIDED LF OF SOFFIT VENTILATION 187 LF 4 r- 8'-8" 5RG. HGT, Lro'-8" HDR. HGT. --,1,0'-O" IN. FOR. A R C H I T E C T S LU"W V V W W Ui rL 041 JU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � I�IIIIIIIIII ��ooa000muo� suigmv. & LAT: OAKLAND LAKE LOT 70 MODEXz 1452 XXX00-00 02784.000 TASK# 00070 PAGE: ELEVATIONS ka 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA APP (20 / — D y : 4,/"13/18 L9 AT•,A!.1/4"=1'—O' SHEET 5 OF 8 CONNECTOR O NECTOR SCHEDULE CEDUL CONTROL D4TE: 0"I-01-15 DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -IS 1450 __TT, I6-IB 14 0 (T) 106 x 1 /2" LPLY, (6) Ibd 2-PLY, (U5P: (10) 1Od XI VT - NO Ibd OPTION) ' =74-'6 1956 (2) "TA ib-IB 2500 Hol IIDd x 112" -PLY, ((USP: (Io) IIDd x I I/T') MOO (14) Ibd 2-PLY (USE; NO 16d OPTION) HETA-16 1910 HT4 16 1615 IV 10d x IR' (-PLY', (a) Ibd 2-PLY USE 110) 10. < 11/J', IC 16d OPTION HETA-20 1b1ID HTA 20 1615 (9) 106 x I IR' I -PLY, (e) Ibd 2-PLC- U5P: 00) 10d x i la', NO 166 OPTION 2035 (2) H1A-20 31T025IDO CIO) 106 x 1 IQ' 1-PLY U5P: (10) IIDd x I IR' (IL Ibd 2-PLY (USP: NO16d OP110N) 02150UGT-2 ISIS MT - I/4' x 2 1/4' TITEN, 2 PLY !USE, ELK (5) V4' WB, WOOD (16) 10d 2480 NO USP CONVER610N FOR SIMPSON DETAL-20 (18) - 106 x 1 1/2, 1 PLY hLGT-2 39bS MUGT 4000 (I) 9/B" A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD (U5P. (2B) 10d TO WOOD) IOsw HUGT-^. 9365 (2)3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMEEDJ,06) lOd TO WOOD (UfiP:ILl70D(S)10d) 10530 4TGT-3 9365 (2) 314' A1.R. IN HIGH STRENGTH EPDXY (MIN. IT EMBED), (16) 104 TO WOOD (UfiP: 1WOOD (5) 10d) 32S5 LUGT-3 5330 (12) SD5 1/4'x2 IQ' TO GIRDER, (4) 3/B" x 5' TITEN HD TO WALL (UfiP: CONC. (4) 3/V X 5' WEDGE BOLT, WOOD (12) L742 1210 PARALLEL TO WALL 142E PERPENDICULAR TO WALL LPTA 1555 (10) 106 x 1-112' (U5P. (10) IOd x 11C, VGT 4940 NO USE CONVERSION FOR SIMPSON /GT (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED; (I6J-8D5 11WXS' TO WOOD (2) VGT 1155 NO U5P CONVERSION FOR SIMR %) VGT) (V 5/5' A.T.R IN HIGH STRENGTH EPDXY (MIN, 12" EMBED' (32)-SDS 1/4'X3' / 2 PLY I00ID MTW 12 1595 (14) 1Od x 1 10' (UfiP= ILJ Tod x. 1 V-1 (14) 106) 161150 HEW 16 1660 (16) Iod x 1 1/2" (USE: (I6, IOd z 1 1/2', (16) Iod) 1450 HTW 20 ?045 (24, 1Od x 112- (UBB (24) 100 x 1 1/2', (20) OF) 1450 HTW 24 2045 (24) 11 x 1 1/2' (USP: (24)10d x 1 lC',(20) 10d, [WT5N-74 + 915 LETA 12 510 (10) 1Od USP (10) 10d + 1235 L5TA 15 1360 (14)10d USP: (14)10d » 1315 M5TA-18 1315 ll4) 10d UfiP: (14)10d « 164P META-24 llDo (I5)IOU USE, (IB)'IDd N TA-30 ++ 2050 M67A-30 2140 (22) 10d U5P: (22) IOU F— MSTA-36 205o MSTA-36 2525 (26)IOd -SE, (26)Iod MDT(-36 3500 K5T1 236 SOSO (36J 10d x 1/2' USE, (36) 10d x I/2' N MST(-4b 5065 K761 248 4250 (48) 106 x 1 l!' USE: (4a) IOd x 1 1/2" H6 550 LETA 6 1595 (a) 8d TO PLATES, (e) 86 TO STUDS (USP: 116) ad x 1 1/2", (16) ad) SPA 855 SET 4 OAS (6) 1Od x 1 1/2' TO 5TUD5 USE (6) 10d x 1R' TO STUD5 434 39S MP 34 410 (4) 86 x 1 1/2" TO BEAM, (4) Bd x I IR' TO POST USE (4) 56 x I IQ" TO BEAM, (4) 86 x 1 1/2' TO POST, HCP2 645 HHOP 2 10T0 (12) 10d x 1 1/2" U5P: (10) Iod x I/2' 10 1RU69, (IW 10d X V2' TO PLATE LIDA 1340 RE IISA 21W (15) 106 x 11/2' U5P: C5) 1Od x I l2' TO TRUSS, (B) IOd X I I/2' TO PLATE VGt . AI A%5 PLO 4A 4939 (16) SIDS, 1/4'kV TO WOOD, (IO)-SDS I/4"x2 IR' W/ THREADED ROD, (V NUTS/WASHER2 PLY LLSP: 5/e' ATR MIN. T EMBED 5ET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS VGT I H07M 4940 TEX 10 Silo C16J-SDS 1/4 TV TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2)NUTS/WASHER/2PLY U5P: 1/B" ATR MIN. T" EMBED 5ET IN HIGH STRENGTH EPDXY (4) VB' THRL-EOLT5 F442200 6665 PAT 44 2535 6IT5 (U 5/B"ATR IN HIGH STRENGTH EPDXY, (MIN. l" EMBED) IN CONE, 02) 16d TO WOOD U5P: SAME AS 51ME$ON 2300 12000 PAU 66 2535 19#15 (11 5/6" ATR IN HIGH 5TRENGTH EPDXY, (MIN T" EMBED.) IN CONC, (12)16d TO WOOD U5P: SAME AS SIMPSON N1340 LTS 19 1205 (N 3/4' AS.R IN HIGH STRENGTH EPDXY, (MIN. F' EMBED) IN GONG, (B)IDd TO WOOD U5P: SAME A6 61MESON 0`_ (I) 101 A.I.R. IN HIGH 6TRENGTH EPDXY, (MIN.'P EMBEDJ IN CONIC,, (OADd TO WOOD 01500 LT5 205 1105 U5P: 3/4' ATR MIN T'EMBED 5ET IN HIGH STRENGTH EPDXY, (10) 10d, (I0) IOd x 1 1/2, 2-1/2' 'P5B" A.T.R. INHIGH STRENGTH EPDXY (MIN.T" EMBEDJ IN GONG, fIB) sD� x I IR" CIlSP: (2O)16d X2-169u4455 HTT45 4465 pSPHASMORENAIL OPTION&.(BID)IIDd,(20) IIDd xZ (I)5/B" AT.R. IN HIGH STRENGTH EPDXY (MIN.T EMBED,? M GONG., t26) 16d X2112" (UfiP- (20)16d X2-1/2') 'Q5060 H1T45 5430 WAR HAS MORE NAIL OPTIONS, (RB)10d, @B) 10d x -12'. (20)16d x21/2' 11,010 UPHD II 12ID9ID f11 I' A.T.R IN HIGH STRENGTH EF 0XY, (MIN. 0 EMBED.) IN CONG, f24J BDBYq' x 2>$" llgPp 6CFE:LL6 fuse- (24> W99 LLL+Op 5CF$WSJ HDTB 6645 NX l0 6110 (VT/S' AB, IN HIGH STRENGTH EPDXY, (YIN T' EMBED,) IN CONIC, (3) 5/4" STUD BOLTS TO WOOD (USP: (4) T/V 5OLT5) SIMPSON, (D 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 615" EMBEDMENT) IN CM.U. TOP, (V RO AT.R IN HIGH STRENGTH EPDXY, (MIN. 6l5' EMBEDMENT) IN G.M.U. FACE, (15AOd TO BEAM MBHA 356/1125 3415 5330 NFM35X12U NOS '1'0 U5P: (H 0- J-BOLT W/ MINIMUM 6. EMBED. A NOT LE55 THAN 4' FROM EDGE OF CONC lW 3/W CIA ITW RAMUT/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea. W/ MIN. 5' EMBED DEPTH NLFTALLED IN THE FACE. n LLI � 2660 (FLR) 2¢30 (ELR) HUSC412 (WOOD) 3635 3265 (ROOF) HU54121F 3060 (10) Ibd TO HEADER, (10) 16d TO WOOD USE, SAME 45 51MF50N S'R (ROOF) Z HUC41ID (CMT) 1810 5085 HD410 IF 1905 3196 (S) I/4' x 2-3/4' TITEN (5 PER ELANGE TO CMU, (10) IIDd TO WOOD: (USE (15,V4" a S' W53 6C¢EWe, (10) 10d t0 WOOD. '4' W53 SCREW5 (TO lOd TO WOOD = HLLC21ID-2 GMu; 1610 5085 HD210-21F 19ID5 yIP5 (IB) I/4' z 2-3/4' TITEN (9 PER FLANGE) TO CMU, (IID) IIDd TO wOOD= fUSP- <ibJ 1, x 3 HUC210-3 (GMT) IB31 cc(GMT)ISO 4000 HD210-31F 1SO5 75 (10) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 1Od TO WOOD: fU6P= (L:I V4" x 3' W59 SCREWS, CIO 10d TO WOOD LG'JM26 :-SD5 1430 5555 NO UfiP CONVER510N FOR 61MP50N Lp(IM26-2-8D8 f4) 3/8' x 4' TITEN HD ANOHORB Q PER FLANGE) TO CMU, 14) 1/4" X 2 1/2" SDS 5DRE1115 TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER TSF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USE - CIA API-IESIYE ANCHORING 5157ISF16. . WHERE ANCHOR EMBEDMENT 15 GREATER THAN I DEEP, THE VERTICAL DELL IN CM, WALL MUST BE FILLED SOLID w/ GROUT. ICd COMMON NAILS CAN BE SUBSTITUTED WITH 106 x I l2' NAIL5 1N CONJUNCTION WITH A =3% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION .+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUIIDATION WILL BE T' w H A.T.R. = A-30T ALL THREAD ftOG (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) QBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY ,1FECT CONNECTORS, THE GCFITRACTOR MUST BE RE5PONSI5LE FOR MAKING SURE THAT THE PROPER DORROSION PROTECTION 15 U6ED. WUEN USING STAINLESS STEEL CONNECTORS, USE 5T4'N'_E55 STEEL FASTENERS, WHEN USIND ZMAX / LOG GALVANIZED OONNECTCFS, USE FASTENERS GALVANIZED PER 467M-AE3 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HA/E WRITTEN APPROVAL FROM THE ARCHITECTBNGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON 51MP9ON "WOOD CONSTRUCTION CONNECTORS C-2011' ,'HIGH WIND -RESISTANT CONSTRUCTION C-HLLb1 AND ANCHORING I FASTENING SYSTEMS `OR CONCRETE ! MASONRY CATALOG c-sAS aD12. 2x12 (n Srn) 7/16' OSB (TTPJ MAIL (3) 12d • &'-B' O.C. TYP 2z12 BM./HDR. ® ENTRY MINIMUM WALL AND 14EADER STUD IREQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W-0' TO BIRO' UN.O. W-II 1/2' T-11 1/2' ANO UP NUMBER OF HEADER STUDS SUPPORTING SNP OF HEADER 1 2 3 NUMBER OF RILL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & 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 BRG. HEIGHTS 8'-8' BRCS. LOAD BRG. WALL NON-51RG. WALL (2) META-I6 ,:Z/3r N i N 7 CA C4 ROOF N FRAMING PLAN SCALE- 1/4 . 1'-0' ELEVATION 'A' (2) META-16 A R C H I T E C T S l-441 N. KV KHLV KCHIUHK OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III'Illlll ��emco0emoeg SLTHDIV. & LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00— 00 *: 02784.000 TASK# 00070 PA¢E:R00 F FRAMING PLAN 160 MPH EXP. C ARCHrrECT- STATE OF FLORIDA 4PR ��1¢18 DA 4/13/18 SCALE: 1/4"=1'-0" SHEET 6 of 8 LEGEND F5YM50LELIECTIRICAL DEFINITION NOTES 110V DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED aortal µ&F WrCNEP DUPLEX RECEPTACLE IIOV GFI DUPLEX E01119PED IW G1112M FAULT NIERUPIER R RESISTANT �sFl RECEF'TABLE ) 220V RECEPTACLE 4 USE CONNECTION 110V DUPLEX EOJHDF ED W/ GR� FAULT /� �I�p �LVCs1=1 RECEPTACLE TNT APMR 11FATHER PROOF) SWITCH $3 3-WAY SwITC4 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT y.� LIGHT FIXTURE -CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE- CEILING MOUNT LED �( LIGHT FRXTURE- MPG. PULL CHAIN LIGHT FIXTURE - KEYLESS �( LIGHT FIXTURE - VP. VAPOR PROOF �( LIGHT FIXTURE - PENDANT ® EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET — LOw VOLTAGE PANEL © PANEL METER SMOKE 5ATT. BACK-UP UV NARWRE SD DETECTOR INmwa#e= CARBON MONOXIDE GATT. eACK-UP Iw HAF WARE DETECTOR Nt waoEcTm CEILNG Box REQUIRED TO BE O J-BOX SUPPORTED IN ACCORDANCE UV PDX MARW AS SUCH FOR NSPPCTION FLOOD LIGHT DG DOOR CHIMES tY TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET ML E'ER OANG SOkVA VOLTAGE,T620/W00-240/400V SERVICE. &W" PFViGE RSIGIOUNO AVAILABLE INITMTIAALL' S7MPEMMETIOCAL FAULT CAKUIT AT GECONDARY 81M (120/240 VOLTO) MAXIFMt PALLT CWOiENT, 10300 Amp. POIER COMPANY 7RAN8FOR'1ER SERVICE BY OTHERS GRADE L 13) o I TFIFNfnAN COPPER CONDUCTORS. lU • 6 THFWIHUN COPPER AROUND N 2" CONDUIT. NEMA 3R 200 AMP COMBO YiOL O40 DIOCa•NECT CIRD)NS 12 M CCAN METER MLO i00 AM PHONE / DATA THER PI oOF r 200 AMP ELECTRICAL RISER ELECTRICAL MATERIAL6 AND NSTALLATION& &HALL COMPLY W/ APPLICABLE FROVISI" OF THE NATIONAL ELEC. CODE. LOCAL CODES, AND TFE LOCAL POUER CO. 'ITEM BONDN6 TER'1NAL VOLTAGE CONNECTIONS PROVIDE 04 THHNRHYN Copm" OONlEC w TO CONCIII&M ENGAGED POOTER OTEEL AND COLD WATER Mm N=T IF PVC l0 MCC T:NEIiE 16 No BONDK+ROUND TO COLD WATER PIPE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D�) HOUSE PLAN: 1452 LOAD INFORMATION VA 1452 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. ON (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 44602 FIRST 10 KVA OF GENERAL LOAD AT IOOX 10000 REMAINDER OF GENERAL LOAD 0 40X= 35,602 VA x 14,241 TOTAL NET GENERAL LOAD 24,241 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA z (65X) 3250 NET GENERAL LOAD PA241 NET TOTAL HEAT 10,450 TOTAL LOADI 3401 CALCULATED LOAD FOR SERVICE 34.691 VA / 240 V= 144.55 200 AMP SERVICE CABLE / TV UEATI-M DROOP BOX ■ L FAN/CEILINS I�-WIRE I l I DINING GREAT ROOM GFI JACK ' --`J I / 0 FE, / DEP. 20 AMP OUTLET FOR 0 I M. WAVE I �1 4FI j, BEDROOM 3 BATH 1 I D BEDROOM 2 it ELECTRICAL PLAN SCALE: 1/4 - P-0' ELEVATION 'A' OWNER'S SUITE i / 0. BATH W.LC•oowm 6'• I F 44Off IL L'"� TIII . LIGHT 4 SWITCH IN ATTIC I FOYER SPRINKLER \� CONTROL �\ 2-CAR GARAGE Ii i i GFI CLG. - �i OUTLET ■ ENTRY ------------------- ■ �■ / COACH LIGHT FEJ 9q__ wP OR A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �0000vvvvo� r vsDlV. & LOT: OAKLAND LAKE LOT 70 MODEL: 1452 MOO-00 02784.000 TASlC# 00070 PAGE: ELECTRICAL PLAN 160 MPH Ea. C ARCHrrECT STATE OF FLORIDA APR -,I 2018 DA E: 4/13/18 S ALE:1/4"=1'-0" (SHEET 7 Olp 8 He \Product Approval\Product approval ❑A 145P,pdf gig for Invalid reference FI�e \Product Approval\Product approval ❑A 1452ipdf SIB R)r invalid reference A R C H I T E C T S --L640W000, FL 32750 - ✓ PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 �IIIIIIIIII 000vv0000J r UOM & LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00-00 PROJECT#: 02784.000 TASi+ # 00070 PAGE: PRODUCT APPROVAL 160 MPH EXP. C ARCHITECT - STATE OF FLOFUDA 44 6 Me D irE: 4/13/18 SCALE: 1/4$$=1'-0" SHEET 8 OF 8 ;It RE64R VERTICALLY W) c4ma !'A CELL (76' MN LAP) MSUL. MIN. r n �rnetwra CMU GYP. UL. W. OD MBE in, INISCE66 i) b REGAIN ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL lU is VM. DOWEL 4APPED YV DOD GEAM lU % REGAR AT CORNERS W/ 26' LAP MIN. TYP. REBAR LAP @AL��� GARAGE STEP—UP NON —BEARING SEE "AF. PRODUCT DETAIL6 FOR pasw RM SIM *0 DEPTI OF RECESS FOR SAD. TRACK rFMISN FLOOR I Q�a > a a ° 1 4 4° Uj_jj�SLAB AT S.G.D. SCALE, TIE VERTICAL REMAR TO HOR7ATIONAL REGAR W/ IV woo -GROUTED BOND GENT TIE VERTICAL REMR °a TO NORI7ATIONAL q.e REBAR W)m' FIOOIC HORIZONTAL/ VERTICAL rl REINFORCING PAVERS gEi i0 • II 3 VY 02C, REMF. W) 6'x6' WWAII A UUF OR FIBE"GlIl ON PAVER 6-MIL POLY ETNYLEME VAPOR MAGIN MRRER ON 11E1 L-Q0MPAGTED FOOTMG 6' 1'-0. CLEAN TERMITE TREATED FILL BEYOND EMEND POOTMO /u b RE6AR ON CHAIRS UNDER PAVERS GARAGE DOOR FOOTING FAI L /U b REGAR VERTICALLY W -- 9�I �III7 - a ° e 3 IA' CONC, REMF. UV 6'x6' W4xwL4 UUP OR PICERIM ON 6-MIL POLY MYLENE VAPOR BARRIER ON YELL-OCMPACMD CLEAN 4• 4' TERMNE TREATED FILL l21 b REGAR ON C44AM 1—STORY FOOTING 4 AT G lD % REBAR SET M SIMPWN Wn4 6TRENGTN EPOw 6' MINIM. MM. rya, -tlao 3 VY OCNC. ROW. 1w b'xb' s W,4xW.4 IAW OR FI NEVIRSN ON 6-MIL POLY 67WYLENE VAPOR 15AMER ON YELL-O "ACTED CLEAN TEWITE CREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS i GLIELA i TCMVM TREATED L 4' 6' RECESS FOR PAVERS l71 b REGAR ON CHAIRS PAVER RECESS oyp_ENTR�R s (7) % REGAR 0 I -STORY (3) b REEAR • 7-6TORY a a, OUMIDLi REGAIot TO BE ° n CONTMUOU6 Al wjjREBAR LAP AT FOOTING A R C H I T E C T S ie n. MVII n�v RLMUMn DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 o U y� w x �s � Q h © 4 x w WIN H 1 oO -N' h l0 mmm�j A BO Ol SVSDIV. $C LOT: OAKLAND LAKE LOT 70 MODEL• 1452 Xx00-00 02784.00�j 0 TASK# 00070 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT-. 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA A: 0003325 r �I'I'I'Il'I �oovvvovoo� OU133DM & LOT: OAKLAND LAKE LOT 70 MODEL: 1452 MOO-00 RO 02784.000 TASEC# 00070 PAGE: FOUNDATION DETAILS 160 MPH EXP. C ARCHITECT STATE OF MEN APR ,��b _i8 DA , 4/'1 18 s :1/ =1'-0" NOTE: NOTE: SWIM AS NEEDED SWIM AS NEEDED TO PLUMB JAMB. TO DUMB JAMB. 1 ❑ DO NOT EXCEED #" 1-1DO NOT EXCEED' 8' CMU BLOCK 8' CMU BLOCK P.T. Ix4 or I'x4' MIN. ❑ DRYWALL P.T. Ix4 or J'x4' MIN. J' DRYWALL WINDOW/DOOR JAMB (SEE „INDO /D� J,� �oa� Ix4 or Ix2 P.T. NAILER (SEE WINDOWOOR JAMS 5LOCrJWs Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 DOOR CASING SCHEDULE DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX cm PER MFR'S SPECIFICATIONS) P.T. Ix4 or J'x4' MIN: SECURE THRU FRAME INTO BLOCK w/ (1) a' TAPCON (MIN. EMBEDMENT I �) WINDOW TO BLOCK (+4" or + 4") WINDOW TO BLOCK (+3") 8' FROM EACH END and a 18, oc. MAX or 3 " 5 " DOOR JAMB TO BLOCK +3" (1) DRIVE PIN, s' FROM EACH END and 18' O.C. MAX MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I J' NOTE: NOTE: SWIM AS NEEDED SWIM AS NEEDED P.T. 2x4: CEM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) J' TAPCON ❑ Do NOT EXCEED' ❑ DO NOT EXCEED" (MIN. EMBEDMENT I J") 8" FROM EACH S' CMU BLOCK END and 0 IS' O.C. MAX 8' CMU BLOCK }' DRYWALL or P.T. 2x DRYWALL(1) DRIVE PIN, 8' FROM EACH END and (SEE wMDoWDOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or i'x4' MIN. Ix4 or Ix2 P.T. NAILER A 18' O.G. MAX FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE wMO=OOR JAMB BLOCrJWs 1' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS S' FROM 7tOOR JAMB / WINDOW MIN EMBEDMENT I #" SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and s 18' O.G. MAX (ATTACHED TO BLOCKING OVER "30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2xb: C:EK3 INSTALLED PER SECTION M05 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2) a' TAPCONS 6TH EDITION (20rl) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE a SECURED (MIN. EMBEDMENT I J') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT DOOR JAMB TO BLOCK (+1 Y") THROUGH NON-STRUCTURAL MEMBER (Ix or a' OSB) END and m 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' 4B , I,�I,_m, w/ ' TAPCON MIN. I #' EMBEDMENT INTO BLOCK or (2) DRIVE PINS, S' FROM EACH END and -ENGINEERED ROOF TRUSS m 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 Y16") MIN. SWANK SIZE .145 (PER PLAN (R-VALUE PER ENERGY CALLS) NOTE: 4F DOOR JAMB TO BLOCK (+3 %6") MIN. 14EAD SIZE 3W MIN. EMBEDMENT ' SHIM AS NEEDED TO PLUMB JAMB.SCALEr=T-®' METAL DRIP ED ' RENGT I BOARD OR A' HIGH ❑ DO NOT EXCEED �' 2x6 SUB -BA GYPSUM BOARCEILIND BOARD P.T. 2x8: S' CMU BLOCK SECURE TO BLOCK w/ (2) tAPGONS VENTED C. FILLED U-BLOCK w/ DRYWALL NOTE: (MIN. EMBEDMENT I J'J 8' FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SWIM AS NEEDED END and a IS' O.C. MAX R PLAN GA57 LINTEL (SEE w�'0W'OOR JAMB BLOCKM TO PLUMB JAMB. or WINDOW (PER PLAN) (SIZE AND REINFORCEMENT DO SCHEDULE FOR ATTACHMENT' OSB (4' WIDE MIN) ❑ DO NOT EXCEED' DOOR JAMB / WINDOW DOOR CASING @8' O.C. MA SPECIFICATI 2 PINS, 8' FROM EACH END and ATTACHMENT PER PER PLAN) (ATTACHED TO BLOCKING MIN. SHASIZE .145 O4 PER MFR'S SPECIFICATIONS 8' CMU BLOCK NK }, DRYWALL MIN. HEAD SIZE 300 NOTE: 107. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 141 ��— ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED (SEE WINDowmooR JAMB BLOCKING P.T. Ix (4' WIDE MINA FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER Ox or J' OSB) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R-VALUE PER ENERGY CALGSJ SECURE 2nd 2x TO STRUCTURAL w/ ' TAPCON MINI 'EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) #' TAPCON PLACE SILL (PER BLD �' GYPSUM WALL BOARD EACH END and ®IS' O.C. MAX (ATTACHED t0 BLOCKING (MIN. EMBEDMENT I J'J 8' FROM EACH I' TEXTURED CEMENTITIOUS 1) +5 MBAR VERTICALLY IN WINDOW TO BLOCK (+1 1516") PER MFR'S SPECIFICATIONS) END and ! IS' O.C. MAX COATING MIN. (PER ASTM GONG. POURED CELL or C926) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6") NOTE: (I) DRIVE PIN, 8' FROM EACH END and STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED ® 18' O.C. MAX 8'e P.T. FURRING STRIPS s 16' O.C. 4C SCALE3 I:,i_m, THROUGH NON-STRUCTURAL MEMBER (Ix or a' OSB) MIN. SHANK SIZE .145 w/ ' TAPCON MIN, I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OOD BASE MIN. EMBEDMENT I' ln NOTE' WINDOW TO BLOCK (+3 %6") ° SWIM AS NEEDED To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 716") P.T. (2) 2x6: - Cl SLAB DO NOT EXCEED" 4G SCALE: I,,I'-m' SECURE TO BLOCK w/ (2)' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 8' FROM EACH ° AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.C. MAX R XTERIOR WALL FOOTING �' DRYWALL UPLIFT UP TO 1ls lb or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE wMaow�ooRJAIE<BLocKING SIMPSON HTS20 w/ llOJ 10d NAILS t0 TRUSS t 8' O.C. MAX 2 , , FASTENER S>~HEDUI E FOR Attt M T P.T. Ix l4 WIDE MIN.) (4J ll'X2 I�' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SWANK SIZE .146 SMGLE STORY SCALE: 3/4 =I -0' d x DOOR JAMB i WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING FCONTINUOUS BOND MIN. EMBEDMENT 14 UPLIFT UP TO 2350 I SPECIFICATIONS b BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR J' HIGH PER MFR'SBEAM BOARD (R-VALUE PER ENERGY CALLS STRENGTH CEILING BOARD(2) SIMPSON PTS20 EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS E (4) 4'X2' TAPCONS P.T. (2) 2x8: EM STRUCTURAL 2x MUST BE ON OUTSIDE E SECURED INTO BOND BEAM SECURE TO BLOCK w/ (2) J' TAPCONS THROUGH NON-STRUCTURAL MEMBER (Ix or a' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT I J'J 8' FROM EACH w/TAPCON MIN. I J' EMB EDMENT BLOCK END and 6 18' O.C. MAX tAPCONS MIN. or oPENINCs 22' x 30' MIN. " 2' COVER (2) DRIVE PINS, 8' FROM EACH END and D CASING AT SIDE WINDOW TO BLOCK +2 ¢) 2' APART a 18' O.G. MAX ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 �" MIN. SHANK SIZE .145 WOOD CASING 4 GYP. 40 ( ) 5 TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 BOARD (TYP) scALE: r.r-®' ' KT.S. MIN. EMBEDMENT I' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 rl Ell W 00 U W a� d a a Sa e a N g M h m A ca O! SUBDnr. de LOT: OAKLAND LAKE LOT 70 MODEL- 1452 XXX00-00 02784.000 TASK# 00070 PAdEr WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLOFiIDA MAY 13/IoI S /23/18 /4"=1'-0" SHEET jj MAY 2 5 2018 Permitting Department St. Lucie County, FL SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SWIM AS NEEDED SWIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION RB05 OF THE FBCR, -ENGINEERED Fl DO NOT EXCEED #' ❑ DO NOT EXCEED ' bTH EDITION (2011) GABLE ROOF TRUSS 8' Gh1U BLOCK S' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES OVER ROOF SHEATHING (TYPE AND ATTACHMENT AT FIRST (2) BAYS ❑ is D�'�-L DRYWALL WINDOW DOOR JAMB METHOD PER 'NAILING SCHEDULE' (4'_0' OA a SHEATHING SEAMS) P.T. Ix4 or J'x4' MIN Ix4 or Ix P.T. NAILER P.T. Ix4 or'x4' MIN. (SEE WMDOWDOOR JAMB BLOCKING: (SEE WINDOADOOR JAMB BLOCKING: Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP E FASTENER SCHEDULE FOR ATTACF M T DOOR CASING FASTENER SCHEDULE FOR ATTAG�I'IENT 4 DOOR CASING SCHEDULE 2xb SUB-5 STIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT OVER 4'-10, NIGH DOOR JAMB / WINDOW MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB /WINDOW TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED r0 BLOCKING EACH END and a IS' O.C. MAX (ATTACHED TO BLOCKING P.T. Ix4 or'x4' MIN: (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED CURE P.T. 2xb TO BLOCK w/ ' x 9' a' RCON (MIN. EMBEDMENT I J') lu to PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN „ „ 8' FROM EACH END and a IS' O.G. MAX 2-LAYER WATER RESISTANT BARRIER OVER SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+ 4 or A4 } WINDOW TO BLOCK (+3 } WALL SHEATHING: (TYPE AND ATTACHMENT (V MIN. EMBEDMENT a 32' O.C. MAX) DOOR JAMB TO BLOCK (+4" or +5/4"} DOOR JAMB TO BLOCK (+3"} (1) DRIVE PIN, 8' FROM EACH END and or METHOD PER 'NAILING SCHEDULE' a IS' O.C. MAX SECURE GABLE TO 2x5 P.T. PLATE ` A � 4A 4E w/ 12d NAILS a 8' O.C. MAX ` i�'I'-®' SCALE: I'.I'-®' MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 7B T. 2x4 RAT -RUN ATTACHED TO EACH MIN, EMBEDMENT 1' TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE` ' TEXTURED CEMENTITIOUS or 10-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: CEO COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1)' TAPCON C92b) OVER (R-VALUE ENE ATt OR BL PER R ENE -IN INSULATION GALCS) F DO NOT EXCEED ' ❑ DO NOT EXCEED ' (MIN. EMBEDMENT I J') 8' FROM EACH ' GYPSUM BOARD OR }' HIGH STRENGTH 8' CMU BLOCK S' CMU BLOCK END and a IS' O.C. MAX CEILING BOARD �' DRYWALL' DRYWALL or P.T. 2x (I) DRIVE PIN, 8' FROM EACH END and BLOCK WALL SECTION — GABLE ROOF C. FILLED U-BLOCK w/ (1) S (SEE WMDOWADOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or J'x4' MIN. Ix4 or Ix2 P.T. NAILER a 18' O.C. MAX 1 sMG0 STORY SCALE: 3ia'=r-ia' CONTINUOUS MBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDMOOR JAMB BLOCKING ' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x r0 STRMIN EMBEDMENT I }' STRUCTURAL DOOR CASING (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and a IS' O.G. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T. 2xb: OVER "30 FELT PAPER (OR APPROVED EQUAL) NOTE: SECURE TO BLOCK w/ (2)TAPCONS INSTALLED PER SECTION R905 of THE FBCR bTH EDITION (2011) 72WINDOW TO BLOCK (+l ) STRUCTURAL 2x MUST BE ON OUTSIDE E SECURED (MIN. EMBEDMENT I J') 8' FROM EACH DOOR JAMB TO BLOCK (+1 ") THROUGH NON-STRUCTURAL MEMBER (Ix or IN OSB) END and a 18' O.C. MAX OVER ROOF SWEATHING (TYPE AND ATTACHMENT 46 W/ �q' TAPCON MIN. 1 #' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE' :CALF: r=r-m' a2 8' 0� MAfNS, 8' FROM EACH END and -ENGINEERED ROOF TRUSS WINDOW TO BLOCK (+3 71s") MIN. SWANK SIZE .145 EMBEDDED STRAP ATt OR BLOWN -IN INSULA1110N „ MIN. HEAD SIZE 300 (PER PLAN (R-VALUE PER ENERGY CA�CS) NOTE: DOOR JAMB TO BLOCK (+3 Y16 MIN. EMBEDMENT I is SWIM AS NEEDED SCALE: I'=1'-0' TO PLUMB JAMB. METAL DRIP ED 'GYPSUM BOARD OR is HI E DO NOT EXCEED' P.Y. 2x8: 2xb SUB -BA STRENGTH CEILING BOARD S' CMU BLOB SECURE TO BLOCK w/ (2) a' TAPCONS VENTED C. FILLED U-BLOCK w/ J' DRYWALL NOTE: (MIN. EMBEDMENT 149 8' FRAM EACH ALUMINUM SOFFIT (I) r5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SWIM AS NEEDED END and a 18' O.C. MAX R PLAN (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT' o85 (4' WIDE MIN.) WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED ' 6 1 DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW 18 OL. MAX SPECIFICATIONS— (ATTACHED TO BLOCKING S' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS' DRYWALL MIN. HEAD SIZE 300 NOTE. P.T. Ix4 or'x4' MI:7 N. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT I �q' _ STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE WOORFOR anAcHMEN5LOCKJr P.T. Ix (4' WIDE MIN ) —WALL INSULATION THROUGH NON-STRUCTURAL MEMBER (Ix or' OSB) DOOR CASING Em (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL P.T. l2) 2x4: PRECAST OR POURED IN w/ J' TAPCON MIN.1 J' EMBEDMENT INTO BLOCK MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW SECURE t0 BLOCK w/ (U is TAPCON PLACE SILL (PER BLD �' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED r0 BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH }' TEXTURED CEMENTITIOUS ---l1) 5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%g"} PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATING 216.)IPVEER MU (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+l 151sONIC. POURED CELL ") STRUCTURAL 2x MUST BE ON OUTSIDE < SECURED (1)DRIVE PIN, S' FROM EACH END and a 18' O.C. MAX 8' CMU— ' P.T. FURRING STRIPS a IV O.C. 4C , I'4-0 THROUGH NON-STRUCTURAL MEMBER (Ix or IN OSB) MIN. SHANK SIZE .145 W/' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 D BASE MIN. EMBEDMENT 1 is NOTE: WINDOW TO BLOCK (+3 %g") SWIM AS NEEDED 7 P.T. (2) 2x6: BE To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 is ) ONCRETE SLAB ❑ DO NOT EXCEED #' 4G :CALF; p.p_0� SECURE TO BLOCK w/ (2)' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT I #') 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.C. MAX XTERIOR WALL FOOTING DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOP,SIZE P.T. 2x IF 1x4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WMDOVDOOR JAMB BLOCGNGs SIMPSON HT520 w/ (10)10d NAILS TO TRUSS t a 1S' O.G. MAX 2 SINGLE STORY SCALE: 3/4'=I'-®' FASTENER SCHEDULE FOR atraCHMENt P.T. Ix (4 WIDE MIN.) (4) kX2 J' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN, HEAD SIZE 300 (ATTACHED TO BLOCKING TINUOUS BOND MIN. EMBEDMENT I ' GYPSUM BOARD OR J#' BATT INSULATION ADHERED TO CEILING ' HIGH PER MFR'S SPECIFICATIONS:7F UPLIFT UP TO 2,350 Ib BEAM BOARD (R-VALUE PER ENERGY CALCS STRENGTH CEILING BOARD lN NTS20 EACH SIDE OF TRUSS w/ NOTE: (10) 1I0OC NAILS TO TRUSS < (4) X2 TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE t SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) }' TAPCONS w/ ' rAPGON MIN. I 'EMBEDMENT INTO BLOCK (MIN. EMBEDMENT I �) 8' FROM EACH END and a IS' O.G. MAX '",-TAPCONS MIN. or OPENING 22' X 30' MIN. WINDOW TO BLOCK (+2 �") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and D CASING AT SIDE 2' APART a 18 O.C. MAX . ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 � MIN. SHANK SIZE 145") TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 3 SCALE: N.TA WOOD CASING 4 GYP. BOARS (TYP) 4D SCALE: I'=r-0' S :CALF: NTs. MIN. EMBEDMENT I ' A R C H I T E C T S Design YOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � 1111111111 01111111111 E 8 O C I SU13DIV. da LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00-00 02784000 TASK# 0007LPAWAL SECTIONS & NOTES 160 MPH EXF. C