Loading...
HomeMy WebLinkAboutFOUNDATION - 1ST & 2ND FLOOR PLANa 11A 2 9 0 5 cl XXX00-00 FOR: ryanhomes.com DESIGN CRITERIA: 7VLO_Z- IDA BfJILDINU CODS RESMENTIA� (FBCP,), 6TH EDITION(2017) *ALL LOCAL AND STATE CODES *OCCUPANCY — RESIDENTIAL, GROUP R:i •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH > — VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C el —STORY RESIDENCE — . • 2—STORY R&SIDENC,E — MAX HEIGHT AS PER LOCAL AND STATE C • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 SQ.FT CALC.'S TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN_ SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER I AIR MEAN Seed' p To o ra hic p g P Weathering Frost line ''� Termite` SNOW DESIGN DESIGN UNDERLAYMENT F FLOOD HAZARDS FREEZING ANNUAL LOAD (mph) effects" i CATEGORY' depth° TEMP` REQUIRED" INDEX' TEMP' N/A 160-C N/A Negligible N/A He ryy 45 N/A -- N/A N/A N/A CONTROL DATE 01-01-18 15T FLR. LIVING 920 SQ. FT. 2ND FLR. LIVING 1,215 SQ. FT. GARAGE 444 6a. FT. TOTAL LIVING 2k39 50, FT, ENTRY 50 SQ. FT. PATIO 21 SQ. FT. TOTAL 2110 50. FT. CU51C VOLUME LIVING 15,204 SQ. FT. AREA CALCULATION k"111MmoI ELEVATION A 1 40'-0" DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. DEPTH 1 IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. REVISIONS DATE I DESCRIPTION INDEX OF DRAWINGS SHEET NO. DESCRIPTION CS COVER SHEET GN GENERAL NOTES 1 FOUNDATION PLAN 2 DOWEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & 4 FLOOR PLAN - FIRST FLOOR PLAN 4.1 FLOOR PLAN - SECOND FLOOR 4.2 STAIR SECTION & DETAIL 5 ELEVATIONS - FRONT & REAR 5.1 ELEVATIONS - LEFT & RIGHT 6 TRUSS PLAN - FIRST FLOOR 7 TRUSS PLAN - ROOF PLAN 8 ELECTRICAL PLAN - FIRST FLOOR 8.1 ELECTRICAL PLAN - SECOND FLOOR 9 PRODUCT APPROVAL Dl FOUNDATION DETAILS D2-D7 ARCHITECTURAL DETAILS WAI -W5 WALL ASSEMBLY DETAILS A R C H I T E C T S Design roulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 t^r W 0 Q h F w 4 � a q ti A 5 F 0 SVBDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT.#: 02784.000/00030 PAGE: COVER SHEET ARCHrrECT: STATE OF FLORIDA 0 DATE: 6 /2 9 /18 SCAT : 1 /4 SHEET C S of to 0�0 zX ow �m J ma f ZO ..n f V) M K w Z uOLLmM1 WOO 00 Z Z u33 a� F{J�� ZLU a O U W H LL SCANNED St Luc ® Coum JUL 10 2018 2 9 5 XXX00-00 FORM ryanhomes.com DESIGN CRITERIA: • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION(2017) •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C •BASIC WIND SPEED — VULT = 160 MPH — VASD = 124 MPH RISK CATEGORY II *EXPOSURE CATEGORY — EXPOSURE C *I -STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: RYAN HOMES 1450 CENTREPARK BLVD. SUITE 340 WEST PALM BEACH, FL 33401 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 GROUND SNOW LOAD N/A SQ.FT. CALL.' IST FLR. LIVING e2'0 SQ. FT. 2ND FLR LIVING 1,215 SQ. FT. GARAGE 444 SQ. FT. TOTAL LIVING 2,639 SQ. FT, ENTRY 50 SQ. FT. PATIO 21 SQ, FT, TOTAL 2,110 5Q. FT. CUBIC VOLUME LIVINCx18,204 SQ. FT. AREA CALCULATION WIDTH ELEVATION A 1 40'-0" DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER FLOOD AIR MEAN Speedo Topographic DESIGN Weathering Frost line Termite` DESIGN UNDERLAYMENT n HAZARDS FREEZING 'ANNUAL (mph) effects' CATEGORY` depth' TEMP` REQUIRED' INDEX TEMPS 160-C N/A Negligible N/A Heavy 45 N/A N/A N/A N/A CONTROL DATE 01-01-18 DEPTH 9: IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. REVISIONS DATE I DESCRIPTION SHEET NO CS DESCRIPTION INDEX OF DRAWINGS 1 FOUNDATION PLAN 2 DOWEL PLAN 3 LINTEL PLAN 3.1 LINTEL LOADS AND DETAILS - CAST-CRETE & LOTT'S 4 FLOOR PLAN - FIRST FLOOR PLAN 4.1 FLOOR PLAN - SECOND FLOOR 4.2 STAIR SECTION & DETAIL 5 ELEVATIONS - FRONT & REAR r% 1 PT PITA'f'TOXTQ — T Ta PT 9, DTOT.TrP 6 TRUSS PLAN - FIRST FLOOR 7 TRUSS PLAN - ROOF PLAN 8 ELECTRICAL PLAN - FIRST FLOOR 8.1 ELECTRICAL PLAN - SECOND FLOOR 9 PRODUCT APPROVAL D1 FOUNDATION DETAILS ARCHITECTURAL DETAILS D2-D7 WA1-W5 WALL ASSEMBLY DETAILS A R C H IT E C T S Desi pn 1 o u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"'llll ���pmovvo� E 8 E 0 `c SUBDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA DATE: 6 /12 /18 SCALE: 1/4"=V-0" SHEET C S OF 9 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. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS 1PSF) 1 Al. SLEEPING ROOMS 30 1 A.2. ATTICS W/ STORAGE 20 A.1 ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.S. BALCONIES 40 A.B. DECKS 40 A,T STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 1PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS ** C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (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) 0.85 EA INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS OM E.6. ENCLOSED BUILDINGS _ 10.18 Rl, GUARDRAILSANDHANDRAILS 200 F2, 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. RF D 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AN SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED. TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F, AND MORE THAN 72' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS RM2.2.1 AND R312.22 OF THE FLORIDA BUILDING CODE R961DENTIAL 6TH ED. (2017). 13. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 14, WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.92 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROORCEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723, PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH 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 PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. CITE lAl^0V 3. 4, 5. 6, 7. 8. 9. 10. 11, 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- O" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL, PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS, 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2, ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3, ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE Y:'. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 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), 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm -1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH 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 SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, B. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINF RCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT, FIBER LENGTHS SHALL BE 112 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 k9/ml IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM 01116 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 CIVIL 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 B. CONCRETE EXPOSED TO EARTH OR WEATHER: BA. 45, W31 OR 031 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA, *11 AND SMALLER BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y2" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT, 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2, ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DEI ECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75 OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 VOLT, SINGLE-PHASE, IS- 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. REF RIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NO LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THERECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INS rALLED FOR EACH MOTOR VEHICLE SPACE. i. ILL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: CA STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. LL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. UMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. kLL 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. kLL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. OTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R8027 OF THE FBCR, 6TH EDITION (2017). 8. OR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS REATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. OR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" COX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS T MID -SPAN FOR SPANS GREATER THAN WON CENTER ATALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. LOOR SHEATHING SHALL BE STRUCTURAL GRADE ''/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 HALL ONLY BE USED. 11. ALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER ALL SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT, IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES, CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO IJ240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.91v'). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8-4' WIN DSPEED/EXPOSURE 160MPH/B 160MPH/C 160MPH/D 2x6 STUD SPACING I @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. DI I IAAIMKI/_ 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 1O'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 2606.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM '/: PVC (SCHEDULE 40), INSULATED WITH %- AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'%' PVC (SCHEDULE 40), INSULATED WITH W ANIAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1, UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Ys" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS -- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063. I1AANO R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. 1178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTWC-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE-SPANOFCAULKS AND SEALANTS, CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Desi n Grou Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774 6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 tq mmmm O p G yE A w A a A k, N 5 A to 0 �- N m M m V- b to A co W SUBDIV. & LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA DATE: 6 /2 9 /18 SCALE: 1/4"=1'-0" SHEET G JL VT OF 9 GENERAL NOTES CONCI tETE 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, 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 ARE AS 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 /PSF) OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 A.I. SLEEPING ROOMS 30 A.2. ATTICS W/STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03, MAXIMUM AGGREGATE SIZE SHALL BE'/4". A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. A.5. BALCONIES 40 A.6. DECKS 40 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. Al. STAIRS 40 A.B. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". B. FLOOR DEAD LOADS IPSF) 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE B.I. ALL AREAS 10 INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. C. ROOF LIVE LOADS " 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. C.I. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). 9: FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD (PSF1 D.1. FIBERGLASS SHINGLES 17 MASONRY D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA = = El. BASIC WIND SPEED VULT, 160 MPH, VASD 124 MPH 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI530/ ASCE 5. E.2. EXPOSURE CATEGORY C EWIND DIRECTIONALITY FACTOR (T 0. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE EA. . INTERNAL PRESSURE COEFFICIENT (GCyi) 0.18 .4 MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. E.S. OPEN BUILDINGS 0.00 E.6. .ENCLOSED BUILDINGS t0.1o.18 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. F.1. GUARDRAILS AND HANDRAILS 00 . 5 f.2. GUARDRAILS IN -FILL COMPONENTS0 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. 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, THAN ''%INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 3, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) AREFOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 7. FILL 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. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. BY BUILDER" NOTE ON COVER SHEET (CS). REINFORCING STEEL 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI301; 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. REINFORCING 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. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2INCH TO 2.25INCHES (13 TO56 MM) IN LENGTH, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 MANUFACTURER'S RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25", INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R3012.1..2 OF THE FLORIDA BUILDING S. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" CODE RESIDENTIAL, 6TH EDITION (2017). WHEREVER POSSIBLE. 11, ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF,F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3^ THAT COMPLIES WITH SECTIONS R3122.1 AND R3122.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). B. CONCRETE EXPOSED TO EARTH OR WEATHER: 13, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: -- % WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). C.I. #11 AND SMALLER YA D. BEAMS & COLUMNS; 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Yd' WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACdbMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 460 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723, PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT 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 IT CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 1. A ILL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. GARAGES AND CARPORTS 2. L SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE ETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. OTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. 4. 7 %OF 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 TORE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. i 5-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE -GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. C UTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL, 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE OIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 7. F EFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS -.AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 8. OT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, E BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE STALLED FOR EACH MOTOR VEHICLE SPACE. CONSTRUCTED OF A MINIMUM NO. 26.GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. TIM ER 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 Y:-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR 1. ALL 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 SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH GYPSUM BOARD OR EQUIVALENT. A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: SITE WORK B.I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.A. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. D. TRUSS PLATE INSTITUTE: D.I. 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, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. E. APA-THE ENGINEERED WOOD ASSOCIATION: THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN,SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN 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 V- 0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF 2. ALL STRUCTURAL 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. B. 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. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). WITH ASTM D-1557. 4, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR 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%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01667. 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, 6TH EDITION (2017). B. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSUREA 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. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE-1 OR 5/8" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS % EXCAVATIONS TO BE A MINIMUM OF T-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 SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD OR 15/32" APA-RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFfERAS DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT, 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER. ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO LI360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY WI FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8-4' WIN DSPEED/ EXPOSURE 160MPH/B 16OMPH/C 160MPH/D 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE 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 107 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED, PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) ` CONDENSATION LINES SHALL BE MINIMUM''%- PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX, 3. CONDENSATION LINES SHALL BE MINIMUM'/4" PVC (SCHEDULE 40), INSULATED WITH Yd' 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. - T SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS •• CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM-C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM-C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H IT E C T S 1441 N. HUNALU HI A9AN lSLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774.4078 www.abdesigngroup.com AA #: 0003325 r � �oomv�000v� SVBDIV. & LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: GENERAL NOTES ARCHITECT - STATE OF FLORIDA DATE: 6 /12 /18 SCALE: 1/4"=V-0" SHEET G JL �YT OF 9 SECURE STRAP TO CONC. W/ (2) 3/16'x2" TAPCON5 3 1/2" TI CONC. SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "8xl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 40'-0° 8 10 71_3" PAVER EDGE LINE Ul 1-2 @ 2 a"r - PAYERS c) -31/2' DI _ 10'-0" 10'-0" 12'-0" 8'-0" I' DEEP CONTROL JOINT SAWCUT WITHIN 12 HOURS OF n 0'-0" FIN. ELEV. co CONCRETE PLACEMENT I c I ■ I FIN. GONG. SLAB I(TYP) N �ll(r;li ■ 0 9'-0" 3'-0" 8'-0"it J' CONDENSATION — lu---- ro I C 3 I2' C=. REW-ORCED LINE r2 W/ 6 x6'-WI.4 x WI.4 5A DI ■ I ON 6-MIL POLY ETHYLENE -STEM U. /C c0 5A ■ Q VAPOR BARRIER ON DI 2ND. FLR A/C I II W/H m �WELL_COMPACTED CLEAN FILL J @a 4F D I � ascot — — — — y r _ __ _____ 2 -5 1/2' I i COND @ 8'-3" ILI 3'-0" 8'-0" ■ `3'-6"r 1 I' DEEP CONTROL JOINT eo r PED 1 SAWCUT WITHIN 12 HOURS OF SINK, CONCRETE PLACEMENT (TYP.) 20'-0" 14'-1" 3'-4" ■ I 2 I � Dl I 3 — — — — — I ■ C3 I2' CGNC, REINED cp �, W/ 6'xb'-WI.4 x WI.4 4A 'n ■ ■ ■ ■ ■ ■ ■ I ON 6-MIL POLY v ETWYLENE VAPOR EARRIERON I N Dl 6' RECESS SLA5 lU -3 1/2" ■ WELL -COMPACTED ■ @ FOR PAVERS I 4A GLEAN FILL DI �0 `9 24'x24'xl2' CONC. FTG W/ (-PAVERS) (3) 05 REBARS EA. WAY °J co ON CHAIRS MIN. 3' COVER F L ■ 4— D1 L ■ n �'■ PAVER ■ —Dl — — — — — -i I/2" J EE)GE LINE o ■ ■■ ■■ ■ NN v 24'x24'xl2' CONIC. FTG. W/ (3) 05 REBARS EA. WAY ON CHAIRS MIN. 3' COVER 8" 6'-10" 2'-4" IC '-01, II'-101, ,'-6" 20'-8" 40' -0" SCALE: 1/4 = 1'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H IT E C T S Desi n 1 oU I rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIIIII L 0v�o0o■ov� E 8 co E O C L SVBDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: FOUNDATION PLAN DATE: 6 /12 /18 SCALE: 1/4"=1'-0" SHEET or r— i cYl V N r N m c0 N m m imn WOWEL PLAN SCALE- 1/4 = V-0' A R C H I T E C T S Desi n p 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r �"'llll"I STJBDIV. & LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: DOWEL PLAN DATE: 6 /12 /18 SCALE: 1 /4"=1' - O" SHEET OF A R C H IT E C T S WALL LEGEND 8'-V BRG. LOAD BRG. WALL NON-BFLG.WALL LOTTS CONCRETE P.D. Eox 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYF'E COMMENTS 8/32-641V UL FIRESTRE85ED L-2 4'-6' 6/22-5-(LU/(0)L RECESSED L-3 SA6-S-(IXl/(UL L-4 6'-81 8A6-8-(UURUL L-5 5'-I0, 8/24-5-(IXI O L L-6 4'-6 8/24-5-(UU/(0JL L--1 4'-ro' 8/24-5-(I)/(0)L L-8 6'40' 8/24-5-MVI L L-9 4'-6' 8/24-5-(UU ML 4*kZT-44n'GT't LINTEL SCHEDULE LINTEL No. LENGTH TYPE COMMENTS L-I I'I'-4' 8F32-IB/17 F'�S7f�SSED L-2 4'-6' SRF22-054T RECESSED L-3 .1'-6' 8F16-I5AT L-4 6'-6' 8F16-I54T L-5 5'-10, 8F24-054T L-6 4'-&' 8F24- AT L-1 4'-6' M4-MT L-8 6'-6' M4-I5AT L-0 4'-6' 8F24-05AT 25-SH 25-SH GREAT ROOM 8'-8' CLG. FLEX RM. a'-8' CLG. PATIO ��-- 5068 SGD O I L-8 I I I I CASUAL I DINING a' -a' CLG. l \ \ rol I I PWDR. I I a' -a' CLG. II II it II FOYER II L a� 8 ENTRY a' -a' CLG. L-9 23-SN 2—CAR GARAGE a' -a' CLG. ------- 16'-0' X 1'-0' OHGD L-3 0-02 — — — — — — — — — — — — — — — — — — — — ■I O L-I LI TYEL llr-J"LAN- 5CALE; 1/4 = I'-0' ■ Design Group`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �umnui SUBDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: LINTEL PLAN Nb DATE: 6 /12 /16 SCALE: 1/4"=1'—O" SxEET 3 OF 9 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS aaG AA 1-I INI FI 5 9APF 1 CADS (I RS/P ) tewar-twa+r G RA V I TY OBE R4LL'JN1 LENGTH B/B O6 312-63 P 16 05 bF2Z EB B= 4 EE PF28 0B 9i3£-E6 111E OF LINTEL) aE J69 ' 2`1& IS S63 Lr2E 15 ESE- 6+4 6 V 1 BF1B-16 9-+E) 049E-II} IJ95__ t0%'- 6'(F'REGA4T) 2231 f - ,069 46E5 y. _ ait )Z i541 4B'Z__ 8.1E 9C ot'5 Da^ B09 P V-m TO 4'-0' IPRECAIM G lab' 6 46E] r 61 9 11 l 4l l-3 B914 1939E --©E tl69 _ 6 •1 6 6 4'-I'TO 4'-6'(PRECAST) 599 eR189 4511 ' 1J36 613 995 541 :96D b 1 '3 1 E194 3 'EEb 16'P-9 L;4 J149 v a-1 ros-a (PRECAen Ian .. ...deb) - I.ES __.- __.. G:G - I.1-i 5E6s 1 IE3 5a.` d41 .:0 1 e'a _ 30E5 Iel2i E 6'-5' T05'-10' (PRECAST) 19L2 146 R632 4-5c^ To. 160 LJ, 61(19 .'18 1138 1111 4 i+ T 3-1I vl ;3I 1n6 a 4- TO 6'-W (PRECA07) Sea (ell n19 161 - 16 - 63r 6'-7' TO 1'-6' (PNECAWT) 143 699 Ilse Iba5 B = 94a6 bl 6 2 B ia, T) - To 9'.4' (FRos ass MIS IN IR4r 2177 - I6 6 10 V-W TO '-6' (PRI 4l5 20% e b 141E 1 11_ 4�1 551 ='45 lass 10'-l' To ll'-4` (PRECAST)363 54e 013 754 e b ' 404 3 193 4321 400E II'-5' TO 11'-0' (PRECAST) 331 411 155 10'19 W2a 142E 19 18.,E 6 Z`, H'-I' TO 1V-4' (PRECAST) 296 414 100 100E IHRb I 0 91 916 tbcS I' l 1E3D IS'-5'r014'-O'(PRECAST) P9 l NR _ I" ?bso MR NR NIR NR 4'-I' TO 14'-e' (PRESTRESSED) NR NR NR NR NR NR I NR NR - - TO 15'-4- (F 14'-9' R ellee ED) NR p58 - rII:3"9 153E NR NR NR NR N. L 11__ NI 15'-5'TO 11'-4'(PRESTRESSED) NR I60A NR _... IBn9 2En- 'z - ne-_ NR NR MR NR II TO IS -4' (PRESTRESSED' NR fl31 181 515 ' 6 NR NR TO 11'-4- (FREStRES0E6) NR O m3P, Se 1 S43 Ne 114 \R <R__ lees 1& NR It, NR N2 RI'-B' TO 1Y-0' (PRE8iRE58E0) NR R R NR R - 2&5 )III R - 1 T-I'T014'-O'(PRE3TRESSED) NR Cc< - - '29 1i<. 1 I C Bw9B UPLIFT LATERAL OVERALL LINTEL LEBK+TN &'8-IT M17-IT BF16-IT BF10 T BF14_I BF1B �31 I' &JB BFB RQL 2F%A'_` B''2B 1T 6 632 a sr-1T'- TZEI (TYPE OF LINTEL) t.bni f ILo9 2655 amic-2' %2a 4 :025 101E 159G 2345 1'-B' TO 3".. (PRECAST) 564) 1 4 94 Owe 5 +e63 LE 32 ^51. 3 '001 EZ 3 165 163 will a-1' TO P-0' (PRECAST) %3'.. LEl 1040 n; -815 2T0' 33TS __- 4510 i I 4a43 _ --_ b 11' Sala.. _.- _.- 4043 - III 411 tyi „I4)At! IS j1l'¢'i 1 6DB 3 99 9 I A52 5'-6' TO 5'-10' (PRECAST) 909 SE 2.. r' - 340 339 .1. l 6t .- 836 Z lase 259 0l 6 2 13l 4SO 541 VI 51-II't06'-6'(FRECABT) 'B96': u. 'A" 2 5 :m al j 3T1 _ 6'-T To 1'-6' (PRECAST) l2 24 =91 O 24 15E 6 H 4ib 2 9l B13 l 32:8 42a 534 363 134 2>rtJE` 316 811 l'-t' T09'-4' (PRECAST) 691 Bs1 5nZ 5 5 131➢ 9I6 I6 - i56. I t 16 5_ Ise -0 104 491 9'-a. T010.6'(PRECAST) 6SS E3 16H IDa 12'4 51 .9s6 414 Z4 B00 Il5s 264 451 104 IV -T TO 11'-4' (PRECAST) :r 1 01 3 1 a3 1 n3 s151 165s elm 4 6 11a 3� 2M AM lei 0 566 ,B 460 eJ 9 0 lbID I 11 - II'-6' TO O'-e' (PRECAOr) 1 02 IItF 1 _59 1 saw 9 8 16 3 A9 2G10 as I eB' ='E' 11'-I' TO 13'-a' (PrELAOT) IDl 324 lie 205. 193 160 1V-5-TO 14'-O'(PRBCAOL Z- a4E 2t- - leT ,•. E r Z t1 � bs5 'e5 Sc6 106E 6 f 5rt .Z 1358 bb+ IDm3 ^I9 .._>E GE 16;J1 - I �b 9 e s 1' s_ - _ 14`-I' TO 14'-B' (PREBTRE%EDl NR 1e4 91 14'-9' TO 1W-4' (PREBLRE%ED) NR 289 63 15'-9' TO N-4' (PRESTRE%EDl NR I94 64 n'-s' TO a'-4' (FRESTRE%ED) NR 140 SR - art I " '2' "S R 5 42 19'-5' TO 21'-4' (PRESTRES%D 1 SB 6 5 1 I 0., T &_c_5 1045 _6-G _ 4e TO 22'-4' (PRbTRE9s_D) l9 NR _ NR 14 91 30 1v-P r0 rzm-e' rPREeTRe%Fort -- Gz 31=_- 455 -ate I B uv road nnnsa 11-i NTFI S AAPF 104D5 (LBS/FT) GRAVITY 6:6b 0B ER=10-0B E�14 IDB BRFIB-Z 9F O B(F(6 Z6 JD-9 01 LINTEL LEN,'iiH (1PE OP LNTEL) SRJe A16 i 0 IL=R tlF#I4-1®t B 5!BBiB@�32 Ie 6RF266a aD I6 I149 3555 3 v'E e349 5421 [ 3 IS 9'-6'T04'-4'(PRECAST) 1435 IE 15 6 b99- <E63 510E bb l 992 Ease 4 46 P3 4 1063- 690E TO 4'-6' (PRECAST) 149E 156 e0 3L99 mE P.b 6639 11 t' &Db¢ e 9 ----1419 3419 340 P`13 _ TO V-B' (PRECAST) 2b6 I6 or 461 I6 4 6 636'. Eva 'I 4 E060 L49 191 �I'14 5311 3 00 5'-9' TO 6'-10' (PRELAOT) 010 II i 3 1 6639 dE60 '.40 ales vem b'-B' (PRELA6i) l9l E4E T9 5419 10BS3 E 15 4yO P 5 TO 1'-6'(PREGABT) 669 1h5 4 Ilse -__ 2 4 9 lE -- 1568 -"'v 54 lil -- 1990 4O5 1099E -- t4l _.L l'-1'T09'-9'(PRELAST) 411 - "A .99 L6B rt15D "S 450 58a'. nct u 1 ,o r o 11_I INI T.I 4 L',=c I (]drJA ll RS/FT) UPLIFT OVERALL LINTEL LENGTH BI56-IT briii I 8iii 1 SP IB-Ii 10 30LT BRJb al RCMU LINTEL) (TYPE CF 5R5 IbbB 2362 306E 3151 4669 - 51 ? 3".. TO 4'-4'(PRECA61`) %l 94 22R 1939 360" 4215 -. 0 I... e= 1a. 151 1164 4'-B' TO 4'-b' (PREGABT) _ 36p' 4[1° a9a1 •' i -9.3 f 694 693 101E 391' - 40t 694-1' TO B'e' (PECS well 655 Z 146 ss 55 lA� 5106 Ores 3'-9' TO W-10' (PRECAST)33 U 510 9 153^J 2 59 213 CP i 2.is 332E 9B2 a01 616 5'-II' TO 6'.a'(PRECAOT) :jy IZBL I .Sim aE& 4 L64 I'92 2 ' Lo 21 6 595 rise 464 "561 296E 6 9 T01 6 (PREC4 i ._lass I's 46e n5 .IeG t5E1 9 296a=_. a. 614 363 am Y-1' TO 9'-@' (PRECAST) 395 � 13"2 ]bE r0 201E 29Dt 3',0 490 114 ASTo ETit 1" ,4TERIALS I. f'c B" precast lintel = 4000 pal 2. Pc prestressed Ilntel = 6000 pal 3. Grout per 457M G416 f'e - 3000 psi w/ maximum 3/S Inch aggregate 4 S to II inch slump 4. Concrete MaaeMy Units (CMU) per ASTM C50 w/minimum net area compressive strength = 1900 psi S. Reber per ASTM A615 grade 60 6. Pre5tre55in2 strand. per ASTM A416 grade 210 low relaxation 7. Mortar per ASTM C270 type M or S GENERAL NOTES I Provide full mortar bed and head Joints. 2. Shore filled Iintele as required. 3. Installation OF lintel must comply with the architectural and/or structural documents. 4. U-Lintels are manufactured with 5 1/2" long notches at the ends to accommodate vertical cal', re!nrorcing and grouting. S. Reference the CAST-GRETE Load Deflection Graph brochure for lintel deflection Information. 6. Bottom field added raii to be located a the bottom or the lintel cavity. 7. 7/32" diameter wire Stirrups are welded to the bottom steel for mechanical anchorage. B. Gast -In -place concrete may be provided In composite lintel in Ileu of concrete masonry units. 9. Safe load rating based On rational dealer analy5le per ACI 31B and ACI 530 10. Tile exterior surface Of lintels Installed in exterior concrete masonry walls shall have a coi Of stucco applied in accordance with ASTM C-296 or other approved coating. I. Lintels loaded slmultaneously with vertical (gravity or upllft) and horizontal hater loads should be checked for the combined loading with the following equation: ATolled vertical loed4 Aeoll d h tal 12dd Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additioral reinforced concrete masonry above the lintelsee detail at right: SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOREACH ADDITIONAL D REINFORCED CMU FULL COURSE 1/2' CLR TYP (2) MS REBAR e GR40 or GR60 LINTEL SCHEDULE 5)4FE LOAp TABLE N07E5 I. All values based minimum 4 Inch 1 For composts Intel h si Sea no p g shown use safe , nominal bearing. Exception: Safe loads for unfilled XC load from next lower height n. Iintele must be reduced by 20% if bearing length i5 8. For lintels lengths not shown,, use safe load From less than 6 1/2 Inches, next longest length shown 2. N.R. = Not Rated a, All 5afe loads In units of Pounds per linear foot 3. Safe loads are superimposed allowable loads. 10. All safe loads based on simply supported 4. 9atR. loads based on grade AO or grade 60 field span. rSoIat' +Ir It. The number in the the parenthes 5 indicates the 5. One ei r-&0'I may be substituted For two e5 raiders percent reduction For grade 4 field added in B' lintels "Only rebar. Example T-6" lintel type 5F32-IB safe S. The designer may evaluate concentrated loads gravity load 6472ne) w/ 15% r ductiop 6472 from the safe load tables by calculating the ('S5) 5501 PE maximum resistlne moment and 5hear at d-away from Face of support. TYPE DESIGNATION F FILLED WITH GROUT / U UNFILLED 5 1l �GEUANTITT' OF REBAR AT jr BOTTOM OF LINTEL CAVITY 1 aF1r:�p 61E3/1T QUANTITY OF 5 REBAR AT TOP LNOMINAL HEIGHT NOMINAL WIDTH 05 RE BAR AT TOP MI . (1) REQ'D 4' " 1-IM" c EAR J ~ I r Ill d � Z GROUT rll Q - Z 05 REBA AT BOTTOM • • OF LINTE CAVITY BOTTOM REINFORCING 1-58'AGTUAL PROVID D IN LINTEL 8" ( VARIES) NOMINAL WIDTH TABLE Nc. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS LINTEL SAFE LATERAL LOADS P F) Tpul LeSil It- B'YB' PLAIN owl SOLID T-m' Ramat tes 3%4 3'-e' Reuel Rate 2318 4'-0' Reuet. 644 1614 411, PVA&M be 1 Peceet Na 1163 5'-4' Rxae! 66b Ise 5110' Frecdet 543 Imo 114' Recast 634 E64 111. R�det 611 I]% 6-8 Recast Ste Ull 1'-6' Frecaet 446 See T'-B' Recast "a N4 B'-0' Reraet Sol 8114 9'-4' Reoeet 5M 145 9'-4' Reset Ill 563 Recast 192 03 Recall as 620 W-0' Rat 164 549 1'4' Reuel 143 3e4 13'-4' Preraee 15 AX 11.1. Pet S9 391 4-01 Reetreewd NA 341 W-4' Reetr.... d NA 301 11'-4' RelOssaW NA 213 19'-4' PraeV9erod NA Rai 20.V Rebtreeeed NA 259 214' Rntreseed. NA Isl ]] 4' ReelrsOeeLl NA ]® 14-0' Reeveeeed NA 93 NR = Na Recammmdetl LOTTS r6 CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PN Cdn7) NSF. P11P f. f. U AC r r w W OC 8/8-5-(1) 45/(0) 05 8/6-S-(1) #5/(0) 45 NOMINAL WIDTH/HEIGHT OF LINTEL i- PLAIN OR SOLID LINTEL 18/16_P #U/#L] Na OF ADDITIONAL #5 BARS IN UPPER OR LOWE R LINTEL CAVITY LINTEL WLATERAL LOADS PLF) Tout..Mgh type B' OaOR HEADER PLAW B' DOOR HEADER 30LID Fn nt In1 1011 4'-0' FT.A 95ID 611 4'.2' Reu3t MI 521 4'4' Rini ISO B% A-V Reuet //9 IIB9 5'-e' Prxeet /'a Iln 6'-B'. Prb'caet /04 964 ReuM 411 let B'-a' Reuet IW 604 9-B' Reua! 266 635 GENFRAL NOTES: CODE5 J. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4027 4 R606 12. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 4 2107. 1.3, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI VIETOS). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (A5CE 1-10). 2. CONCRETE: 2.1. CONCRETE COMPRESSIVE STRENGTH AT 25 DAYS: 21.1. PRE -CAST W/STANDARD REINFORCEMENT-4000 P51 2.12. PRE -CAST W/PRE5TRE58 REINFORCEMENT-6000 P51 2.13. GROUT PER A5TM G416 - 3000 PSI W/ MAX. 3/5' AGGREGATE, 5' TO II' SLUMP. 22. REINFORCING BARS: 21.1. STEEL PLACED IN PRECAST LINTEL AT TIME A FABRICATION ASTM A&S (Gli DE 60) 227. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 23. F'RE-STRESSED STRANDS ASTM A416 1-WIRE, STRESS RELIEVED 210 K51 TAIL REINFORCEMENT IN ACCORDANCE WITH ACI 3I5 TABLE No 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL LENGTH CLEAR $$PAN LINTEL TYPE LINTEL STEEL UTPILLED GRAVITY CAPACITY (V5L f0A9J GRANT" CAPACITY fl)5L (IAV UPLIFT CAPACITY IAL (IAu UPLIFT CAPACITY (IAL (2F 5CMGM BAR TDP BAR GRAVITY CAPAGitt T-m' I'4- PRECAST (Wrz (2) 4245 lees INS OEM 10000 V-6' T-2' PRECAST G)rz (2)5 2415 3031 sear 4815 4815 2' -6'. ASi G)•t (2)R 110E 2111 2171 Ease 3Bis ' FRECA9i (21 rz (2) •1 1343 2165 2B5 2608 uses 4-B' 9 4' PRECAST (2)9 (2)R 1131 2011 2011 2421 1411 5-4 4 6' PRECAST (00 I026 IAs 1651 1410 -6 PRECAST (2)4 eOR 121E see 141E 1211e s 1KOS -ID PRECAST fWV (Wrz Ti4 118E 20 1163 111E 1405 5 7 PRECAST (W•4 (3)5 ll0 C32 1232 II{5 134E S'-4' FR¢CABT D)4 (])R 60i 1184 IIB4 10511 I1%6'-2' PcCAST 121 E (2) R SID SO SRI 825 WOO V.- PRECAST MN (2)n %I ses °.at lab 10416-8' F64 PREGb3iO4 (2)R 5m 902 902 112 e04 I-V PRECAST (2)4 MW J, %I Sol 646 521 B-0' PR'cCAST W-4 (WR we 126 Ise 499 ISO 9-1 PRECAST (W•4 (2)4 354 616 61B 380 ails .0. PRECAST WS (215 35 %T %T 3M 601 ii FRECAir IV S (W 5 252 525 525 211 56111 6 II S' PRECAST (W5 (1)5 211 493 4% ]51 512 13 4' I1-e PRECAST (REDS (2)9 d65 458 458 14 442 W-V W-8' CAST (115 (2)0 239 430 430 1S0 3e 4-B Ell 134'. PEbTRE80Ee <1J •4 (11rz NR 415 40 230 446 14.0 PRESTRESSED (2)•4 lvR NR 315 Bib 210 401 Yi-4 6 0' PRESTRE69ED (1)4 "Ir, NR ]se 2% 163 311 B-4• m 0 PRESiRE98ED fW5 N)5 NR 214 224 131 154 2l B-B' FRF.BTREes11 (W5 1211 N 101 201 121 231 2L4' 20.0' PRE81RE%Ep fD5 f1)5 NR n1 111 1st 201E 220' 2Si PRESTRESSED (2) 5 (W 5 NR 164 64 100 195 14'-0 1T-B' PRESTRESSED (115 (2)5 NR 132 BZ s4 163 MR- NOT RECOMMENDED TABLE NO 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 20" COMPOSITE LINTELS LINTEL !ENGTH CLEAR SPAN LINTEL TYPE LNTEL STEEL GRAVITY CAPACITY (0AL IPS) GR4VITT CAPACITY 0i (TAU UPLIFT CAPACITY (ML e^ UPLIFT CAPACITY (IfL (]1JA BOii01'1 BAR {pp BAR PRECAST x n --imp00IDMOV PRECAST (Wrz O)rz 164E 1wise IOwV 1000e PRECAST f1)R f1)rz m. was mope 0000 PRECAST "L (I)R 4142 10000 Saw woo PRECAST (1)rz (2)1 Else 10@00 1638 I000ID PRECAST (3)0 (2)rz 6239 Owe 513E woo 6.10' 4'-6' PRECAST (1)5 (2) Serb ales 466T 9244 6 4' 5-ID' PRECAST (2Y4 !1 rz also all 3%1 1142 6 6' 9.1' PRECAST 1 V 6]50 62 3645 6595 6 8 5.4 T (1)V ] 581E 3441 612E 16 b-2 PRECAST (3)•4 ) 4M 43fl 43U 2636 4509 1 B 6.4 PRECAST (2? -4 4099 40% 2500 die] B 0 6-e' PRECAST (W•4 (2) in 3130 3130 2215 sees B-4 1-0' PRECAST W-4 ] Q0 PN 2018 3561 9'-4' V_V PRECAST /W4 2734 114 510 2636 10-1. 9'-1' PRECAST (2)4 (2)R 2211 2111 733 4as -0' PRECAST MS M 5 1954 1954 1031 2OV9 0'-B' PRECAST !W5 f215 ills ills 9m 1828 12'-6' 11'-2- PRECAST M 5 (2) 5 1661 1661 028 1101 13'-4' 1'-1. PRECAST (V5 (W5 or 15o1 16 1414 4-ID 11-8' PRECAST Ms (4)3 Des lass 6% 1323 4-8 13.4- PRESTRESSED M-4 Mn late 189E 581 1131 5.4 14-O' P(�BTRES%D (1)'4 (W 124 111E 536 me B-4 Ib'-0' FREfiTRE63E0 (11 .4 f11R 1330 030 41l M4 B PREbTlesal f115 f2)5 1053 3 334 65t FRESTRE95Ep (W5 (2)5 Sri 919 312 615 2L4 20'-0' FRESTRES6ED (]15 851 2 2l9 540 22 0 2e-0' PRESTRESSED (215 (ll 9 lE 1 T 2el SOL 14-0 21'-B' PRESTRESSED 1115 6" 659 215 425 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL GRAVITY CAPACITY VAL(IAU GRAVITY CAPACITY nfL OM UPLIFT CAPACITY (IAL(IAU IIPLIFf CAPACTT (IAL(2AU BOTTOM BAR TOP BAR I.e.6' CAS 2) (DR w'" mom 0000 I� 0-6, 11. PRECAST (2)1 (11R Si m00e )owe 1000e 4-ID 1 e PRECAST (2)1 (1)1 bmi 10000 owe wilt, 4.6' 31' PRECAST fWR fWR 50'14 me00 1000ID Si 4'-8' 3'-4' PRECAST (2) `7 f2)R *53 m000 9629 10000 5.4 4' -V PRECAST a) 5 (W rz 1658 Owe, 1051 100eo 5-V 4' -W PRECAST GI f1Jrz 6231 m00e 573b 10000 6-1.5.V PRECAST (1)V (2)R Sell Owe Area 945e 6-6 5 2 PRECAST ] •4 () (1JR % B9 10000 4481 893 b 5 4 PRECAST f2) •4 (2) R 811E 4]31 641E a- Lai' 6 2" PRECAST fD 4 (]) R 6235 6416 641E 3241 6411 t B' b-4 PRECAST (W•4 (2)rz 5930 6024 30% 6169 B o b 8 PRECAST W-4 ()1 5%l BEST 2603 Sets 0-4 1-0 PRECAST (2Y4 (2)R 4531 4831 2551 we 9'-4' 0'-0' PRECAST M4 Mtn 3126 3126 19w Does lai 9'A' PRECAST ev4 (WR 2931 2531 520 0025 I'-4' m'-0' PRECAST ells f115 155E 2553 IDS 260E P.C. m'-B' PRECAST (2) It ev) 2345 2305 1173 till 17.0 111 PRECAST IDS e2)5 241 1141 I= leas I3 4 IT-V PRECAST (2)5 Ms M26 IW6 B01 1811 l4 O' 12-8 PRECAST (W5 (2)e Ile ilia IF 1635 la B' 13 4' PRESTRESSED (2P6 ) 2345 2345 Sea I283 15.4 14-0' PRESTRESSED l2)•4 (2)n Ilse 113E 5% Ills 4 I6'-0' FRE INSO ED l3)4 fWrz 1650 1650 464 910 19 4 a 0 PRESIREEBED (115 (7) laic laic all 1% 20.0 IB 8 ff S saev (2)5 (3)5 12B 11B 341 b% 11.4' 10.0 PREBTFE9SED (W5 fW5 ] 1062 3 Eel 22 0 20-B' PRE9 ED (1)9 a 24-0' ]]-B' PREBiRE%ED (D5 Gi 824 824 239 4l3 TABLE No 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28' COMPOSITE LINTELS LINTEL LEGTN CLEAR SPAN LINTEL TYRE LINTEL STEEL GRAVITY CAPACITY (CAL (TAU GRAVITY CAPACITY (II Now UPLIFT CAPACITY (IAL (TAU UPLIFt UPACITY lIAL (2AU NOTION BAR TOP BAR -6 PRECAST (2)� (2 m0@9 OEv>o 3-W 1 V PRECAST (2)R m000 IDOPIJ 10000 10= 4•0 2 V CAST (2)1 (2)5 l9lb 640tfl 10EID0 4 6' 3-T PRECAST (2)rz (o)R 6081 0m80 mama 100Bbi 4 B 3-4' PRECAST (2)rz (21n OEM Owe 1�0e 0900 5 4 4-V PRECAST el) IS fWR T CON 9365 0000 5 m' 4$' PRECAST a) `3 (DR 1361 m@:Sd Nob IEOee 6 4 SO PRECAST M14 a)n 10000 100oe 5641 m m 6 b 14' FRi (2) It Mi IN= Sale mD00 6.8 5-4' CAST (2)at (2)R %3B 1e090 5011 1Vice t6' 6.1' PRECAST (W•4 (3)R 7400 9361 3840 16e3 1$v 6.4' CAST (W •4 (2) rz T d Sloe 3662 1326 B 0 b-1. PRECAST (W•4 lilrz 6419 10EI 3328 6661 B -4 1 d PRECAST (W •4 __TV 4 5564' 693E W31 best 14' 8-1. PRECAST D)•4 (2)5 4561 bobs 2355 4145 10 6' 9-2' PRECAST (2)14 e2)•2 3526 304E 150T M63 III 1'-1. PRECAST M'S U)s 319E 32W 1521 3E9B 11 0 10'-B' PRECAST (D5 2939 ]Sae 193E 113E 11.E II -T PRECAST M S, (W 5 2118 2115 1211 2499 19 4 12-0 PRECAST (W5 (2)0 241E 2416 1049 2166 14 11 12-0' PRECAST (W5 (2)5 22W 296 9Dl 1941 14 a B'-4' PRESTRESSED (2)V 2Bll 2611 Vb 143I IS 4' 4'-0' STRESSED l21rz 161E 261E 13U IT 4 W'-0' PRESTRESSED (]JV W 202E 201E 5% 51G 10a 19 4' IB'-0' PRESiREbe (W5 (W5 1601 16M 43 BIB 10.0' IB B' PRESTRESSED (2)5 (2 5 14% 14% 11.E 20 0' PRE9IRESSED (115 (2)5 1305 1M2 93 6 6, 22 .0 20 8' PRESTRESED (]19 W 1i12 R12 311 19 14 0' II B' PRE6TREE6ED Q)5 lD5 101E _ 101E - 166 5T TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL 14 1 CLEAR SPAN LINTEL TYPE LNTEL STEEL RAIN GRAVITY CAPACITY GRAVFM CAPACITY (0AL(IAU GRAM" CAPACITY (IAL IIfU UPLIFT CAPACITY (IfL(IAJ UPLIFT CAPACITY <IALf1AU BOTTOM BAR TOP BAR 3-b' 1-] PRECAST ()R B13 I@65 I%5 ]4B0 2480 4.V 1 8• PRECAST 2 /WR its 1425 1425 106E I%3 W-v 3.2' PRECAST !) 019 151 Let MISS N89 4-0 3-4' CAST )R (2)R SN 1"1 1001 13% 15% 5 4 4'-0- PRECAST (2)5 am SID ON 1114 1114 ! 4-6' PREG48i ] IV 511 Bog SO9 930 %6 6-4- SV PREG40T 4 DR 494 141 141 115 051 6.6' 5.2' PRECAST : 416 in TO l30 0 6-V 5.4 PRECAST 456 693 693 689 1% t-6 b-1' RECAST (2 C rz %T 5se 686 5m 667 1-B' b-4' RECAST () Wrz 3t5 see 6fiB 499 "I 6-0' 6.V PRECAST 2) !])R 353 B-d' MID' FRECA6i (1) D5 334 Sol 50'I 60'I 411 5l6 9.4' 8-0' PRRI O (W rz 186 435 U5 3m 696 0.6' 9'-T CABi (2 (2) `2 45 311 312 239 429 II-4' m'-0' Gl3i f) (2) 'S 20 345 345 11'-e' 10'-B' PRECAST f (2)5 ]07 381 282 Ili 2l6 E'-6' I1"' CAST (3 B0 243 243 16l 238 -o' PREGABT !2)5 BI 191 B1 E0 An BB W-0 11'-B' GASi (WA 6 0 161 1 TABLE No 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL LEOSIN CLEAR SPAN LINTEL TYP£ LINTEL 81EEL WFILLED GRAVITY CAPACITY 0R4NTY CAPACITY fln-VAU GRAVITY CAPACITY 0AL(IAII URIFT CAPACITY flML(IAU UPLIFT CAPACitt rAL(1Au BOTTOM 9PR TOP EAR 3- - T /1 I%0 1691 K91 22 113E Are- 2'-8' PRECAST fWR (Wrz IBI 1625 W25 106E 1%3 4'-1' Z-0' PRECAST fVtS (2)R m43 E20 into 11B ills 4-4' "Ky PRECAST (2)R /Wrz %3 1130 U3o 15% B% 4-v 3-4' PRECAST Mil Is see 1001 m01 13% 139E W-V W-4- PRECAST f115 f 5% B46 846 IID03 mil 6'-8' 5.4' CAST Y4 2 58 b93 653 BBB 1°.O 1.1. 6'-4' CAST f2114 2 315 %B 560 499 641 B-' T>' CABi (W4 ] 316 Ise 480 315 846 9-8' 814' PRECAST 111E 2 213 115 415 291 412 2.4. DE 25. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3. MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MA50NRY ASSOCIATION AND ACI 530=00,. 32. MINIMUM MASONRY UNIT STRENGTH: PM 1500 PSI. 33. MORTAR SHALL BE TYPE S. 4. STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTEL5 HAVING A BEARING OF V (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTION 1606.1E OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 21ol _ry �3 ,--(1) /5 CONTINUOUS 8"X16" KNOCKOUT BLOCK - TOP BARS: '.�•' 1 SEE SCHEDULE (1) #5 CONTINUOUS t 6 ' 7//32" STIRRUPS AT 4'-0" Le •yn (11ED OR WELDED) I BOTTOM BAR SEE SCHEDULE (PRECAST) 8/11 #5/(1) #5 PRECAST (1) #5 CONTINUOUS 313• �8"X76" KNOCKOUT BLOCK A. •.- A 000 PSI GROUT • (PLACED IN FIELD) .Pa: TOP BARS :"y•SEE SCHEDULE (1) #5 CONTINUOUS B. J •. 7/32" STIRRUPS AT 4'-0" cc -yn (TIED OR WELDED) (2) STRANDS 7/16"-- 7 WIRE STRESS RELIEVED 270ka1 PRESTRESSED CABLE 8/16-S-(1) #5A1) #5 PRESTRESSED Eip" 3R' 8/16-S-(1) #5/0) #5 TABLE No. 6 REINFORCING SCHEDULE 8e LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LENGTH CLEAR 6PM1 LINTEL MIRE LINTEL STEEL GRAVITY CAPACITY loft (Ifu 0"1 CAPACITY on. (IAJ UPLIFT CAPACITY ell (IfU UPLIFT CAPACITTE fIr•riL AJ (R OPPP& BAR TOP BAR 3 V I.w PRECAST ) rz () R moos I owd, aw0 3 V 2-1' PRECAST R m00D 10ID00 10Eo0 woo 4-V 1.8' CAST 5 (21R 911E 1o0e0 l0 m0e0 4.V 3-V PRECAST ).1 (2)R 6990 100e0 106190 A 4-V 3.4' CAST )R (2)rz 636A 10000 INSO 1St 5-4' 4-e' PRECAST 9)5 W 1=0 lows %le 10000 4 10' 4.6' PRECAST _ ) 5 (2)12 054E 1000e' lets ime 6-4' 5.0' PRECAST _(2)4 (2)n 10e00 am Seat to000 6-6' 5 ]' CAST l3)rz 10 m 6155 moon 6-V b-4' PRECAST _) 1)4 W m000 m000 Sell 140� lV 61' PRECAST )4 2)rz Seel m000 4455 I6 1 6' 6 P PRECAST ) 4 (2) R bin m008 4340 Bd91 PRECAST _- ) 4 (W rz 143E '0000 386E 1111 B-4' l 0' FREOA9i 2)4 (2)R ON Owe 35A lose 9.4' B-ID' PRECAST Y4 (DR 519E 698E 1VT 5501 1-6' 9-3' PRECASTt14"""1 40M 5043 109E 4240 II-4' "1 PRECAST5 4221 4221 ❑63 3699 12-0' m'-8' CASs5 $T9 3lB 3110 @ $' II V D T 5 3412 34U 41 2899 13-4' p-1. EAST5 25% ]5se 1210 151E W-Vi5 2731 MI le% 2260 Ole' B4' PRESTRESSED, n 3231 32 1 141 140E W-4' 111. PRESTRESSED=J 2945 2965 683 less R -4` W'-0' FRE61RESSm rz 1180 "be 532 10% B'-4' ZIMED5 181E IBI 416 04b 20'-V IB ' 5 I6 I6Ba 391 1e'-0 141E 14t 69seED % PRESTRESSED5 1141 I4 1l4 544 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 14" COMPOSITE LINTELS LINTEL EN,iH CLEAR SPAN LIMEL TYPE LNTEL STEEL GRAvITY CAPACITY (CAL OI GRAVR'Y CAPACITY ll S- OfU UPLIFT CAPACITY (IAL (IAU UPLIFT CAPACITY (M. e2m BOTTOM BAR TOP BAR 0 3' -V Z-T PRECAST i)rz 5014 am Owe) loow 2-E' PRECAST 9)R w 12 %61 10000 1440 m0 4-W 3-2' PRE ABt )R (2)5 1141 T02T e612 8228 4-e' 3.4' PRECAST )R Wrz f 15B 6231 See,t2m 5' -a 4-V PRECAST )5 fWrz 4111 44M 3169 430 li 4-6- PRECAST )is (WR 334E 3N4 Nee 351 614' 5-0' PRECAST )µ (DR 3038 3038 leas 3219 b-b' S 1. FRECAST )4 D)5 Sal 2091 239E 3049 6-V 5.4 HiP., )4 (2)R 2128 21W 2259 28% l-6' 6-V PRECAST )4 (1)5 2H3 1 iHi FITS 230E 1-e' 6.4' PRECAST )4 210e 7IN m45 32B e -ID' 6 0' PRECAS 4 I%l IEal 4V 2 0 e4' l o PRECAST )4 ) it 1819 U63 BIB PRECAST 1)4 (115 Bn do 1054 B91 1'-6' 9'-1. PRECAST 4 (WR lies Fee Sol 1324 II'-4' m'-0' PRECAST I 113E im 618 TIN PRECAST (2)5 (2,5 m41 1041 594 Men 2'-b' I'-2' PRECAST )5 _(2)5 Se ON 541 103E 13'-4' V-0' PRECAST D5 (2)5 ea?%1 465 Sea 14'-0' 12'-8' PRECAST )5 (2)5 442 442 414 1 E58 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 14" RECESS DOOR HEADER LINTEL LENGTH CLEAR SPAN LWTEL TYPE LINTEL STEEL - GRAVITY CAPACITY refLOM GRAVITY CAPACITY rlfL(M UPLIFT CAPACITY (IAL(IAu UPLIFT CAPACITY fIRS. l2AU �h )BAR TOP BAR 3'4 214 T ( 45 9 Ilia- 4'-0' Y-B' CAST (W4 %51 100e0 14W 0000 4'-2' 2'-0' PRECAST (2)5 3306 M56 6143 mod, 4'-4' 3'-0' PRECAST R (2)R Moo sees CBS 956E 41-8' 3'-4• CAST R (2)rz 2519 6231 55e 121E 5'-8' A-4' PRECAST 2 3514 NO 327 IOQ 6 +B' PRE CAST P 4 2 rz 1t3B u130 22 59 2595 t-B' 64- PRECAST - 1 106 2ma 164 Ills 8-e' 1.4' PRECAST P V )See [lie 941 Ilse 9-8' V-4- PRECAST P 151E 4% 514 1505 31s11 t • r.. • Ile I I a•: ti•: 316 4 �Iry '� • • i L, • •X a s Or m w fv � 3 13/I6' T1 111) #5/(1) #5 A R C HI T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 FI NIIINIIII LIeom000aoo� ST SDIV. 8C LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: LINTEL LOADS & DETAILS CAST- CRETE & LOTT'S DATE: 6 /12 /18 SCALE: 1/4"=1'-0" SHEET 3. 1 or �j e� A R C H IT E C T S SQ.FT. CALC.'S 15T FLR. LIVING 2ND FLR LIVING GARAGE S20 1,215 444 SQ. FT. SQ. FT. SQ. FT. TOTAL LIVING ENTRY PATIO 2,63E 50 21 SQ. FT. SQ. FT. 50, FT, TOTAL 2,110 SQ. FT. CUBIC VOLUME LIVING15,204 SQ. FT. FUJALL LEGEND ................................ 8'-8' BRG. LOAD BRG. WALL NON-BRG.WALL COMPONENT AND CLADDING WIND LOADS BASK: NAND EXPOSURE FOR 3 SECOND GUSTS CALL f SOUARE WN./DR. WN./DR SIZE ZONE 160 MPH WIND FOOTAGE DESIGNATION WIDTH HEWFiT 1 112 161-01 1 -01 IV 84' 5 233 / - 283 OHx 2 20 3066 DR 36' W. 4 26.4 / - 26.1 3 24 35-SH 54' 63, 5 26.1 / - 33.9 4 33 25-SH 38, 63, 5 26.1 / - 352 5 33 25-SH 38, 63, 4 26.1 / - 29.1 6 42 5068 SGD 14' 80' 4 25.1 / - 21.4 1 10 23-SH 38, 38, 4 31fo / - 343 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY O.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 3 1/2' O 21-011 1'- -21 - ry .OF ry m 2A U • I6' Of,. CABINET SECTION 50111115013 8'-4" II'-4" O O5 PATIO O 23-SH 25-SH 25-SH I 5068 SCsD O I I i� 4-- — HB I II ®' 12 ' I I I I SINK I I II I GREAT ROOM I CASUAL it 8' sXcL� I DINING cLa r I I I O 61 I I I KITCHEN p ■ B e l 42' KNEEWALL u 5'-8' CLG. S \ W/ WD. CA \ T 21'-0" C\\ v 5'-2" 2'-ro" H_DR_0 T-4' i i i co UP I ■ ■ e N r DBL 4A. c0 1 lI1N I 1 n STUD m I 1 I ti m LBUJ. ----C LLL T WC LBW. LBW. 11 PWDR. STUD 2' 2" Cl T 4' 4" s 3'-G" c -0" 3' 4" 4' 4" 3' 4" 3' 6 II FED SINK FLEX RM. I I ll'-O'x 12'-10' I I FOYER 8'-8' CLc-L 1 1 8'-8' CLG. - S � ■ �� 2-CAR GARAGE • N W-4' x 21'-0' ry 35-SH O O�s 8'-s' CLG. O � M.T. 3 1 ■ ■ 0'-4" 1 3'-1" i HB ENTRY CLG. ■ LINE OF SECOND FLOOR ABOVE rlmtM — — — — — — 016'-0' X i' 0' OHGD •` •'�------------------ ■t-■ 1'- 4' 6'_2" I1'-I0" 1'-6" 2'-4" 16'-O" 2'-.4 113'- 4 114 20'-0" 40' - 0" SCALE: 1/4 = I'-0' ELEVATION 'A' 4Design Grouislnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www,abdesigngrou p.co m AA #: 0003325 00 F w O Cti O U 0. 2 co F q� Q A x A 5 cm A LF cm 0 ai M h co N or m E 8 m E 0 Z SUBDIV. 8c LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784,000/00030 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA DATE: 6 /2 9 /18 SCALE: 1/4"=1'-0" SHEET 4 or 9 JUL 10 2 A R C H IT E C T S SQ.FT. CALC.'S 16T FLR LIVING 2ND FLR. LIVING GAP -AGE 'I 1,215 444 SQ. FT. SQ. FT. 50. FT. TOTAL LIVING ENTRY PATIO 2039 50 21 SQ. FT. 50. FT. SQ, FT. TOTAL 2,110 5Q. FT. CUBIC VOLUME LIVING15,204 SQ. F7. WALL LEGEND 8'-8' BRG. LOAD BRCS. WALL NON-BRG.WALL COMPON M AND CLADDING WIND LOADS SASIC NAND E0101 FOR 3 SECOND GUSTS M/DR. WN/DFL 89E ZONE 160 MPH WIND DESIGNATION WIDTH H 30K 16'-01 x 11-0' 1132' 84' 5 233/-283 M 3068 DR 36' W.4 26A / - 28.1 35-5H 54' 63, 5 26.1 / - 33-S 4 33 25-SH 38, 63, 5 26.1 / - 352 5 r1 33 25-SH 38, 63, 4 26.1 / - 2S,1 6 42 5068 SGD 14' 80 ' 4 25.1 / - 21.4 10 23-SH 38' 38, 4 31fo / 343 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT-160 / VASD III 116 MPH B. INTERNAL PRESSURE COEFFICENT=+ ,IS C. RISK CATEGORY =TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 010 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS, NOTE: I. PRIOR TO DRYWALL IN5TALLATION ON ALL FRAMING MEMBERS 214' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3 1/2" �2 0 I 2 N I DBL. TOP PLATE I m V m 2x4 WOOD FRAMED s 16' O.C. CABINET SECTION a v I cD I HB 40' -0" 5'-4 9' 4° v S'-4" 11'-4" X 1. 12'-21 FLEX RM. 11'-m'x 12'-10' a' -a' CLG. Cl 0 8 OPATIO 25-5H I 506115GD O I I I GREAT ROOM I CASUAL 15'-9'x I5'4' I DINING 6'-8' CLG. I a' -a' CLG. I 42' KNEEWALL \ W/ WD. CA 23-SH II I II SINK II I i II KITCHEN 010 u a' -a' CLG. \ I \T v 21'-0" C \ 5'-2" „ 2' 6" II'-4" DBL C ----T FIX - II PWDR. I `'8 C I T 4'-41I 3 _611 _ II PED .� I I SINK oil il clII II FOYER I I �Fv' CLGCLG. II II �e O O� M.T. I 10'-4" ENTRY S'-s' dLG. ■-- ---- - - m DBL LBUJ. STUD = I Jj.oH I 3'-4" I, 4'-4" 2-CAR GARAGE 19'-4' x 21'-0' al-8' CLG. LBW. O B LINE OF SECOND FLOOR ABOVE - - O I6'-0' X 1'-O' OHGD - �■------------------ ■■ 6 ..2 AL 2'-4" 16'-0" v 20'-S" FIRST FL00PLAN SCALE: 1/4 = I'-0' ELEVATION'A' 2'-4" I Design Group inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �nNnmi ��eomosm E 8 E P R r SvsDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT*: 02784.000/00030 PAGE: FIRST FLOOR PLAN ARCHITECT - STATE OF FLORIDA DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET 4 OF WALL LEGEND • -- NON-15 IR3. WALL CONIONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND D GUSTS CALL # SOUARE WlNjm WNJDR SUE ZONE 1b0 MPH WIND FOOTAGE DESIGNATION WIDTH HEIGHT 1 15 3051-SH 36' (01, 4 26.9 / -292 EGRESS IA 15 3051-6H 36, 61, 4 26.9 / -29.2 EGRESS 2 8 2040-SH 24' 48' 4 21.6 / -30.0 3 31 (2) 3051-SH 12, (01, 5 25.6 / -33.0 EGRESS 4 15 3051-SH 36, 61' 5 26.9 / -355 EGRESS 5 15 3051-SH 36' (01, 4 26.9 / -292 EGRESS, TEMP 6 15 ES 36' (01, 5 26.9 / -355 3051-SH 1 15 TEMP 36' (01, 4 26.9 / -292 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 40' - 0" 10'-10, 5'-10" 2'-4" 10'-4" 14'-10" DBL DEL O STUD O STUD O 3051-SH fi4'-4" I 3051-SH 3051-SH EGRESSI EGRESS TEMP I 111 BEDROOM #3 LOFT ,;BEDROOM#4 10'8-0 CLG.VIE, xII 1/'-4" v 71_411 41_6 61_2 91/2 I'-2" —21 6 m ryb m v _ O a -SHED IR-ISH I I G1Pi. i ii OPT. D i ro DN. N JEL co La L----- JL-----j m O 01 - q l 2' KNEEWALL co W/ WD. CAP m m m r--i Ng I M= "I 12'-10" I IL4I 6' 6" 6' 4" 14'-4" m BEDROOM #2 I W.I.C. I T - I IN 7 I i ' OWNERS SUITE (2) 3051-SH I I® 1 E 13'-10' x 15'-0' EGRESS I 2040-SH I a c0 8'-0' cLG. 4X6 — POST O I 2 o� X6 N ro I POST m I I_011 5 _414'-4" 4 I 60' 4' 3051-SH 3051-SH FIB5RSLASS UJR EGRESS EGRESS i L - — — — — — — — — — — ----ROOF LINE EELOUIJ 10'-2" 3' 3" 81-6" 3'-8" S'-6" 40' - 0" SEUUNIT-) FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION'A' A R C H I T E C T S Desi n 1 oU I pnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F N � o Q H N ti w 4 IS Q o q m ci a v N M 7 W co N 01 m E E P A r SVBDIV. T: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: SECOND FLOOR PLAN DATE: 6 /2 9 /18 SCALE: 1/4"=1'-O" 1 SHEET (� 4. tog e� JUL 10 2018 COPONE N T AND CLADDNO WM LOADS BASIC WIND EXP08URE FOR 3 SECOND GUSTS CALL # SWAM WINQDR WN✓DR SWE ZONE 160 MPH WIND DESIGNATION WIDTH HEKWT 1 15 3051-SH 36' 61, 4 26.9 / -292 EGRESS IA 15 30511--EGRESS 36' 61, 4 26.9 / -292 2 8 2040-SH 24' 48' 4 lib / -30.0 3 31 (2) 3051-SH 12 61, 5 25b / -33.0 EGRESS 4 15 3051-61-1 36' 61. 5 26.9 / -35B EGRESS 5 15 3051-SH 36' 61, 4 26.9 / -292 EGRESS, TEMP 6 15 3051-SH 36' 61, 5 26.9 / -35B EGRESS 3�MPH 1 15 36' 61, 4 26.9 / -292 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASD=116 MPH B. INTERNAL PRESSURE COEFFICENT=+ .15 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS d CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, roTH ED, (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TE141ITE TREATED SPRAY 40' - 0" 10'-10" 5'-10" 2'-4" 10'-4" 31-9" 11'-9" 14'-10" 3'-8" DEL DEL O STUD O STUD O 3051-SH I 3051-SH 3051-SH EGRESS I EGRESS SOY. TEMP � I BEDROOM #3 e I I8;-a'xCLG.' 0 BEDROOM 44 @ IOLOF Io 8'-0' Cl G. ®a ? 10'-O'xll'-10-10' 1 8'-0' CLG. 7'-5" 2' I1 1/2" 4' 4" C 5' 4" 7'-4" 9 1/2" 2° S 16 nl 'V� tt1 `OPT. I I OPT. fu IR iSN v L —— �__J m a ------- A/C --- - — q2k -A2' KNEEWALL W/ WD. CAP m I E (] 12'-10" I 6 -6 6'-4" 14'-4° m BEDROOM #2 I W.I.C. I T s'-01 CLG 161 e'-o' cLG. I a I I �I I� _ (2) 3051-SH OWNERS SUITE I F 13'-10' x 15'-0' EGRESS I 2040-514 o f0 O 2 RD I �X6 N ro POST m 1'-0" 5'-4° 14'-4" 601644 3051-SH 3051-SH FIBR'xLASS EGRESS EGRESS J _ _ _ — — ROOF LINE BELOW) — 0 5' II" 0'-2" 3 _3' S _6 31_Sll 8l_/-11 19'-4" I 20'-,S" o ii SEC N F"10 OR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' 4X6 A R C H I T E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �III"IIIII ���o0�0omJ O V E SUBDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROTECT*: 02784.000/00030 PAGE: SECOND FLOOR PLAN 00 ARCHITECT STATE OF FLORIDA DATE: 6 /12 /18 SC ALE: 1/4"=1' - O" SHEET 4. top A R C H I T E C T S HANDRAIL A 36' (2) LAYERS OF 3/4' PLYWOOD OR 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING 3/4' TtG SUB FLOOR GLUED E NAILED PRE-ENG. FLR. TRUSSES SECURE 2x12 STRINGER TO SOLID NAILING W1 12d NAILS TO BE NAILED FROM BACKSIDE 01 TAIR `TBRG. HT. .TA: 7.55" TION h 10'_0j�a' i �ZND FM. FLR J ha,-V 5R3. WT. Design Group Inc. FAx:407-774-4078 www.abdesigngroiap.com AA #: 0003325 I ilk E 8 E 0 VBDIV. 8e LOT: OAKLAND LAKE rSE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: STAIR SECTION & DETAIL ARCHMECT: STATE OF FLORIDA ROLAND A. ABOUCHACRA AR NO 93723 DATE: 6 /12 /18 SCALE: 1/4"=1'—O" SHEET 4. 2OF � IF A R C H I T E C T S FRONT ENTRY/GARAGE ATTIC VENT CALCS kREA OF ATTIC 102SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.68 SQ.FT. REQUIRED VENTILATION AREA (0.68 x 144) 97.9 SUN, SOFFIT VENT VENTILATION PER IF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 91 LF PROVIDED IF OF SOFFIT VENTILATION 38 LF ATTIC VENT CALCS EA OF ATTIC 1314SQ.Ft NET FREE VENTILATION AREA REQUIRED (1/300) 4.38 SQ.FT. REQUIRED VENTILATION AREA (4.38 x 144) 630.7 SON. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 630.7) 315.4 SQ-11 OFF RIDGE VENTILATION AREA t15 SQ.11i./vmi SOFFIT VENT VENTILATION PER IF 11.74 SQ. KAF TOTAL # OF VENTS REQUIRED 2.74 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 315 SUN - REQUIRED LF OF SOFFIT VENTILATION 27 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF 18'-0 3/4" BRG. HCsT 17'-0 3/4" HDR. HGT. 1'-0� SC RED LINE (TYP) 10'-0 3/4" ND G'-8" HDR. HCxT.h _ TEXTURED CEMENTITIOUS COATING PER (ASTM C92(b) (TYP) SCORED LINE— (TYP) 0'-0" FIIN. FLR., _ 10'-0 3/4" BRCz. H4GT.dL If 17-0 3/4" NPR. HGT.o - 10'-0 3/4" 2ND F.F S' -8" BRG. HGT. � HDR. HCzT.h TEXTURED CEMENTITIOUS-- COATING PER (ASTM C926) (TYP) -0" FIN. FLR. 6" YF ROOF SHINGLES (TYP) ❑C❑ HE ❑❑ ❑❑❑ ❑❑ r❑LIE] 12 5 cl rI ELL ❑❑� EM ❑❑L ❑❑ EIEF I ❑❑C _5 7-L -i I r r 1 ����A I•I I•I I, 10'-0 3/4" BRG. HCz7. 1'1' -0 3/4" HDR. HG7. T C.J: 1 SCORED LINE (TYP) TEXTURED CEMEN7171OU6 COATING PER (ASTM C92(o) (TYP) 10'-0 3/4" 2ND F.F. ®I (•) I•I (�I I•) I•I I•) I•) �� •_� ��� ��� loI ��� F NT ELEVATION SCALE: 1/4 = I'-0' ELEVATION'A' ROOF SHINGLES (TYP) OFF -RIDGE VENT ------------c3------ _� - 1iI ❑❑ TEXTURED CEMENTITIOUS COATING PER (ASTM C926) (TYP) � LJ o n � ------------ REARELFETI N SCALE: 1/4 = I'-0' ELEVATION 'A! 6'-8" HDR. HCzT. SCORED LINE (TYP) 0'-0" FIN. FLR. . 17'-0 3/4" HDR. -4GT. 10'-0 3/4" 2ND FF. BRG, HGT. HDR, HGT. TEXTURED CEMENTITIOUS COATING PER (ASTM C92(o) (TYP) '-0" FIN. FLR. GroupDes�n -inc. ,n�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �III,1IIIII ��omaeemav� E 0 0 c� G 0 L C r V$DIV.8e LOT:AKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: FRONT & REAR ELEVATIONS ARCHITECT-. STATE OF FLORIDA saki I In ROLAND A. A AR NO DATE: 6 /12 /18 SCALE: 1 /4"=1' — O" SHEET 5 OF 9 1&'-0 3/4" BRCS. Hr%T.�I 11'-0 3/4" HDR. HGT.h -- 10'-0 3/4" 2ND F.F. _ 8'-a" BRS. HCsT. �— HDR. HGT. 2'-+all 0'-0" FIN. FLR.. 1a'-0 3/4" BRG, H4GT.,j, 1'-0 3/4" HDR. H4GT.Zr 10'-0 3/4" 2ND F.F. 12 5� 0'-S" BRCS. HG7.h _ 12 5t / W.S. ---- ROOF SHIW:;LES (TYP) OFF-RIDGE VENT TEXTURED CEMENTITIOUS COATING PER (ASTM C926)(TYR)� `TEXTURED CEMENTITIOUS COATINGS PER (A5TM C92(o) (TYP) D Lhp'T ELE TIl V SCALE: 114 = 1'-0' ELEVATION 'A' ROOF SHINGLES (TYP) 5 OFF -RIDGE VENT 12 5 10'-0 3/4" Bfl HGT. 11'-0 3/4" HDR, HGT. _ 10'-0 3/4" 2ND F.F. 8'-8" BRCS, HGT. Ti7 6,6'-8" HDR, HGT. CJ.---- CJ.-------- TEXTURED CEMENTITIOUS COATINGS PER (ASTM C926)(TYP)) II h'-8" HDR. HCsT. 1' -0", SCORED LINE (TYP) 0'-0" FIN. FLR. 21.411 TEXTURED CEMENTITIOU5 COATINGS PER (ASTM C92(o) (TYP) D IRIGHT 1EILEATIO'N SCALE: 1/4 - 1'-0' ELEVATION m L a SCORED LINE (TYP) -4 _ AO'-O" FIN. FLR. I0'-0 3/4" BRCS. HGT. _ ,ll11'-0 3/4" HDR. HGT. I_/T II 10'-0 3/4" 2ND F.F. 0'-0" BRCS. HGT. ll HDR. HGT. 0'-0" FIN. FLR. A R C H I T E C T S rniirr._- LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 �"IIIIItII LvvOamvvooJ E 8 E l0 Swmmm TBDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: LEFT & RIGHT ELEVATIONS of ARCHrrECT. STATE OF FLORIDA I ROLAND A.ABOUCHACRA AR NO 93723 DATE: 6 /12 /18 SC ALE: 1 /4"=1' - O" SHEET 5. 1 OF 9