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HomeMy WebLinkAbout3775 Hanworth Lp (a)ESTERO BAY VERSION#02 RECORD COPY FORM REVIEWED FOR CODE COMPLIANCE Gc – PLAN16EXAMINER LIL— DATE IA. L v , A, L:VL _NT PLANS, Ti( TH,�S 'C)DE ONORV IONS 01 C','OMPACTION TEST REQUIRED Results to be Verified at Stab Inspection SA Nj- ryanhomescom #18-4665 * STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: I ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION ISHEET # DESCRIPTION RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS 4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET ALT. ALTERNATE MFR. MANUFACTURER ORLANDO, FL 32811 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED RYAN HOMES — TAMPA CL CENTER LINE MTL. METAL 1 FRONT & REAR ELEVATIONS 1409 TECH BLVD., SUITE 202CAB. CABINET N.T.S. NOT TO SCALE 2 LEFT & RIGHT ELEVATIONS • OCCUPANCY – RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER TAMPA, FL 33619 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 3 FIRST FLOOR PLAN CONC. CONCRETE P.B. PUSHBUTTON 4 SECOND FLOOR PLAN • MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE 4.1 STAIR SECTION * STATE OF FLORIDA BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE – VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD 5 FOUNDATION PLAN PROFESSIONAL ARCHITECT: D. DRYER PR. PAIR 5A FOUNDATION DETAILS • RISK CATEGORY – II DBL. DOUBLE P.T. PRESSURE TREATED 5B DOWEL PLAN JAMES CANTWELL EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (LOTTS) DIA. DIAMETER FAD. RADIUS AR NO. 12079 • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5D LINTEL PLAN (CAST CRETE) • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN(QUALITY PRECAST) DP. DEEP REF. REFRIGERATOR A.B. DESIGN GROUP, INC. LOCAL AND STATE CODES DR. DOOR PIM. ROOM 6 FIRST FLOOR FRAMING PLAN 1441, NORTH RONALD REAGAN BLVD. D.S. DOWNSPOUT R.O. ROUGH OPENING 6.1 SECOND FLOOR ROOF FRAMING PLAN DTL. DETAIL S.D. SMOKE DETECTOR 7 ENTRY FRAMING SECTION LONGWOOD, FLORIDA 32750 WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET 8 FIRST FLOOR ELECTRICAL PLAN Fax: (407) 774-4078 Tel: (407) 774-6078 BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 8A SECOND FLOOR ELECTRICAL PLAN EQ. EQUAL SHWR. SHOWER EXH. EXHAUST Sim. SIMILAR DRAWING / CONTRACT DOCUMENT EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS ASTURIA 150—CF.G./FX. FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS/DETAILS REVIEW BY BUILDER - F.G. FUEL GAS STD. STANDARD AYERSWORTH GLEN 150—B FIN. FINISH TEMP. TEMPERED GLASS D3 SECTIONS/DETAILS FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR BAYBERRY WOODS 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB INTERPRETATION OF THE CONTRACT DOCUMENTS. CARRIAGE POINT 150—B FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D5 SECTIONS/DETAILSFTG. FOOTING T.O.S. TOP OF SLAB D6 SECTIONS/DETAILS CHAMPION'S RESERVE 140—B GA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED IF ANY ASPECT OF THE CONSTRUCTION (AS CREEK SIDE 140—B G.F.I. GROUND -FAULT CIRCUIT OTHERWISE DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR INTERRUPTER V.P. VAPOR PROOF WA1 WALL ASSEMBLY DETAILS CYPRESS PRESERVE 139—C GL. GLASS W. WASHER AND IN NEED OF FURTHER DETAILING OR GYP. BD. GYPSUM BOARD W/ WITH WA2 WALL ASSEMBLY DETAILS EXPLANATION IN ORDER TO BUILD THIS PROJECT CYPRESS RIDGE 140—B H.B. HOSE BIB WD. WOOD WA3 WALL ASSEMBLY DETAILS H.C. HOLLOW CORE WDW. WINDOW BASED ON THIS DRAWING SET, THE CORRECT HAMILTON GARDENS 140—B HDR. HEADER W/H WATER HEATER WA4 WALL ASSEMBLY DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A HIGHLAND MEADOWS 140—B HGT. OR HT HEIGHT W.I. WROUGHT IRON WA5 WALL ASSEMBLY DETAILS INSUL. INSULATION WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO HIGHLAND PLACE 140—B INT. INTERIOR THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN LAKES AT LUCERNE 140—B SQ.FT. CALC.9S RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY LUCAYA LAKE CLUB 150—C MANNER. AB DESIGN GROUP TAKES NO McCORMICK RESERVE 140—B RESPONSIBILITY FOR INTERPRETATIONS OF OCOEE PINES 140—B IST. FLR. LIVING 1091 SQ. FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's ORCHID ESTATES 140—B 2ND. FLR. LIVING 1126 SQ. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF OSPREY LANDING 150—C THE CONSTRUCTION BASED ON THE DRAWING SET. OVERLOOK AT GRASSY LAKE 140—B TOTAL LIVING 2823 SQ, FT. THESE PLANS ARE DESIGNED AND ENGINEERED FOR PLEASANT HILL 140—B 2 -CAR 4 TANDEM GARAGE 635 SQ. FT. A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SERENOA 140—B ENTRY 116 SQ, FT. RESPECTIVELY. IN THE CONDITION THAT THIS HOME SHADOW RIDGE 140—B EXTENDED LANAI 310 SQ. FT. IS BUILT IN A WIND SPEED AND EXPOSURE SOUTHFORK LAKES 150—B CATEGORY LESS THAN 150—C, PLEASE REFER TO SUMMERWOODS (WILLOW BEND) 150—B TOTAL 3944 SQ. FT. GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140—B NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C TS Grou Dessi n pinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUB3D].V. & LOT -:1 KENSINGTON RESERVE (LOT 35) M03DE3L-. ESTERO BAY (VERSION#02) P3P.OJECT#: R2065.Oa5/00001 PAGE: COVER SHEET ARCHITECT- STATE OF FLORIDA X04 11 D#ft: 11/27/18 �SALE: BEET S or 8 0.9 �vvvvovvvaJ SUB3D].V. & LOT -:1 KENSINGTON RESERVE (LOT 35) M03DE3L-. ESTERO BAY (VERSION#02) P3P.OJECT#: R2065.Oa5/00001 PAGE: COVER SHEET ARCHITECT- STATE OF FLORIDA X04 11 D#ft: 11/27/18 �SALE: BEET S or 8 0.9 GENERAL NOTES 1. 2. 3. 4. 5. C 7. 8. 9. 10. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS /PSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS /PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS CA. "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. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS I +i 3. 4. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR 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. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED 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 INCH GYPSUM BOARD OR EQUIVALENT. r-.y6_A�nr.1 0 FA 1. 2. 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'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE 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 3/4'. 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'/,". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). U w Cn►I12v 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 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/.INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3- B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER 2- C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER 3/"" D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'/:" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE 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 DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIRAmon 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/," SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB 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. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 4 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M�. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. I @ 16" O.C. @ 16" O.C. I @ 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. 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 8137.5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) " CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH'/:" AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 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 Y2" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF 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 / 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 TS Design oup Gr�nc. .L44:L M KUNALU Kr.AU/kFV ULM. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA %T,4 11, DA E: 11/26/16 S ALE: 1/4"=l'-0" HEET OF 11,1111,1 .m.omo.�. SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA %T,4 11, DA E: 11/26/16 S ALE: 1/4"=l'-0" HEET OF PRECA5T LINTEL (CENTERED ON 12" BLOCK) 12" 5QUARE GROUTED CMU FURR-OUT COLUMN FOR TAPER 1(0" GROUTED CMU 5A5E T�D TL. TEXTURE CEMENTI COATING PER (ASTM C� (T' lwI FRONT SCALE: 1/4" =1' -O" ELEVATION (ELEVATION M) REAR ELEVATION - SCALE -1/4"=l' -O" (ELEVATION M) r_ I IIwI - I r_'�— 2'1'-11" BLDG. HT. If ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 219 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/150) 1.46 SQ - FT -REQUIRED VENTILATION AREA (1.46 x 144) 210.2 SUN. SOFFIT VENT VENTILATION PER LF II !I i REQUIRED LF OF SOFFIT VENTILATION 18 LF PROVIDED LF OF SOFFIT VENTILATION 1 -4- 1 --4- 1 LF NET FREE VENTILATION AREA REQUIRED (1/300) 5.75 SQ - > ING FT -REQUIRED VENTILATION AREA (5.75 x 144) 828.5 SUN. rRiM BOARD MIN. REQUIRED VENTILATION IN UPPER 414.2 SUN. b PORTION OF ATTIC (0.5 x 828.5) L.J. 1 11 OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT (T'T'P.) SECOND FIN. FLR.OL SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF ' OL FIRST FLR. BRG. TOTAL # OF VENTS REQUIRED 3.60 SECOND FLR. BRG. FIRST FLR. HDR, TOTAL # OF VENTS PROVIDED 4 OL HEIGHT, U.N.O. W/ (o" HEEL HT. REQUIRED SQIN VENTILATION IN TOP OF ROOF 414 SUN. -C — 5ECOND FLR. HDR, REQUIRED LF OF SOFFIT VENTILATION 36 LF FRONT SCALE: 1/4" =1' -O" ELEVATION (ELEVATION M) REAR ELEVATION - SCALE -1/4"=l' -O" (ELEVATION M) r_ I IIwI - I r_'�— 2'1'-11" BLDG. HT. If ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 219 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/150) 1.46 SQ - FT -REQUIRED VENTILATION AREA (1.46 x 144) 210.2 SUN. SOFFIT VENT VENTILATION PER LF II !I i REQUIRED LF OF SOFFIT VENTILATION 18 LF PROVIDED LF OF SOFFIT VENTILATION 1 -4- 1 --4- 1 LF NET FREE VENTILATION AREA REQUIRED (1/300) 5.75 SQ - > ING FRONT SCALE: 1/4" =1' -O" ELEVATION (ELEVATION M) REAR ELEVATION - SCALE -1/4"=l' -O" (ELEVATION M) r_ I IIwI - I r_'�— 2'1'-11" BLDG. HT. If ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 219 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/150) 1.46 SQ - FT -REQUIRED VENTILATION AREA (1.46 x 144) 210.2 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 18 LF PROVIDED LF OF SOFFIT VENTILATION 41 LF SECOND FLR. BRG. �W/ 12" HEEL HT. 2ND FLOOR ATTIC VENT CALCS RD I E AREA OF ATTIC 1726 SQ. FT. ARD NET FREE VENTILATION AREA REQUIRED (1/300) 5.75 SQ - > ING FT -REQUIRED VENTILATION AREA (5.75 x 144) 828.5 SUN. rRiM BOARD MIN. REQUIRED VENTILATION IN UPPER 414.2 SUN. b PORTION OF ATTIC (0.5 x 828.5) -4" TRIM BOARD OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT (T'T'P.) SECOND FIN. FLR.OL SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF ' OL FIRST FLR. BRG. TOTAL # OF VENTS REQUIRED 3.60 SECOND FLR. BRG. FIRST FLR. HDR, TOTAL # OF VENTS PROVIDED 4 OL HEIGHT, U.N.O. W/ (o" HEEL HT. REQUIRED SQIN VENTILATION IN TOP OF ROOF 414 SUN. -C — 5ECOND FLR. HDR, REQUIRED LF OF SOFFIT VENTILATION 36 LF PROVIDED LF OF SOFFIT VENTILATION 65 LF - HARD IE BOARD SIDING Ilal�llll - 4" TRIM BOARD (T`i'P.) m �r h SECOND FIN. FLR. -' LANAI ATTIC VENT CALCS OL FIRST FLR. BRG. FIRST FLR. HDR. AREA OF ATTIC 400SQ.FT. _ OL HEIGHT, U.N.O. NET FREE VENTILATION AREA REQUIRED (1/150) 2.67 SQ. FT. — 8 REQUIRED VENTILATION AREA (2.67 x 144) 384.0 SQ - IN -SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF 4" WIDE RAISED —BAND REQUIRED LF OF SOFFIT VENTILATION 33 LF (T`i'P.) —TEXTURE CEMENTIOUS 61 0 COATING PER (ASTM C92(o) (TYP.) FIRST FIN. FLR. SECOND FLR. BRG. L FIRST FIN. FLR. =�t m A R C H I T E C TS Desmsn Grou�r!C. s'M: 4u /-/ /4-bu /ts FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �W/ 12" HEEL HT. — — SECOND FLR. HDR. RD I E ARD > ING rRiM BOARD "P.) b SECOND FIN. FLR.OL ' OL FIRST FLR. BRG. FIRST FLR. HDR, _ OL HEIGHT, U.N.O. L FIRST FIN. FLR. =�t m A R C H I T E C TS Desmsn Grou�r!C. s'M: 4u /-/ /4-bu /ts FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I E 8 E O SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: FRONT & REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA JAME CANTWELL A N0 12079 DA : 11/26/18 S AL :1/4"=l' -O" SHEET OF U Ilal�llll SA I E 8 E O SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: FRONT & REAR ELEVATIONS ARCHITECT - STATE OF FLORIDA JAME CANTWELL A N0 12079 DA : 11/26/18 S AL :1/4"=l' -O" SHEET OF U VIP SECOND FLR. Bim. UJ/ 12' HEEL HT , SECOND FLR. HDR., 4' SECOND FIN. FLR. IV FIRST FLR. BRCS. j — FIRST FLR. HDR _ CsU.N.O. FIRST FIN. FLR RIGHT ELEVATION - SCALE: 1/4'a V- 0' (ELEVATION M) LEFT ELEVATION SCALE:1/4'=1'-0' (ELEVATION M) SECOND FLR. BRG- W/ 12' HEEL HT. SECOND FLR. HDR. OL SECOND FIN. FLR. OL FIRST FLR. BRCS. FIRST FLR. HDR. - - --d�-HEIGHT, UN O. OL FIRST FIN. FLR. 1'-2,I A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \0000000001 SUHDIV. & LO'T KENSINGTON RESERVE (LOT 35) ASO DEL: ESTERO BAY (VERSION#02) PROJECT - R2065.05/00001 PAGE: LEFT & RIGHT ELEVATION'. --- ARCHITECT: LEVATIONARCHITECT: STATE OF FLORIDA �oj 11 Illy D ; 11/26/18 S 1/4"=1'-0" HEET % or (9 F�.s SQ.FT. CALC.9S 1St. FLR LIVING 1097 SQ. FT. 2ND. FLR LIVING 1126 SQ. FT. TOTAL LIVING 2823 SQ. FT. 2 -CAR 4 TANDEM GARAGE 635 SQ. FT. ENTRY 116 SQ. FT. EXTENDED LANAI 310 SQ, FT. TOTAL 3944 SQ. FT. EXTERIOR MASONRY WALL BRCx. HEIGHTS 9' - 4 ` 5RCrt. LOAD 5R3. WALL FRST FLR WINDOW CALLS COMPONENT AND CLADDWG WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL f SWAM FOOTAGE WK/DR D6&GMTM ZONE 160 MPH WIND 1 112 O.H. 24.8/ -302 2 31 3080 OR. W/ 12' S.L. 4 26.9/ -29.4 3 36 (2) 26 -SH 5 25.1/ -328 4 38 (2) 26 -SH 4 21.0/ -29.5 5 34 (2) 25 -SH 5 213/ -352 6 4S 6080 SJGD. 5 26.4/ -333 1 34 (2) 25 -SH 4 26.9/ -29.4 WIND DESIGN CRITERIA A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH 5. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE 5ASED ON THE Vult DESIGN WIND SPEED. FSCR, 6tH ED. (201-1) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. 3 1/2' N1' - 4'I MAX. D5L. TOP PLATE 0 2x4 WOOD FRAMED • 16' O.G. ®CABINET SECTION SCALE: 1/2"=1'-0" 7r— 0 02 ARCH DETAIL .r.10rl NOTE: PRIOR TO DRYWALL INSTALLATION ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL PSE SPRAYED AND TREATED W/ '50RATE' A TERMITE TREATED SPRAY /-30' OR 42 UPPERS W/GLASS INSERTS V O HUTCH V 03 ARCH DETAIL 21' BASE GAB. �4 ARCH DETAIL FIRST FLOOR PLAN ELEVATION M A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngroup.co m AA S. 0003325 2-1'-011 51 71 13'-111 ----------------- -- BOX BEAM TO---� � I bXb F.T. POST TO 81-41 I MATCH COLUMN I I I X BEAM TO AFF. (3-TYP) WIDT I MATCH COLLI o I WIDTH I I 101-011 10 301-011 � I ( @ 6) SII 9'-4- il'-8- 13'-�0" 41-1011 @ z I EXTENDED LANAI I I � I 21'-0'x10'-0' w I I 4 � 9' - 4' CLG, I I QA I ( HB. 6080 S.GD. (2) 25 -SH O C -I R`/T 5 DINETTE II I OII I 12'-4'x9'-0` A 1 9'-4' CLG. SII 00 o I I c0 t. 40 m ^ II I N 6'-11- V -011 -II CAB. CROWN I— MOULDING I FAMILY RM. 16'-0'x20'-0' LT. 9'-4' CLG. I II I I wH. 42' HIGH to z10 I (l r — �o RA i L ING O c!� - VENT MIUAVE Ll J TO EXTERIOR -11-4- v 51-011 4'-0" Iv 81-2" 21_111 II -1111 m I N I KITCHEN 1 -CAR I 9'-4' CLG. OF — r TANDEM GARAGE = 4x4 POST _ _ _ — REF. — F 9'-10'x19'-4' LBW. 0 N x4 POST LBW. I IC qT H R/T m I I 0- `., 8 I " 11-1011 41_QN 4.i - WTI c LU. stub DSL. PWDR• 1R -ISH 0 I I I N ,n STUD WC. — — — — I I U ® � cLCs. 4„aaa COND. i l l DINING 1� m -AS /LIVING ROOM _ 31 ” N 1COND� SL/ O" @ -' y� K GGJJ 11 IC/ ICS 0 DBL STUD�, x U J @ Ila m oe�r�a� 114 03 2—CAR GARAGE (2) 26 -SH @ MT. 2 si. I 5' -8" 1-011 6' -S" '—INTERLACE BLOCK ENTRY I `� w/ ADJACENT WALL r — LINE OF 2ND. FLR ABV. — AND FILA SOLID— — ——�Cl,C� HB. I�u�l N Q I 16'x16' CMU COLUMN :�. � Ol BASE w/ 12' CMU ABOVE _ 0 — _j 16'-0'x1'-0' O.H. (TYP.2)LIRE:= II II_41I m 1'-411 21_4- 21_.{N 51_IDq I�1_VII Q I6'-o"h 20'-0" 7K 7 40'-0' FIRST FLOOR PLAN ELEVATION M A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdesigngroup.co m AA S. 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT : R2065.035/00001 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA %0417 DA : 11/26/18 SC' :1/4"=1'-0" S EET 3 Or 8 o lr � V z � w 4 � QA A 00 t. 40 m SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT : R2065.035/00001 PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA %0417 DA : 11/26/18 SC' :1/4"=1'-0" S EET 3 Or 8 CS SECOND FLR WINDOW FAM AND CLADDNG WAD LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL • FOOTAGE DESOMTM ZONE 160 MPH WILD 1 30 (2) 3050 -SH EGRESS 5 213/ -29.8 2 15 3050 -SH 4 2816/ -31.1 . . EGRESS 3 12 3040 -SH (TEMP.) 5 29.1/ -3116 4 15 3050 -SH 4 28;6/ -31.1 EGRESS 5 15 3050 -SH EGRESS 4 2816/ -31.1 6 15 3050 -SH 4 2816/ -31.1 1 15 3050 -SH 5 2816/ -318 8 15 3050 -SH 5 2816/ -318 g 15 3050 -SH 4 2816/ -31.1 10 15 3050-81-1 5 2816/ -318 EGRESS 11 6 2030 -SH 4 29.1/ -3116 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT■+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. F5CR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 016 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. Is, Jm ----------LINE OF 19T.FLR BELOW-------------- I I 40'-0' 6'-10" A 5'-S" 5'-0" 2'-S" 10'-4" 12'-(o" 1 12'-0" 5'-2" I I O O O � 30405H l TEM .) _ IR -ISH _ _ 3050 -SH 3050 -SH c� r EGRESS 0 (L EGRESS 0 0. BATH �� I = m O 8'-0' —8-0 CLQ CLG. I W.I.C. OWNER'S SUITE e 4 -SH 0 18'-0' CLG. 19'-6'x15'-2' 213F.-6 N = 4x4 TRAY CLG. �9 � i_ N � POST I 1 10'-1" 1 5'-9" Cl 3'-8" -0" 1 0 `" 6'-S" N IR -ISH I I _ V. LAY, SHWR 4x4 r - I 0 1 I B � • � I � POST 10 , ►� , I � / = I W.I.C._ 42' HIGH = O �!? I 8'-0' CLG. — — — 8'-0' CLG. WALL W/ GLS. �; 2 ABV. I I� 0w I- _ _ BDRM. 2 IR -ISH TUB O LAY. 8'-0' CLG. TIC �� I 1.BA- TH#1 6 I �� LAic�, I I 4x4 POST 42' HIGH RAILING Eml LOFT 13'-8'x24'-6' _ 8'-0' GLCz N Ln O � 8 0 3050 -SH 1, 4'-6" 1, 3'-0" 3'-10" 1 1 L 1 11 (o 0j BDRM. 4 4n 12' -0'X11' -Z' 5'- 0' CLG. N 5 � 2030 -SH DBL STUD 11 10 3050 -SH EGRESS 201-011 191-4 " 40'-0" LINE OF 1ST. FLR. BELOW SECOND FLOOR PLAN BDRM. 3 13'-0'x12'-0' W-0' CLG. (2) 3050 -SH EGRESS s — 4x4 POST rA R C H I T E C TS Desig2Grou p1. LUNUWVuu, ru s;d fOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ��'I . . ATTIC I I L4ccEss7!4 4- 3'-0" 3'-10" 1 1 L 1 11 (o 0j BDRM. 4 4n 12' -0'X11' -Z' 5'- 0' CLG. N 5 � 2030 -SH DBL STUD 11 10 3050 -SH EGRESS 201-011 191-4 " 40'-0" LINE OF 1ST. FLR. BELOW SECOND FLOOR PLAN BDRM. 3 13'-0'x12'-0' W-0' CLG. (2) 3050 -SH EGRESS s — 4x4 POST rA R C H I T E C TS Desig2Grou p1. LUNUWVuu, ru s;d fOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \OODODOOOOJ FK DIV. & LOT: NSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT - R2065.05/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA DA 11/26/18 s 1/4"=1'-0" SHEET 4 OF C) 16'-V/4' 2ND. FLR 5RG. HT. 3/4' T4G SU5 FLOOR GLUED 4 NAILED 10'-83/4' 2ND. FIN. FLR. 9' - 4' 5RG. HT. PRE -ENG. FLR, TRUSSES SECURE 2x12 STRINGER TO SOLID NAILING UJ/ 12d NAILS TO 5E NAILED FROM 5ACKSIDE (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SU5 FLOOR MATERIAL RIPS FOR SOLID NAILING 0'-0' FIN. FLR. STAIR DATA: 17 RISERS @ 7.57" 16 TREADS ® 10.00" + 1" NOSE 42' HIGH 1/2 WALL NNI \ MAX \ GARAGE 3/4' KICK PLATE \ 36' CONT. HANDRAIL 42' HIGH 1/2 WALL hl (3) 2x12 S.Y.P. STRINGERS 2x4 REINFORCING 6 EA. 2x12 STRINGER SECURED W/ 12d 6'-6' O.G. �=� OPEN w U Z - w OPEN 0U `Q 4" MAX PER p1=5C 'h q 8312.3 w �X iQ I 10" \ MIN. \ \ 2x4 PLATE — STAIR SECTION: 9'-4° BRG. HT. 5CALE: 3/4"fl'-011 li \i A R C H I T E C TS 04GD rou�rnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www. a bdesigngroup.com AA #: 0003325 r � \000000000 SVBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL- ESTERO BAY (VERSION#02) PROJECT R2065.05/00001 PAGE: STAIR SECTION ARCHITECT: STATE OF FLORIDA �N al DA�A: 11/26/18 SC- :1/4"=1'-0" S.EET 40 1 or 8 SECURE STRAP TO GONG. W/ (2 ) 3/16 "x2" TAPCON5 3 1/2" Ti CONC. 5LAB 51MP5ON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) "Sx) 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL i Is 6 LL � N m U_ 13'-1" Q ZZO I0'-0" O � Z x�f, X > U@U I ��F w LL- � oW + �L] 3 1/2" THO CONC. SLAB = I� @ 5A �B� I TYP. ■ �0 2-1 011 5" ��--- -- + --- 24"x24"x12" CONC. PAD S 8 W/ (3) #5'S E.W. 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SLAB 5A �( d, fi 5A -'1 1/2" 5A 6 5A m 2'-4" 16'-0" 2'-4" 20'-8" �a a r"Imr. FOUNDATION PLAN NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS 19'-4" 0 9 514 F m o� m i I @ m 24"X24"x12" CONC. PAD W/ (3) 05'5 E.W. ON CHAIRS MIN, 3" COVER (3-TYP.) rA R C H I T E C TS Design Grou�rnc. LUNUVVVVU, hL 3L/OU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA o .'; " JA E CANTWELL 012079 r D: 11/26/18 ALE: 1/4)) =1' — 0" SHEET 5 OF TEXTURED CEMENTIOUS COATING (1) 05 REBAR VERTICALLY W/ GONG. PER (ASTM Cffi6) (TYP.) POURED CELL TEXTURED CEMENTIOUS, COATING (I) 5 REBAR VERTICALLY W/ PER (ASTM G926)(TYPJ R-13 INSULATION MIN. R-4.1 INSUL. MIN. CONIC. POURED CELL R-13 INSULATION MIN. R-4.1 INSULATION (U 5 REBAR VERTICALLY W/ CONIC. 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U/ 6'x6' .4 Q L U N v 0' > L UIELL-COMPACTED CLEAN i Z ry i q 8' CMU a z 1 0 (P -MIL UL ET YLE E VA ON TERMITE TREATED FILL a CURB HEIGHT VARIES U 4 6 -MIL POLY ETHYLENE VAPOR °•° CURB HEIGHT VARIES A CURB HEIGHT VARIES CURB HEIGHT z BARRIER ON WELL-COMPACTEDI A /11 0 O VARIES m 2'-0' (MIN. 8" GLEAN TERMITE TREATED FILL (2) 5 REBAR ON CHAIRS r N , a N SLAB) ° a (I) 5 REBAR ON CHAIRS O 4' 8' �4' W w a 3 I/2' CONC, REIN. W/ 6'x6' q U ) w z p a WI.4xWI.4 UALF OR FIBERMESH ON 8 f/ e w > 1-4. z > z w a a 0 6 -MIL POLY ETHYLENE VAPOR _ a z BARRIER ON WELL -COMPACTED Q ? > REBAR 48' LONG WV HOOK CLEAN TERMITE TREATED FILL zo ° 3 1/2' GONG., RE INF. W/ 6'x6• o ° a ° 3 1/2' CONIC., REIN. W/ 6'x6' > ° r ° • 24' OL, MR 24' N SLAB 1 -STORY FOOTING WI.4xUl.4 UJUF OR FIBERMESH = WI.4xWl.4 UAIF OR FIBERMESH p 3 1/2' CONC, REIN. W/ 6'x6' _ ° ° • ON 6 -MIL POLY ETHYLENE w ON 6 -MIL POLY ETHYLENE = WIAxW1.4 UALF OR FIBEF41ESH 4' CONG, RENFORCED W/ (U 5 REBAR ON CHAIRS 8 B AT FRONT PORCHES -u • ° • VAPOR BARRIER ON VAPOR BARRIER ON ° • ° ON 6 -MIL POLY ETHYLENE P15EMSSH AT A RATE OF .15 SCALE: 1/2'=1'-0' WELL -COMPACTED CLEAN ibe. PER CUBIC YARD ON WELL -COMPACTED GLEAN _ a VAPOR BARRIER ON z 4' 8' 4" TERMITE TREATED FILL ? W w TERMITE TREATED FILL WELL COMPACTED GLEAN z W W > 4' 6' 6 ° 4' _ b -MIL POLY ETHYLENE VAPOR > > O z w TERMITE TREATED FILL BARRIER --�-� w > 4' 6' 6' 4' O 6' 6' 6' 6' I 4' l2) 5 REBAR O U I'-8' (3) 5 REBAR ON CHAIRS F O> O ^ u OPT. SCREEN SECURE BT. PLATE TO ENCLOSURE SECURE STUDS m WELL -COMPACTED GLEAN FILL ON CHAIRS m U I'-8' C3J 5 REBAR ON CHAIRS 2'-0' (BORA_CARE) i BLK W/ J'x9' ,ANCHOR (3) 5 REBAR GARAGE DOOR FOOTING SCREEN ENCLOSURE TO BTM. PLATE BOLT W/ 2' WASHER SET IN 2 -STORY FOOTING 2 -STORY FOOTING AT ON CHAIRS 2 -STORY FOOTING ATTACHMENT R PER W/ a 32'SON SP -4 SIMPSOEPDXY HIGH STRENGTH 1 -STORY FOOTINGSCALE: 1n'.1'-0' EPDXY b' EMBED. MIN. • MANUFACTURERS • 32' O.C. MAX AT GARAGE_ AGE BLK. WALL r AT GARAGE SPECS. 32' OC MAX. AT GARAGE 6 A SCALE: 1/2'.1'-0' @_qAR SCALE: 1/2'=I' V SCALE: I/2'=I' -0' FIN. FLR 6 SCALE:I/2'=i' a 3-1/2' CONIC, REIN. W/ • ° 6'x6' WIAxWIA WWF OR SECURE BT. PLATE TO i ��� �� �` �� u' FIBERMESH ON 6 -MIL SLAB W/ }'x9' ANCHOR %<`' z w BARRIER ONPOLY VAPOR SECURE BT. PLATE TO BOLT U/ 2' WASHER SET IN ��, BLK W/ !IJ 10d MASONRY SIMPSON HIGH STRENGTH PAVERS 6" >O 4' 8' 4" WELL -COMPACTED CLEAN NAILS w 32' O.G. (MAX) EPDXY b' EMBED. MIN w z 32' OG MAX. 15 CONT. -0' U -4" 51TREBAR ON CHAIRS POURED LINTEL CONT. (TYP.) _ 8' CMU FILLED CELL (TYP-) (1) 5 REBAR SET IN SIMPSON HIGH _- ao';• Z STRENGTH EPDXY 6' EMBED. MIN. TRENCH �OOTING 1 -STORY FOOTING 9 a ° 2X WALL FRAMING 8 A - °• � ° ° a ., � AT L. B.W. W UPLIFT) 3 I/2' CONC, REIN. W/ - • • (3h'X8' ANCHOR BOLTS or (3.VX8' SCALE: I/2'•I'-0' 6'x6' WI.4xUl.4 WWF OR 3 1/2' GONG, REIN. W/ WASHEJ-BOLR S MIN. 6' EMBEDMENT W/ LY FROM ° z W FIBERMESH ON 6 -MIL 6'x6' WIAxUJIA WWF OR WASHER AND NUT SPACED EVENLY FROM ° w w FLOOR TO BOND BEAM. SET IN JOINTS i > POLY ETHYLENE VAPOR > F15ERMESH ON 6 -MIL PRIOR TO FILLING. (SLEEVED ANCHOR IN 3 1/2' CONC, RE INF. W/ 6'x6' O BARRIER ON 0 POLY ETHYLENE VAPOR BARRIER ON SOLID POUR ACCEPTABLE RETROFIT) W1.4xW1.4 WWF OR FIBERMESH ON 0'-0' FIN. FLR U 4' 8' 4' WELL -COMPACTED CLEAN U 4' P-0' 4' ° _4 TERMITE TREATED FILL WELL -COMPACTED CLEAN ° • • 6 -MIL POLY ETHYLENE VAPOR (2) 5 REBAR ON CHAIRS I'-8' TERMITE TREATED FILL CLEAN BARRIER ON WELL TREATED FILL D (3) 5 REBAR ON CHAIRS 1 -STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR GROUTED BOND BEAM � VARIES PER ELEV. AT L.B.W. W NO -UPLIFT AT L.B. W. BLOCK WALL CONNECTION OMITTED DOWELS ° TIE VERTICAL REBAR Q (� A TO HORIZATIONAL b' --,,TIE VERTICAL cJ SCALE: 1/1'=1'-0' tl B BGALE: i/2'=i'-0' 1 SCALE: I/2'•I'-0' SCALE: 1/2'=I'-0' T O REBAR W/ 10' HOOK ` TO HORIZATIONAL BAR U 6' PVC CHASE THRU FOOTING GROUTED BOND BEAM ° REBAR W/ 10' HOOK 8' VARIES 8' 1 -STORY VARIES PER ELEV. VARIES PER ELEV. CAULK AND SEAL (2) 5 REBAR ON CHAIRS 3 3 e ---- ° ° _ GROUTED BOND BEAM 2 -STORY ° ` (3) 5 REBAR ON CHAIRS I � _ G N _ - - TTIF (2) 5 REBAR • 1 -STORY C3) 5 REBAR • 2 -STORY Q 4 - - ° GAS LINE ° a OUTSIDE REBAR TO BE (I) 5 REBAR VERTICALLY W/ CONIC. — — �/i ° CONTINUOUS POURED CELL ° a° ° 1 1j' PVC SLEEVE FOR GAS LINE R-4.1 INSUL. MIN. ° a 8' CMU 8' CMU a° I/2' GYP. WL. BD. ° ° ° ° U I/1' DRYWALL z q w 3 I/2' CONIC, REIN. W/ 6'x6' ��✓ 'CONT. m ? > WOOD BASE �0 2'-1' MIN. LAP U Z QpQ UTAxWIA UIUF OR FIBERMESH ON SHOWER RECESS FOOTER i (Y 6 -MIL POLY ETHYLENE VAPOR CLEANOUT REQUIRED d ' CLEANOUT REQUIRED 1 O WOOD BASE REBAR LAP AT FOOTING BARRIER ON WELL -COMPACTED Q ° FOR INSPECTION SCALE: i'=i'-0' D io - _- - - q - J) O CLEAN TERMITE TREATED FILL q r SCALE: V2'•1'L' z - FOR INSPECTION z i 1' RECESS FOR SG.D. TRACK v a /J L y 6' PVC CHASE THRU FOOTING I I FINISH FLOOR � ° ° 0'-0' FIN. FLR ° ° 0'-0' FIN. FLR w ! au • a ° ° TIE VERTICAL REBAR �' ° TIE VERTICAL REBAR a (1) 5 VERT. DOWEL L ° ° TO HORIZATIONAL ° ° ° TO HORIZATIONAL q a a LAPPED W/ BOND BEAM _ ik w REBAR W/ 10' HOOK a ° REBAR U/ 10' HOOK > ° ORY (1) 5 REBAR AT CORNERS > (2) 5 REBAR ON CHAIRS / / ° W/ 25' LAP MIN. n O 4' 18" 4" Jz 1z 2 -STORY (3) 5 REBAR ON CHAIRS > > HORIZONTAL/ VERTICAL TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT REINFORCING � BEAR ANG `CHANGE SLAB AT S.G.D. GAS LINE THRU BLOCK W BLOCK WALL E SCALE: I/2'=I'-�' 11 BCALE: I'=I'-0' SCALE: I'.1' C AT LINTEL =ICORNERS D SCALE: I/2'•I' A R C H I T E C TS Design roup Inc G. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA ; Q'M AR KO 12079 D : 11/26/18 S ALE:1/a"=1'-0" ■ ■ NJ ■ ■ _ ■ `" la' -0° ■ ■ 24' -lm" _ - r- - �4 m �r c0 — ■ @ r ■ - ■ N N , Q @ N , ■ @ ifl m , f ■ - N @ , N , N m @ ■ ■ ■ ■ 9'-2" 0 m ■ ■ ■ ■ ■ ■ la' -.4 _o, la' -a° 19'-4° DOWEL PLAN. A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA JAM CANTWELL NO 12079 DAT ;11/26/18 SCALE: 1/4"=1'-0" SHEET 5 O F CJ _ _ - _ ------ - I i ! ,I EXTENDED LANAI S'- 4' CLG. II (om80 S -(x202 \1� LINTEL PLAN GENERAL NOTES: CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R402. 8 4 606 L2. FLORIDA CODE RESIDENTIAL, 6TH EDITION (2017)5ECTION5 1901.2 4 2107, 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CACI 318-08). 1.4. AMERICAN SOCIETY OF CIVIL EN5lNEER5 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2 CONCRETE: 2.1. CONCRETE COMPRESSIVE 5TRENGT4-1 AT 28 DAYS: 2.1.1. PRE -CAST W!51`41Z)4RD REINFORCEMEN--4000 Psi lJi!F'RESTRE55 REINFORCEMENT -6000 PSI 2.1.3, GROUT PER ASTM (476 - 3000 P5°'. W/ MAX. 3/8" AGGREGATE, 8" TO II" SLUMP_ 2.2. REINFORCING= BARS: 2.21. STEEL P�4CED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM .4615 (GRADE 60) 222. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM 4615 (GRADE 40). 2.3. PRE -STRESSED STRANDS ASTM 4416 7 -WIRE, STRESS RELIEVED 210 K51 24, DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 25. CONCRETING OPERATIONS SHALL COMPLY- WITH 4C1 STANDARDS. 3, MASONRY: 31 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY 455OC14-ON AND AC: 530-08. 32 N;I'-I� 1"1 M 45ONRY 'T STRENG?H: FT' 1500 F'S'_. 33. " RAR SHALL BE TYPE S. 4. 5TRUCTU1RAL 4.1. SAFE LOAD /R UES ARE BASED ON LINTELS HAVING A BEARING OF 8" (LUITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL (TH EDITION (2011), SECTION R606.!4 OR FLORIDA BUILDING r -=F= R2F=sIr-ENTIAL. ETH EDITION (2014). SECTION 2104.1.5 EXTERIOR MASONRY WALL 5RCx. HEIGHTS 1111111 cJ'-4' SRC. LOAD 5R6;. WALL POUR SOLID W1 (2) S VERT. RE5AR (2 -TYP.) TABLE No. 11 SAFEWORKING LATERAL LOADS (PLFI 8" x 8" LINTELS LINTELI SAFE LATERAL LOADS �! (PLF) iotai LerathType LOADS 8'x8' PLAN 1! 8'x8' SOLID 2'-10' Precast '998 II 3%4 1-6 Precast !168 2318 4'-0' 4'-b' Precast Frecast 844 �i 638 i1 1614 126(I 4-8' Recast 586 - - 1163 5'-4' Precast 666 1355 5-0, ISI Precast 543 1105 6-4' Pecast 634 SII 1364 L-5 Recast 612 1288 1184_ Recast 518 1211 1'-6' Precast 446 938 L-8 Precast ill 425 _ PRECAST (2) '4 l2 2 55 9'-4' 10'-6' 12-0' Pecast Precast i�Pr-ecast Precast Recast 1' 387 354 211 192 j! 198 SII 164 ISI _-894 814 . 745 583 453 �� _620 549 11 12 E' I� L1 Recast 143 504 ' 3 -a' Ij Precast116 1 - 404 l4'-0' Precast 99 391 14-8" Pest -sed I N.A. 341 15' d Prestr sled 11, NA. 302 „ •. IS ! Pesv�l Pestressed NA. �I NA. 176'x,, 20'-0' I Restressed NA. 159 21'-4' Prestressed N.A. 131 4' 24-0' Pestressed Pestressed 14. 14A ij 93 NR - Not Recommended LINTEL SAFE LA'ER4L (PLF) LOADS Total Length j B' DOOR Type HEADER PLAIN 8' COOR HEADER SCL!D 11'-4' 8/36-S-CI)U/ll� PRESTRESSED 4'-O' I, 4'-2' ( 4'-4' Precast 950 �I Precast ', 861 Precast ii 185 ~�� 1677 1 152! 1386 RECE55 Recast 659 --... 1165 8/16-S-Clx1/(1)L Recast 650 j II11 8-B P.ecast 504 Precast 4 Recast 356 1, %4 I 76-. 664 L -2C Recast 286 535 '\ft7!ND LOTT' S pel' CONCRETE P.O. BOX 111255 WINTER GARDEN, FL 34111 PH. (401) 656 2112 LINTEL NO. LENGTH TYPE: 9'-4" 5RCx. HT. COMMENTS L -I 11'-4' 8/36-S-CI)U/ll� PRESTRESSED L-2 5'-10' a/14-5-(0J/(0A_ RECE55 L -2A 1'-6' 8/16-S-Clx1/(1)L 1881 L-25 12'-0' 8/16-5-(I)u/(1)L 1423 L -2C 6'-4' 8/16-S-C1JU/C0� PRECAST (2) -4 (2) -2 140 L-3 1'-6' 8/16-S-Clxl/C1)L _ 1405 L-4 1'-6' 8/16-S-CI)U/C1)L 1232 L-5 1'-6' 8/16-5-(I ulML _ PRECAST (2) -4 (2)2682 1184_ ➢84 8/16-6-(I)u1(1)L 1295 1-6' 6'-2' PRECAST (2) -4 (2)'2-� 510 9911 991 L-8 V-4' 8/16-S-CIXd/(1)L _ PRECAST (2) '4 l2 2 55 (1) #5 CONTINUOUS 3 6' 8"X16" KNOCKOUT BLOCK =� .. 3000 PSI GROUT (PLACED IN FIELD) !4: t -w TOP BARS: .t SEE SCHEDULE IIB • •.• I (1) #5 CONTINUOUS 7 32" STIRRUPS AT 4'-0" cc m (TIED OR WELDED) 60 BOTTOM BAR SEE SCHEDULE (PRECAST) iz. X52 8/16-88S-(1) #5/(1) #5 PRECAST a Am r •; r cn •: W N ,8. 78" �8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL r- PLAIN OR SOLID LINTEL [8/16-P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3a„ (1) #5 CONTINUOUS 316 8"X16" KNOCKOUT BLOCK -"r �A 3000 PSI GROUT (PLACED IN FIELD) - !4: TOP BARS: g SEE SCHEDULE I • •' 15. (1) #5 CONTINUOUS -7/32' STIRRUPS AT 4'-0" cc uiKo _� (TIED OR WELDED) r LN 1- 11 -All (2) STRANDS 7/16"-- 1" 7 WIRE STRESS RELIEVED MIN. 270ksi PRESTRESSED CABLE �5. 8/5816-S-(1) #5/(1) #5 PRESTRESSED TABLE Not �ALE ". F,"- JJA S "P t I' MELS LINTER LINTEL TYPE L;NTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UP LENGTI, SPAN GRAY TY GAFACITY CAPACITY CAPACITY CAPACITY' BOTTOM BAR TOP BAR CAPACIT (I,15L (056 (IML (I)SU (0-51- (1N5U (IY5L (2)'5U PRECAST (2) -2 (2)2 424246- 1809 1809 1 8529 10000 PRECAST '_ (2) 2 (2) 4 21 415 ' 3831 383 4815 4815 4 0' 2'-8' PRECAST !2) 2 _ l2) 4 1183 211' 211. 1 3386 3386 -��.... 6 3 -2' PRECAST 2) 2 (2 2 1343 2165 2 65 2608 1. 608 4 8 3'-4' PRECAST (2 1232 I 121 2 2011 274..1 IT .421 5-4 4-0 PRECAST (2)3 (21 -2 1 006 165-I 'l 1810 1881 5'-10' 4'-&' _ PRECAST (2) 3 (2) 2 860 1423_ 1423 1410 1609 ' 5'-O'-_ PRECAST (2) -4 (2) -2 140 1,p-0' 10'-8' PRECAST 1283 - - -- 12'-6' II' -2' _ PRECAST (2)5 (2) 'j 2141 2141 1022 2099 -1------ --- ---- _ 1405 (2) 5 _(2) 3 1926 1926 _ 681 1821 (2)5 (2) -3 IIIB Ill6 l8T _ _ _ PRECAST (2) 14 (2) "1 110 _1283 1232 1232 _1216 _ 1145 1348 6'-8' 5'-4' _ PRECAST (2) -4 (2)2682 1184_ ➢84 1081 1295 1-6' 6'-2' PRECAST (2) -4 (2)'2-� 510 9911 991 825 1082 - 4' .__ 8-.T _ PRECAST (2) '4 l2 2 55 _95e_ 959 184 1041 10000 PREC45T a I 2 o-8 '- r_ 90 A. +__. 112 984 I 1 PRE„A5T ) 4 !- t 4fl '•. _ '. • .,8 85 _ - B 648 92 4 _ 8'-0' 1 PRECAST (2) 4 (2 2 6 126 '26 499 190 10C, 9 2' PRECAST <2) 4 (214 354 618 1 618 380 _ 673 11 4 IO -0' _ PRECAST (2)5 (2)-3 315 567T PRECAST 311 601 ,. 0 10 ° '-8' PRECAST (2) 5 (2i -3 292 _525211 1863 1863 10000 561 J'-2' PRECAST (2) 5 l2 3 271 498 1320 25512_3'-4' 1119 12'-0' PRECAST (2) 5 (2) 3 255 458214 PRECAST_- � 442 14 0 '2'-8' PRECAS '25(2) 3 430190 I5% 4'-8 395 »'-8 3-4' ! PRESTRESSED (2: -4 C2, 2 NR a18 +_ 418 230 _ 446 14'-0' _,. PRESTRESSED ' % 4 - (2 2 NR 319 319 210 401 1 Il -4 I6'-0' rPRE51RE55ED - 19' 4' I8'-0' ;PRESTRESSED 1 l2: 4�L 1, NR 2i 5 12) 3_ 1 NR 286 ' 224 :88 224 163 131 317 254 _ 20'-0' I8'-8' !PRESTRESSED (2) 5 (2) 3 N.R. _ 201 - 201 122__y__ 231 21'-4' 2ID'-0' FRESTRE55ED (2i 5 !1) 3 NR. l 8 Ill 101 208 22'-0' 20'-8' PRESTRESSED (2; 5 -� (2) 3 N.R. _117-- I- 100 195 24'-0' 22'-8' FRESTRE55ED (2,' S l2) -3-� N.R. _164 132 32 ---84 163 N.R- NOT RECO"1MENDED SABLE No_,_, REINFORCING SCHEDOLE & LOAD CAPACITIES SAIF ACRK oAc ;PLF, 8 X 16" COMPOS -E L,N7ELS r LINTEL CLEAR LINTEL TrpE LINTEL STEEL GR ,I ✓:TY GRAVITY UPLIFT I UPLIFT LENGTH SPAN -r-�-1 CAPACITY CAPACITY CAPAGIIY CAPACITY BO.TOM BAR OP BAR (p75L lli'5U (175L N"5U (1)'5L (I 511 i(IF5L C2Y5U 12'-0' , 10'-8' FAY TART REINFOR NGS u E & J C 'TIES SAFE W R<�'� 0 'F 8' X 20" COMPOSITE _!XTEIS "- --- r-- LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENG'+I SPANBOTTOM TOP CAPACITY CAPACITY CAPACITY CAPACITY _ - BAR BAR (05L (153 _ (15L (1)'50 (I 5L (15U 0)5L (2)53 _ , (2) 2 C2) 2 �0 0P00 -3 6 2' PRECAST -�-- , - `^ - 1646 10000 10000 10000--.{- 4 0 T 8' PRECAST 5503 10000 10000 10000 -� - -+ 4 6 3'-Y PRECAST 2 _ 4142 COLO 8541 !0007 4 8 3'-4 PRECAST 12'-2 ( 2 '98 ! 10000 ~ 1838 10000 5 -4 4'-0' FREC45T 1 (21-2 6239 100 5138 10000 6�6 5'-2' PRECAST 0' PREC45T 7)3 (i)^ 5016 rt_ 8109 4661-- -9244 ) 6 4 5'-m' -PRECAST (2-4 (2)^ �1 6152 6152 3661 1142 (2) -4 _ (2) 4 6250 6250 _ _3645 6595 1 6'-8' 5'-4' _PRECAST (2)-4 (2) -2 _5816_ 5816 3441 6124 6 6 -2' PRECAST 2) -4 2) "2 4312 _- 4312 2636 _ 4509 7'-V 6-4' PRECAST 4 -2)2 4099_ 4099 2508 4282 8 0 6-8' PRECAST ?, �4 3730 - 3130 2218 3889 PRECAST i•4 3420 3420 _ 1 20'8 3561 9 4 8'-0 PRECAST . -4 �_ .. 4 2-34 4 6'0 _ 2838 10'-6' 9'-2' FREC45T ) -4 (2' ^ 211 213 1233 2289 11'-4' 10'-0' PRECAST (2) 5 _ (2) 3 1954 ,954 103, 2009 12-0' 10'-8' PRECAST (25 1 (2)3 ITS 1'19 910 1828 _ -._ - _ - Id -6' II' -2' PRECAST (D 5 _ r- (2) 3 Ibbl 1661 828 1101 13'-4' 12'-0' PRECAST 1275 (2)3 1501 _ 1501 113-- -- 1474 14'-0' PREC46T (2) 5 _ _ (2J 3 _ 1399 1399 636 1323 14'-8' 13'-4' PRESTRESSED (2)-4 _ l2)R 1893 1893 587 __1131 PRESTRESSED (2) -4 (L 2 1'24 1124 536 1058 11 4 6 -0' PRESTRESSED (2) -4 '7) 2 1330_ 1330 ar 82q 9�4 - .8-(D �PRE5TRE55EC' :L5 :J3 .053_053 334 659 20 0 15-5, PRE51RE55EC 2) 5 2 3 9'9- 7� 3P 615 20'-0'-RESTRE55ED (2) 5 i2) 85? 852 F3 540 TAB-' No 4 --- RENFORCNG ,CHEEJL & LOAD CAPACTIES SAE WORT iNG LOADS (PLF) 8 X 24 COMPOSITE LINTELS_ LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN --- CAPACITY CAPACITY CAPACITY G4PAC'iY I BOTTOM BAR TOP BAR (O.rL (15U (15L (1)05U ; )5L (I 05U (1)SL (2)SU 2 - 10' 6' I PRECAST -� (2) 12 (2) 12 CO0010000 10000_ 10000 + I _ _ 3'-6' PRECAST _ :12 :'2) R 9361 10000 'COLO 100470 1 7-- 4'-0' 2' 8' PREGAbT t) 2 (21 2 6'39 _ 1000p 10P.00 100067 --L 1 4 -6' 3 2' PRECAST 2 )'2 'D 4 5014 r 10000 10000 - - �4 8' �3 4' PRECAST -'27-2 I 212 4653 10000 %29-} _10000 5 -4' 4'-0' PRECAST 5-10' PRECAST (D 3 (2) 4 7658 10000 1051 !0000 1213 (2),7_._ 6231 !0000 536_ 6-4 5'-0° PRECAST - __.10r'fl0 (2) (2)'R 9107 10000 4154 9450 _ 6 6 5'-2' PRECAST _ (2)'4 (2) R 8589_ 10000 4461 8913 - --4-6' _ 6'-B' 5'-4' PRECAST (2)-4 (2) o2 8114 9481 42311 8420 l-6' 6 -2' PREC45T _ _ (2) -4 (2) R 6235 6416 3242 6411 _ 11-51 6-4- FRECA5T _ ! i-4 (2)2 5938 6024 3065 8 0' 6' 8' PRECAST _6163 ,` -4 (21'2 5361 5361 2803__ 5593 8.4' - 0' PRECAST If (2)14 (2: -2 4831 4831 2557 1 5 30 0 9'-4' 8 -0' PRECAST ,,2, ^ _- _ (21 -4 3'26 3126 1982 '0 -6' '3'-2- PRECAST _ _3858 '2)'4 (21 2 2931 2931 1520 3025 .1'-4' 10 -0' PRECAST (2) -5 (2) 3 2553 2553 1219 2604 1,p-0' 10'-8' PRECAST _ 12:5 (2)3 2305 2305 1123 2291 - - -- 12'-6' II' -2' _ PRECAST (2)5 (2) 'j 2141 2141 1022 2099 -1------ --- ---- 13'-4' __ _ 12'-0' PRECAST 14'-0' 12'-8' PRECAST (2) 5 _(2) 3 1926 1926 _ 681 1821 (2)5 (2) -3 IIIB Ill6 l8T 14'-8' 13'-4' PRESTRESSED _ _ _1635 (2) -4 (2) 2 2345 2345 653 1283 _ 15'-4' 14 -0' PRE5TRE_65ED (7J •4 (2. 2 2'36 2136 1 5% 1179 IT 4' 16 '-0' PRESTRESSED _ So 46 2)-4 (2, e 650 Ib4 918 ! 1, ° -4' 8' 0' PRESTRE55EC _ 2) 5 -2-- 310 1310 311 -t 735 1 2ch_0' IS 8 PRESTZESSED 1 _ _ (2) 5 (2) 3 219 1219 347 1 686 _ PRE6TRE55ED 2)5 _ 2)'3 191 1°l 25' 507 t4 __ 5C7 F 22'-0' 22'-8" PRE5TRE55ED '2 5 (2) 3 659 659 45 425 21 1 20' 21-4' 4' -0' PRESTRESSED ! 4) 5 (2) 3 1062 1062 304 601 22 -0' 20'-8' PRESTRESSED _ (2) 5 (2) 3 994 994 285 565 GRAVITY 24'-0' 1 22 -8' PRE57RE55ED L (2) 5 (2) 3 824 824 239 1413 TABLE Nos - - _- RE NFORCING SC�EDULE & LOAD r,Al'ACITIES SAFE W?P(NC 1 `ADS 'LF) c ? 28 C:M S,.. E K% -ELS VNTEL G! EAR LN'EL TYPE INTEL 57E. GRA✓ -- GRAVITY 'UPLIFT UFLIFT 1 .ENGTq SPAN CAP4Ci-Y CAPACITY CAPACITY C'PACITY 1 BOTTOM BAR TOP BAR (05L 57) (Il'5L (15U (175L (I)5U ( 5L (253 1 4' B' 1 3'-4' PRECA51 ' '2) 2 ) 4 1 55C 10000 10000 '0000 5 4PRECAST C 10000 8365 10000 10'4'- R CA51 (2) 3 r' _ E� 10000 68_0.6 10000 _ 6 4 5-0' 1 PRECAST (2) -4 "2i 4 ICCOO 5_641 -_j 10ow 61-61 ! 5'-2' PRECAST (2)'4 '2J 4 COLO !0000 5318 _ 10000 6 -8' 5'-4 PRECA5T (D 14 '2J 4 9638 10000 5021 ! 10000 - - - l6' 6'-2 _PRECAST (2).4 !2)2 7408 9%l _ 3848 1693 l V 6-4 _ PRECAST (2) 4 (2)-2 _ _1054 9168 3662 7326 8 0 6'-8 PRECAST V 4 _ (2) 2 6419 _ _ _ 1891 3328 _ _ 6661 1'-4' 11". PRECAST (2) 4 (2)2 _5864 6933 3031 6091 9 4' 8-0 PRECAST _ 2) 4 _ 2.2 45E 5066 ?355 4'45 _ 10 6 9-. PREC45. ) -4 2 I :526 3844 1801 3663 R 4 10'-0' PRECAST 2; 5 �- 3290 3290 521 3098 2 -0' IQ BB PRECAST 12) 5- 7938 1 2938 336 2133 1 12'-6' 11 -21 PRECAST (2J 15 t ; 2) 3 2'18 ! 2118 1211 2499 13'-4' 12'-0' PREC45T (T, 5 (2) 3 _ 2416 241(, 1049 j 2168 - '4'-0' 12'-6' PRECAST (2) 5 _ (2) 3 7?I6 2216 937 I 1941 W-8' 13 -4' PRESTRESSED 2) 4 (y 2 2811 2811 r 126 1437 _-.-._. _ __. _._ 22_22_ 4 14- T 1) 1 __663 5 0 PRES RE55ED 2 4 (2)2 266 2616 37 1 Il 4 ! 6'-0' PRESTRESSED (2; 4 _ (2)2 _ 2023-_ _ 2023 516-__ 1022 X19 4 18'-0'_ PRESTRE55ED ,2)5 (2) -3 -1601 - 1607 4'3 818 20-0' !8 -8' PRESTRESSED 12 3 496 14% 385 163 2'.4' p'-0 'I PRESTRESSED -5 (2).3 x(05 305 338 669 yl J PRE5TRE55ED"7 5 ) 3 311 24 0' 7T-8' PRESTRESSED) 5 '?) 3 10 l.Oi4 266 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTE_ r CLEAR _NTEL TYPE LINTEL STEEL P AN 1 GR4v'TY GRAvITY UPLIFT i UPLIFT LENGTH SPAN GR4'✓IiY S/.PAC!Tr j CAPACITY C4PACIT I CAPACI"" BOttOM BAR TOP BAR CAPACITY 105L (1 % 111d (!)'5L (15U I 'I 51_ (?57) 458 PRECAST 494 3p"- 40 '-0' 2'-8' • •+: (2)2 9213 dWA 10000 10000 r _(2_)z TABLE No. 9 '0000 rn� 10000 1 REINFORCING SCHEDULE & LOAD CAPACITIES 10000 10000 � !4 11X0 d)KQ - r 'e) 3 (2) 2 SAFE WORKING LOADS (Pt, F', %19 10000 5 -10' 4'-6' i PRECAST 1 (2) -3 '2) 4 811 X 6" RECESS DOOR HEADER 816 10000 S'-0' LICE- ! (LEA PE LINTEL S?EEL UNFILLED GRAVITY GRAViT`I UPLIFT I UPLIFT LENGTH SPAN (2) 4 10000 ---1 GRAVITY 11 C4r4c Y GAPAGLY 1 C4PAC 71 1 CAPACITY 1 .(2)-2 _ (2 -1 10000 8581 507700' BAR TOP BAR CAPAC'? (15L 10151: 1' )'5L 57) (!5L U'SL 12153 3'-8 811210000 PRECAST C)2 12:2 1360 1ba_ 1651 2234__ 2234 4 _0' 2-8' PRECAST (U 4 2 (21 1311425 PRECAST 1425 1863 1863 10000 2'-!0' PRECAST (2)2 (2)2 1042 1320 1320 1119 1119 - 4'-4' --3 0" PRECAST_- -- (212 (2)2 %3 1230 1230 15%_�_ I5% 4'-8 -4' P�CAST, (2) 2 (2)'2 806 V081 108i 13% 1396 5 B 4'4' PRECAST - (2)3 (2) -2 598 --- _ 846 846 _ 1003 1011 6 8 5'-4' PRECAST (2)-4 (2)2 1 458 693 693 688 790 l 8 6'-4" PRECAST (2)-4 (22 315 568 568 499 _ 641 a' -a' 17' 4� PREC�AS>� (L•4 12)2 316 480 480 315--- 546 683 532 8-4' 1 PRECAST -� 12)-4 (2)-2 _ . 3 415 415 291 1 472 3p"- 311 �r. a 820 -S(1)#5/(1)#5 -S(1) #5/(1 #5 X24-S�#5/(1 #5 TABLE No. 6 RENFCRCINI. SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS LF) JN7EL 1 CLEAR LINTEL TYPE LINTEL STEEL GRAV TY GRAVITY J UPLIFT ' UPLIFT LENGT.1 SPAN CAPACITY CAPACITY CAPACITYCAPACITY BOTTOM BAR I TOP BAR I(O,5L (15U (I 5L 117511 j(175L (153 115L 1253 2_10' I'-6' PRECAST (2) 2 (2) 2 100�'m, _ 10000 10000 10000 3'-6'�-2'-2' PRECAST (2)"2 (2)R 10000 10000 10000 40 '-0' 2'-8' • •+: (2)2 9213 dWA 10000 10000 r _(2_)z 6940 '0000 rn� 10000 1 4 10000 10000 � !4 11X0 d)KQ - r 'e) 3 (2) 2 '.0000 10000 %19 10000 5 -10' 4'-6' i PRECAST 1 (2) -3 '2) 4 311 �r. a 820 -S(1)#5/(1)#5 -S(1) #5/(1 #5 X24-S�#5/(1 #5 TABLE No. 6 RENFCRCINI. SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS LF) JN7EL 1 CLEAR LINTEL TYPE LINTEL STEEL GRAV TY GRAVITY J UPLIFT ' UPLIFT LENGT.1 SPAN CAPACITY CAPACITY CAPACITYCAPACITY BOTTOM BAR I TOP BAR I(O,5L (15U (I 5L 117511 j(175L (153 115L 1253 2_10' I'-6' PRECAST (2) 2 (2) 2 100�'m, _ 10000 10000 10000 3'-6'�-2'-2' PRECAST (2)"2 (2)R 10000 10000 10000 40 '-0' 2'-8' PRECAST (2)2 9213 _10000 10-60-- 10000 10000 _(2_)z 6940 '0000 10000 10000 1 0 10000 10000 5'-4 1 4'-0' PRECAST 'e) 3 (2) 2 '.0000 10000 %19 10000 5 -10' 4'-6' i PRECAST 1 (2) -3 '2) 4 _ 10o00 816 10000 S'-0' _ PRECAST (21-4 2)'t _8543 10000100 m _ 6529 om S'-2' 1 PREC45T i (2 -4 (2) 4 10000 10000 6155 10000 F,'-4' 1-6 6'-2' PRECAST PRECAST 1 (2) -4 (2) -4 .(2)-2 _ (2 -1 10000 8581 10000 0001 000 0 5811 4455 10000 8916 11.1.6'-4' PRECAST (2) -4 (2) 4 811210000 _ 4240 1 8491 8-0. 6 -8' PRECAST _ ((2-4 (21 2 1436 - - _ 10000 3853 1121 al -47- 1 0' PRECAST _ _ C2)14 2 6'94 10000 _ 3516 1060 9 -a 8 -0' PRECAST (2 -4 O 2 5293 _ 6983 2721 550'. 1- --9 -2' PRECAST 2 4086 5043 1 2094 4248 I1_ 0 0' PRECAST 2,) 5 2)-3 _ 422. _ 4 2' '1(,3 3593 12'-6 I'-7' PRECAST (2)5 Cl) 3 C2)3 1 319 3412 37i- 3412 1549 1411 3170 !3 -4' 12'-0' I __ PRECAST l2) 5 l2) 3 __ 2998__ 2998 1218 __2899 2516 -� 14'-0' 12'-8'._I _PRECAST (2)5_ (2)3 _ 2131 _ 2731 1086 ! 2260 14'-8' 13'-4' T_ PRE5TRE5SED (2) -4 (2) 2 3231 3231 14_9 1484 15'_4' -W-01 PRESTREE55ED ll' -4' I6 0' PRESTRESSED _ (2) -4 (2) 14 _ (2) 2 (2) 12 _ _ 2945 2280 _ 2945 2280_ 683 532 1355 1055 l 19_4' a!_01 PRESTRESSED__ (2) 5 (21 01 1813 1813 426 844 I8 8' PRESTRESSED _ (2) -5 _ 2J 3 1688_ 1688 391 188 21-4 20 0' PRESTRESSED - 2) 5 .-4 _ (2) 3 14'- _ 1413 _ 348 b91 22-0 20' 8' _ T PRESTRESSED 'i) 5 (') 3 1380 -flat 1380 31, 649 -0 22-a' PRE5TRE55ED 1 2215 (279 1141 214 544 TABLE No. R REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X ?4" COMPOSITE LINTELS I LINTEL GEAR :LENGTH SPAN LINTEL TYPE LINTEL STEEL BOT. 84R 'OP BAR GRAY r CAP4C. 1!'05L �'75U GRAVITY 1 G4 - T (15L , 5J UL P, CAPACITY ;!5 15U UPLIFT CAPACITY 1('*5L (2)Su 17 a Y-6' PRECAST (272 %Z)2 8115 10000 1 0000 j 10000 31-61 1 2'-2' PRECAST (2) 2 _ ! J 4 5014 10000 10000 10000 4' FREC45T (2)2 (22 3651 10000 7440 10000 4'-6' 3'-2' PRECAS? !Z) 4 2) -2 2141 1021 5612 8228 4'-8' 3'-4' - PRECAST (2) 2 (2) 2 - 2519 -6231 5150 1216 5'-d' 4'-0' --- PRECAST I (2)'3 (2) 2 4111 4411 3169 4830 5'-10' 4'-6' PRECAST PRE( T 2)-3 (2) "4 -�- (2) 2 (21 2 3344 30,3 3564 3065 _ 3038 2539 3865 3219 6 S'-2' PRECAST (2)-4 (2; 2 �- _ _ 2881 _ 2881 2393 3048 6'-6' -8' 5'-4' PRECAST (2)-4 (-, -2 2738 1 2259 2895 6'-2' PRECAST l2)1412) 12 .213a8 1 93 2193 1729_ 230- _1-6' (- 1'-8' 6'-4' PRECAS' (2) -4_ --+__,lei_ 2108 2108 _ _ 1645_ _ 2219 6'-8' 8'-4' T-0' PRECAST PRECAST (2-4 (2) -4 _ (2) 2 1951_ 1825 _ 1951 1825 1494 _1363 2058 1918 __48'-0' PRECAST (2) -4 1054 1591 9'-2' PRECAST (2)'4�- (2)2 1265 801 1324 II' -4' 10'-0' PRECAST (25 ( --- --__(-t)3 _1265 1138 If38 618__ II81 0' 10'-6' I i'-2' PRECAST -PRECAST !2)-S !2) 5 1041 1 1047 988 594 541 - Cal 1025 13 4 '2'-0' PRECAST (2) 5 '2'-8' PRECAST (2) (2) 3 !213 902 842 _ 902 842 465 414 935 858 TABLE No, 10 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LNTEL CLEAR LINTEL TYPE INTEL STEEL GRAVITY GRAVITY UPL IFT T UPLIF? I,L NTEL SPAN CAPACITY CAPACITY 1 CAPACITY CAPACITY BOTTOM BAR - BAR 0)5L (.5U (1:5L (15U ;2)-5U 3 -B -B' 2'� ?RECAST r2, R 4520 _ 100 919E 10� (il 2 -4'-0' 2'-8' PRECAST _ .2) -2 !?J2 3651 10000 7440 1 10000 4'-2' 2'-10' PREC45T (2)2 (2)2 3306 9256 6743 10000 4'-4' 3'-0' PRECAST (2) 2 (7) 2 3008 8053 6139 9566 4'-8' 3'-4' PRECAST _ (2) 2 (2) 2 2519 6231 5150 1216 6-8' 4--4' PRECAST 12).3 (2)2 --- - - 5' _ 3514 3810 3211 1042 8' 5-4' PRECAST (2)-4 -----(2)-2 2138 2138 ?259--- 2895 1 T-8' 6 -4' PRECAST_ (2) -4 -�(2) 2 2108 2108 1645 2219 8'-B 1 4' PRECAST { (2)-4 _ (2)-2 1809- -�- 1710 1247 '195 r9'-8' 8 4' PRECAST- -_ 2)-4 _ - '2)'2-1_1516 1436 T- 914 '505 1j„ 8/14 -S8/14 -S(1)#5/(1)#55#5/(1) #5 3p- 32, 8/32-S-(1)#5/(1) #5 8/28-S-(1) #5/(1) #5 A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: LINTEL PLAN (LOTTS) ARCHITECT STATE OF FLORIDA D E: 11/26/18 S LE: 1/4"=V-10" HEET 5C OF %_X 4. EXTERIOR MASONRY WALL BRCS. HEIGHTS f'c 8" precast lirtsl = 4000 psi F'c prestressed lintel = 6000 psi Grout per ASTM 0416 f'2 = 3000 ps; w/ maximum 3/8 Inch aggregate 4 8 to II Inch slump Concrete Masonry Units CGMU) per ASTM CeO w/minimum net area compressive strength = 1900 psi Rebar per ASTM A615 grade 60 n per ASTM 4416 rade Prestressing stra d p g 210 low relaxat'on ^� t Mortar per ASTM G4 Oypsh^,orS GENt-ZfR,4L NOTE5 1. Provide full mortar bed and head joints. 2. Shore filled lintels as reclulred. 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 cell reinforcing and grouting, 5. Reference the CAST -CRETE Load Deflection Graph brochure for lints deflection information. 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units 0 LINTEL PLAN 9. Safe load rating based on rational design analysis per AG; 318 and ,4Ci 530 10. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM G -29(o or other approved coating. 11. Lintels loaded slmultanecusly with vertical ,gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation; A ed vertical load+ Applied horizontal load < 10 Safe vertical load Safs horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right: /1—F'm=1500p5 i SEE SAFE LATERAL LOAD TABLES FOR LOAD RATING FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE CLR T T f= 2) S REBAR GR40 or GR60 e4FE ;-0,4D T,45LE NOTEe All values based on minimum 4 inch nominal bearing. Exception: Safe loads For unfilled lintele must be reduced by 20% if bearing length is less than 6 1/2 inches. 2. N,R. = Not Rated 3. Safe loads are superimposed aiioluable loads. 4, Safe loads based on grade 40 or grade 60 field rebar. 5. One 01 rebar may be substituted for two "5 rebars In 8' linte,s only 6. The designer may evaluate concentrated loads from the sats load tables by calculating the maximum resisting moment and shear at d -away from face of support. D2C POUR SOLID W1 (2) 05 VERT. REBAR (2-TYP.) 1, For composite lintel heights not shown, use safe load from next lower height shown. For or lintels len the not shown use safe load from rom g next longest length shown 9. All safe loads In units of pounds per linear foot 10. All safe loads based on 5tmoly supported span. ll. The number In the the parenthesis Indicates the percent reduction for grade 40 field added rebar. Example 1'-6" lintel type SP32-I5 safe gravity load = 64/2(15) w/ 15r reducticty 6472 (.85) = 5501 PIF 4 AST- RETEt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE: 91-4" BRCS. HT. COMMENTS L-1 11'-4" SF3(o-15/1T PRESTRESSED L-2 5'-10" 8RF14-0B/1T RECESS L -2A 1'-0 SFlro-1B/IT L-25 12'-0" SF16-1B/IT L -2C 6'-0 BF16-le/IT L-3 7'-6" SF16-15/IT 84=8 L-4 1'-6" SF16-15/IT 2655 L-5 �'-0 BF16-1B/1T 6132 L-6 T-6" OR&-1B/IT L -I 714o" 8F16-1B/IT L-8 9'-4" 6F16 -15/1T T�'f=E 7DE,'�)IGN,4TION F = FILLED WITH GROUT / IU = UNFILLED QUANTITY OF "5 REBAR AT BOTTOM OF LINTEL G,4VITl' QUANTITY OF "5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH a ° wiz 0 lt1 a QIP a - J i 1-5/8"ACTUAL 8" NOMINAL WIDTH "5 REBAR AT TOE' f'IIN, M REQS 1-1/2" CLEAR G.M.U. GROUT "5 REBAR AT BOTTOI"! OF LINTEL CAVITY BOTTOM REINFORCING= PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS S'LFF I nILnS (I RS)PT) II -I INTPI S -11"r I UPL IFT LATERAL OVERALLLINTEL LENGTF4 8F8 -1T EFI2-IT 8FI6-IT BF20-IT 8F24 -1T EF28-IT 8F32 -IT (TYPE OF LINTELI Sue 84=8 RCMU 1569 2655 3524 4394 5263 6132 '1001 2'-8" TO 3'-6' (PREGAST) 1025 1024 1598 13632.30s 3060 3815 4510 5325 6019 34 -7' 4'-O'(PRECABU 165 163 1309 1201 2040 2101 3315 4043 4111 5319 4'-I' TO 4 -6' IPREGASU 592 591 1013 1016 1115 2216 2838 3399 3961 4522 4'-1' TO 5'-4" (PRECAST) 411 411 743 909 1567 2080 2593 3101 3620 4733 TO 5'-10" (PRECA5T) 340 339 616 835 1407 1868 2329 2190 3251 3712 5'-11" TO 6'-6" (PRECAST) 507 121 490 727 1065 1624 2025 2426 2821 3228 6'-7"TO 1'-O'(PRECAST) 424 534 363 591 108 1136 1474 1815 2151 2500 1'-l' TO 9'-4" (PRECAST) 326 512 230 530 515 916 1188 1461 1136 2011 9'-5' TO 10'-6' (PRECABT) 284 401 180 414 504 800 1031 1214 1513 1753 10'-l' TO II' -4' (PRECABT) 260 452 154 410 458 724 938 1153 1369 1585 II' -5' TO 12'-0' (PREC45T 244 407 137 418 386 607 185 964 1143 1323 12'-1" TO 13'-4" (PRECA5T) 211 324 110 364 358 560 124 Ea9 1054 1220 TO 14'-0" !PRECABT) 205 293 100 239 334 520 1 672 825 918 1131 14'-1' TO 14'-8" (PRESTRESSED) NR 284 91 224 313 486 621 169 911 1054 14'-9" TO 15'-4" (PRE5TRE58ED) NR 259 83 167 263 405 521 638 156 813 TO 11'-4' (PRESTRESSED) NR 194 64 162 229 348 441 541 641 747 n'-5' TO i9'-4' (PRESTRESSED) NR 148 52 142 204 307 393 480 568 655 TO 21'-4' (PRESTRES6ED) NR 125 42 131 191 295 379 462 546 630 21'-5' TO 22'-0' (PRESTRESSED) NR 116 40 124 119 267 342 416 492 561 22'-I' TO 24'-0' (PRESTRESSED) NR 91 30 8"PREGA5T W/2"RECES5 DOOR U -LINTELS SAFE LOADS (LBS/FT) 8" PREGAST W/2" RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT) A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA 01 1 NO 1 : 11/26/18 `/§CALE: 1/4"=1'-0" SHEET OF 5D .m■oo�m■m, SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA 01 1 NO 1 : 11/26/18 `/§CALE: 1/4"=1'-0" SHEET OF 5D EXTERIOR MASONRY WALL 5RG. HEIGHTS II II li I I EXTENDED LANAI LINTEL PLAN REINFORCING SCHEDULE 8 LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES (PLF) COMPOSITE LINTELS " SAFE WORKING LOADS PLf 8" x 32° c SAFE WORKING_ LOADS (PLF) 8 X 16 COMPOSITE LINTELS --- UPLIFT �- LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP UPLIFT (0)#5L(1)#SU LINTEL STEEL GRAVITY GRAVITY UPLIFT WIRE / BAR CAPACITY (0) #5L (1)#5U (1)#SL (1)#5U (1) #5L (1)#5U (1)#5L (2)#5U LENGTH SPAN BOTTOM BAR CAPACITY CAPACITY CAPACITY DETAILV DETAIL'V' DETAIL'W' (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1)#SU (1)#5L (2)#5U DETAIL'U' &'V' DETAIL 'H' DETAIL'J' (1)#5L (1)#5U DETAIL'K' 2'-10" 1'-6" PRECAST (2) D4.5 WIRE 12LNo.3 10000 10000 10000 10000 _ DETAIL 'H' &'J' - - - ~ 2'-10" 1'-6" ! PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 -- 10000 10000 3' b" 2' 2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 --- -. --_ 4' n" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 - 10000 _ 10000 10000 3'-6�' 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 1 10000 10000 10000 10000 - ---- �- -- _--� 4'-0" 2'-8" PRECAST_ (2) D4.5 WIRE 2 No. 3 -9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3' 4" PRECAST (2) D4.5 WIRE _ �I 4'-6" � PRECAST (2) D4.5 WIRE - - -- 10000 (2) No. 3 9576 _ 10000 10000 10000 (2) No. 3 7207 10000 9863 (2) No. .__ _ _- 10000 10000 10000 4-8' 3 PRECAST (2) D4.5 WIRE (2) No. 3 _ 6614 10000 9053 10000 -0" PRECAST (2) D4.5 WIRE 7009 _ 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000__ 10000 10000 5'-4" 4'-0" PRECAST - (2) D4.5 WIRE 2) NO. 3 4843 6687_ 6635 7320 6'-6" 5'-2" PRECAST(2) D4.5 WIRE (�No. 4 7924 10000 - _ 9263 10000 5' 10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 _ 3940 1 5211 5402 5641 7-6" 6'-2" PRECAST (2) D4.5 WIRE - j21 No. 4 5748 10000 _6723 10000 6' b" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 422_5 4314 T-8" 6' 4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 7-b" 6'-2" j PRECAST 4 (2) D4.5 WIRE (2) No. 4 3206 1 3206_ 3063 3183 - ---� - 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 T 8" 6'-4" PRECAST (2) D4.5 WIRE 2 NO. 4 3071 3071 2916 3049 --- - - 8'-4" T-0" PRECAST (2) D4.5 WIRE - L2LNo. 4 - 4546 7957 5320 � 10000 8'-0" b'-8" PRECAST _ � (2) D4.5 WIRE l2) NO. 4 2831 2831 2651 - --2811 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141_ 7410 8'-4" 7'-0" , PRECAST (2) D4.5 WIRE 2 N0. 4 2625 2625 2421 2607 -� --- 421 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 _ 3194 ; 5322 9'-4" 8'-0" ' PRECAST (2) D4.5 WIRE 2 o.4 2153 2153 1881 2139 PRECAST (2) No.3 (2) No. S 3615 5348 2699 4424 10'-6" 9'-2" , PRECAST (2) D4.5 WIRE (2) No. 4 1777 1777 _1448 1 1766 12'-0" 10' 8" PRECAST (2) No. 3 (2) No. 5 3191 3670 2379 1 3894 11'4' l0'-0" PRECAST - (2) No. 3 2 NO. 5 - 1568 _ 1568 1222 1568 12'-6" 1 1'-2" 1 PRECAST (2) No. 3 _ j2) No. 5 2919 _ _ 3369 2174__ 3572 _ 12'-0" r 10'-8 PRECAST 1 (2) No. 3 2 NO. 5 1439 1439 1075_ 1439 X13'-4' 12-0" PRECAST (2) No.3 _L21No. ! 2535 _ 2961 1884 3137 _ 12'-b" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 _ 1354 14'-0" 12'-8" PRECAST 12) No. 3 ! 1.691 _ 2856 _ 13'-4" 12'-0 PRECAST _(2) No. 3 2 No. 5 1232 1232 849 1232 (2) No. 5 2278 2698 14'-8" 13'-4" PRESTRESSED (2) No. 3 12) 7/16 strand + 3326 3326 1829 2919 14'-0" 12'-8" ! PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 (2) No. -- - - - - -.- -- --- (2) 7/16 strand + '(2) 7/16 strand + 1 14'-8" 13'-4" PRESTRESSED (2) No. 3 1419 1419 850 1347 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) No. 4 - 3031 3031 1666 2702 _ ___ - O 2 No. 4 - -�- + 15' 4"tl4'-0" PRESTRESSED (2) No. 3 2 7/16 strand + 1291 1291 17'- �2 No. 3 12) 7/16 strand 2 No. 4 775 1270 7 4" 16'-0" PRESTRESSED (1 r 2 No.4 2346 2346 1290 2210 _ _ l 19'-4" 18'-0" PRESTRESSED (2) No. 3 )1 No. 5 d + 1865 - 1865 1029 - 1869 174" 16'-0 PRESTRESSED (2) No. 3 16 strand + + 600 1084 2) No. 4 993 993 --:(2)2 7 16 strand + - - - - (2) 7/16 strand + { 19'-4" 18'-0" PRESTRESSED (2) No. 3 O / 1035 1035 1 478 936 20'-0" 18'-8 IPRESTRESSED (2) No. 3 i 1737 1737 959 1778 �_ 2 No. 5 1--_12LNo. 5 T- - - - - - �- --- - 21'-4" 20-0" 1 PRESTRESSED (2) No.3 i(2) 7/16 strand+ - 18'-8" PRESTRESSED (2) No. (2) 7/16 strand+ 1516 1516 839 1620 20' 0" (2) No. 5 961 961 446 872 2 No. S -- - -� - ---+- -- (2) 7/16 strand + 22'-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 21'-4" 20'-0" PRESTRESSED (2) No. 3 834 834 390 763 � _ 1 (2) No.5 1420 1420 787 1551 _ (2) No. 5 - (2) 7/16 strand + -- ---- -� - - - --- (2) 7/16 strand + --- 24'-0" ! 22'-8" PRESTRESSED 12) No. 3 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) No.5 1250 1250 658 1300 - 2 No. 5 720 720 366 716 QUALITY PRECAST COMPANY (-U 'STRONG' ON SERVICE P,❑, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: 9'-4" 5RG. NT. COMMENTS L-1 11'-4' 8/36-5-(IXJ/(I)L PRESTRESSED L-2 5'-10' 8/14-5-(IAJ/(0)L RECESS L -2A 1'-6' 8/16-S-ClXI/C1)L L -2B 12'-0" 8/Iro-6401.110)L L -2C 6'-4' 8/16-S-CI)U/C0)L L-3 1'-6' 8/16-5-(I)U/CllL L-4 1'-6' 8/16-5401,110K L-5 1'-6' 8/16-5-(I)J/(I)L L-6 1'-6° 8/16-S-Clxl/CllL L-1 1'-6' 8/16-S-CI)U/CllL L-8 9'-4" 8/16-5-(I)U/CllL D2C POUR SOLID W1 (2) "5 VERT. RE5AR (2-TYP.) --` -- 24'-0" 22' 8" PRESTRESSED (2) No. 3 l2) 7/16 and + - --- - 2 No. S 642 642 30 599 LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE L ADS PLF) 8"x8" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER DOOR LINTEL LINTEL STEEL LINTEL LATERAL SAFE LOAD TO LAT CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL - #5 1 U 0 L LOAD TOTAL CLEAR! SPAN SIZE TYPE BOOM LENGTH SPAN SIZE WIRE/ BAR GRAVITY SAFE SAFE LOAD � UPLIFT SAFE TOP WIRE / PLAIN SOLID STEEL PLAIN SOLID SOLID SOLID SOLID 8AR - BOTTOM #5 (1) U (0) L #5 (1) U (1) L 1 1 1) #5 (2) U (1) L j BAR - j BAR L _ #5 l U 1 L DETAIL DA DETAIL'DB' - -- ETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC'IDETAIL'DD' 3'-8" 2'4" i 2'-0" PRECAST 11(2) D4.5 WIRE (2) No. 3 1640 j 1790 r- 3'-8" 2'-4" 7- PRECAST (2) D4.5 WIRE (2) No. 3 1 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" 2STD4.5 WIRE (2) No. 3 1386 1410-�--- 4'-0" 2'-8" 2-4' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2--10" 2'-6' D4.5 WIRE : (2) No. 3 1259 1259 - - - -f- - --- -- -- - 4-2 2-10" 2'-6" ,PRECAST t (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 - - 1376 4'4" j 3'-9 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1 1 137 -- ---- 4'-4" 3'-0" 2-8' PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST 1(2) D4.5 WIRE (2) No. 3 j 929 929 - - -- - ---- -------- 4;-8„ 3,-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 4'-4" 4'-0" PRECAST ' (j 4.5 WIRE (2) No. 3 1 559 559 1 ~6' 8" 5'-4" S'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 5-8 4-4 4-0 PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 ---- --- 6'-8" 5'-4' S'-0" PRECAST (2) D4.5 WIRE �(2)N 2N4 662 816 816 650 654 T-8" 6._4" 4 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 �----- - T ------ - 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE 542 669 669 462 537 9'-8" 8'-4" 8'_a PRECAST(2) D4.5 WIRE (2) No. 4 294 510 - - - TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT ,-TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" / 2" -- (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN rico 7/32" STIRRUPS AT 4'-0" cc Ln lim (TIED OR WELDED) F"F BOTTOM BARS SEE SCHEDULE J-- NOTES: 78 1. MINIMUM COVERAGE OF STEEL - 1.S' 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) 7 (SEE SCHEDULE) 2" 2° (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN . MIOJ aim 7/32" STIRRUPS AT 4'-0 cc Uji� (TIED OR WELDED) BOTTOM BARS min SEE SCHEDULE m 78, NOTES: I y 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9-8 8-4 8-0 PRECAST 1 (2) D4.5 WIRE ; (2) No. 4 1 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) �r 8"x32" RECESS DOOR HEADER _ T GRAVITY SAFE LOAD UPLIFT SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE 1 LINTEL STEEL TOP LINTEL STEEL I LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR ! SOLD SOLID SOLID T SOLID #5(1)U(0)L #5(1)U(1)L #5j1) U(1)� #5(2)U(1)L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV' DETAIL'DW' - ---- -- - 3' 8" 2'-4" 2'-0 PRECAST (2) D4.5 WIRE (2) No. 3 10000 ! 10000 10000 10000 2--g- 2-4;- PRECAST (2) D4.5 WIRE (2) -No. 3 10000 10000 10000 10000 4'-2" 2'-10' 7-6" PRECAST (2) D4.5 WIRE (2) No. 3 9563 10000 10000 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 10000 10000 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 l- 9975 10000 1 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 5323 10000 4103 10000 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE 1 (2) No. 4 3810 10000 2929 9691 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE 1 (2) No. 4 2202 5434 16W 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR- SOLID I SOLID SOLID SOLID #5(1)U(0)L#5(1)U(1)L #5(1)U(0)L 1 #5(2)U(1)L _�_ _ #5111 U Il I L _�__.__ j DETAIL 'DH' DETAIL'DJ' DETAIL'DH' &'DJ' j DETAIL'DK' 3'-8" - 2'4' 2-0' 1 PRECAST (2) D4.5 WIRE (2) No. 3 - 5713 10000 1 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 j 4'-2" 2'-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3'4' 2'-8" PRECAST (2) D4.5 WIRE !1 (2) No. 3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 29907025 - 6382 6382 58" '- 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No_3 1819 4139 3839 3839 6'-8" 1 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 ---------------- 7' 8" 6'-4" C -O" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER GRAVITY SAFE LOAD UPLIFT SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL LENGTH SPAN !, SIZE WIRE / BAR BOTTOM BAR SOLID PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 l U l L #5 (2) U (1) DETAIL'DE' DETAIL 'DF' DETAIL 'DE' &'DF' DETAIL 'DG' 3'$" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 1 6455 5637 5637 4'-0" 1 2'-8" 2'4" PRECAST - j (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 2'-6" t PRECAST 2 D4.5 WIRE �- - -- - 3965 O (2) No. 3 2654 4449 3965 4'-4" T -T 2'$" PRECAST (2) D4.5 WIRE i (2) No. 3 2400 4030 3607 ---3607 4'-8" 3'-4" 3'-0" PRECAST �(2) D4.5 WIRE (2) No. 3 1966 3390 3053 t 3053 4'4" 4'-0" PRECAST (2) D4_5 WIRE (2) No. 3 1193 2290 2085 2085 5'4" li 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1 1578 1578 1 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 - 1267 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 A R C H I T E C TS Desi2Grouon . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA 0 CANTWELL 10 ,12079 D T 11/26/18 SII/AE: 1/4"=V-0" 0-1 E15E ET OF �smoo�vmm� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA 0 CANTWELL 10 ,12079 D T 11/26/18 SII/AE: 1/4"=V-0" 0-1 E15E ET OF HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CONTROL DOTE 01-Oi-5CONNECTOR SCHEDULE DBL 2 x 6 SIMPSON USP 5'-4" TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DES. UPLIFT GRAVITY DES. TWO STORY APPLICATION DOWN STAIRS UPLIFT GRAVITY FASTENER UP TO 5'-0' DBL 2 x 8 5'-0' TO III DBL 2 x 10 11 TO 0"-0' DBL 2 x 12 V-0' AND OVER AT EACH END OF HEADER META -16 145 - LTA 16-Ia 3 1408 (1) IOd x 1 1/2' )-PLY, (6) I6d 2 -PLY, (U5R (10) IOd X 1 1/2" - NO I6d OPTION) 1985 'I 2800 (IO) 10d x 1 2' %-PLY, NSP O110d x 1 1/2') -- _- (2) META -!6 -- ;2) HTA .6-I5 (14) I6d 2 -PLY (USP: NO I6d OPTION) 1900 14ET4-16 _ 1810 HTA 16 1615 (9) IOd x 1 1/2' 1 -PL -T_(8) I6d 2 -PLY USP: CIO) IOd x 1 1/2", NO I6d OPTION HET4-20 18i0 NTA 20 1615 (9) IOd x 1 12' -PLY, (8) I6d 2 -PLY U5P: (10) IOd x 1 1/2', NO I6d OPI ION r 2035- j - - CIO) lOd x I/2" ' USP, (IOi lOd x 12' � (2) HET4-20 i l2J HT4-20 3110 - 2500 U (12) 10d '-PLY (U5P: NO I6d OPTION) 0 LGT-2 2150 _ L UG j919 _ _ (1) - 1/4' x 2 1/4" TITEN, 2 PLY (U5P; BLK (5) 1/4' WB WOOD (16) fCd V) DET4_-20 2480 NO U5P CONVERSION FOR SIMP50N DET4L-20 (18) - 100 x 1 ✓2, PLY MGT 3965 MUGT12 t 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 1Od TO WOOD (U5P: (28) IOd TO WOOD) LGT-2 1 10980 HUGT-25 a 2) 3/4' AT.R, IN HIGH STRENGTH EPDXY (MIN. 12" EMBED). CI60 IOd TO WOOD (USP: WOOD (8) IOdJ H37-3 '0530 -IUGT-3 93651 (2) 31/4' ATR, IN LIGH STRENGTH EPDX .M!N. 12' EMBED), ('6) IOd TO WOOD (USP: WOOD (8) 100) LGT3-5D523 3285 LU11T-3 5330 (12) 5DS 1/4"x2 1/2" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL CUSP: CONC. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) W525) 1210 PARALLEL TO WALL LT42 1425 PERPENDICULAR TO LP74 ! I7,55 (10) 10d x I-1/2' NSP: (IID) iOd x 1 12' WALL VGT 4940 NO USP CONVERSION FOR 511-IPSON VGT _ (1) 5/8' 4,T.R, IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), CI6)-SDS 1/4'X3" TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-5DS 1/4'X3' / 2 PLY MT5-I2 1000 MTW 12 1595 (14) IOd x 11/Y (USP: '14) 10d x 1 1/2", (14) IOd) t l 1 5-20 450 LJ � x 1 112", (20) md) 11 HTS-50 � HTW 24_ 4© _- 2-m (24) IOd x 1 2' _ --_ (U5R (4)t'0d cd x I 1/2',(20) 10dJ LSTA-'2 •• 925 LST4 12 9lO (10) I0d �- USP: (10) IOd - LSTA- 8 + 1235 LSTA 18 1360 (14) IDd USP: (14) IOd a MSTA 18 ++ 1315 1-15TA-I01315 4) i0d USR (14) IOd '640 MST4_24�- I150 ('8) ;Od U5P: (18) IOd a- M574-30 - -OSO M5T4-30 2140 _ (22) cd USP: (22) IOd 1-1574 31 2050 MST4-36 2525 (26)IOd U5R (2(,)106Of f- MSTI-36 3800 KSTI 236 _ 3090 -- (36) IOd x /2' U5P (36) cd x 1/2' � W MST' -48 5065 K751 248 4250_ (48) IOd x 1/2' USP (48) IOd x I/2" H(, 950 LFTA 6 1595 _ (8) ad TO PLATES,,8) ad TO STUDS (U5P: (16) 8d x 1 12', i 0) 8d) SP4 885 SPT 4 945 l6) IOd x 11/2" TO STUDS U5P; (6) IOd x I I/2" TO STUDS 434 395 MP 34 410 (4) 8d x 1 1/2' TO BE 4M, (4 ad z 1/2' T P057, U5P= "4) 8d x 12' TO BEAM, (4) ad '<' 'O P05'_ A HCP2 645 LLCP 2 1010 i 12) IOd x 1 1/2' U5P (10) IOd x 1 1/2" TO TRUSS, (10) IOd X 1/2' TO PLATE HIDA 1340 RT 164 12 SO (18) ICd x 1 1/2" USP (9) IOd x 1 1/2" TO 7RUS5, (8) 10d X 1 1/2" TO PLATE .- VGT t -"�„-. 4565 PND 44 4535 CI6)-5DS 1/4'x3' TO WOOD, (10)-5D5 1/4'x2 I/2` W/ THREADED ROD, '2) NUTS/W45LER2 PLY USP: 5/8' ATR -IN, EMBED SET !N ,�H STRENGTH' EPDXY, (iO) WSW WOOD SCREWS VGT a LD7B 4940 TDX 10 SIIO (16J -SDS 1/4'x3" TO WOOD, (3)-3/4" STJD BOL75 W/ THREADED ROD, (2) NUT5/WASHER/2PLY USP: -1/51, ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS 45U 44 1 2200 6665 PALL 44 2535 6115 (1) 5/8' A.T.R. IN LIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC., (12) I6d TO WOOD USP: SAME AS SIMP60N ABU 66 2300 12000 PAU 66 2535 13815 (U 5/8' 4T.R..N LIGH 57RENGTL EPDXY. !MIN_ T EMBED.) 'N CONIC> (12)!6d TO WOOD U5P: SAME AS 6IMP5ON LTT19 •++ 1340 LTS I9 1205 (1) 3/4' A.LR. IN HIGH STRENGTH EPDXY. (MIN. 1' EMBED) IN GONG_, (8)IOd TO WOOD USP: SAME 45 SIMPSON 0 LT7205 +++ ISOO LTS 205 II05� (U 1/2" 47.R. IN NIGH STRENGTH EPDXY, (MIN. 7' EMBED,) IN CONC, (IO)1Od TO WOOD U5P: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (I0) 10d, <IID) IOd x I I/2', 2-I/Y (, HTT4 4455 H7745 4465 �U 5/8' ATR. IN HIGH STRENGTH EPDXY' (11N. T' EMBED,) IN CONC, .18- 61)'!0 x 1 112' 'JSP: ' O) I6d X 2 -VT; USP LA5 MORE NAIL OPTIONS: (20) loci. (20) IOd I/2 , (20) 6d x 2 12' Q HTTS 5090 HTT45 5430 (1) 5/8' 4T -P- IN HIGH STRENGTH EPDXY (MIN. 1 EMBED,) IN GONG, (26) I6d X 2 1/2' (USR (20) I6d X 2-1/2') U5P HAS MORE NAIL OPTIONS: (281 IOd, (28) IOd x I -I2 (20) I6d x_ 2 12' HHDGiI:-5D5 2S• IL81O UPHD II 12090 (U I' ALR, iN HIGH STRENGTH EP0x1, (MIN. 10' EMBED)IN CONC. (24) SDS Ya' r. 2'S' WOOD SGREWIS (USP: 24) W53 WOOD SCREWS) HDIB 6645 TDX 10 5110 (I) 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (U5P: (4)1/a' BOLTS) 51MP5ON; (1) 3/4' ATR, IN NIGH STRENGTH EPDXY, (MIN. 6T5 EMBEDMENT) IN CMU TOP, (I) 3/4" ATR. iN NIGH STRENGTH EPDXY (MIN. 67,5' EMBEDMENT) IN G.M.U. FLOE, (18)I0d TO BEAM MBHA 350"1".,534-5 3415 I 5330 NFM35X�2'J 3165 7130 U5P. (I' VY J -BOL W/ MINIMUM 6: EMBED, 4 NOT LE56 TH4N 4' FROM EDGE OF CONC W/ 3/4' DIA ITW (n I / 'N. ' EMBED DEPTL IN5T"-LEIN THE FACE_ R1M5ET/REDLE4D DYNA BOLT SLEEVE ANCHOR OR EO, WY5D cr_ W _ 2660 (FLR) _ - ____ _ 2530 (FLR) (14)10,;$ AT JOIST 1U5G4'2 (WOOD, 3635 (ROOF) HU5412'F 3060 � 3225 (ROOF) (10) 16d TO HEADER, ('O) I6d TO WOOD U5P: SAME 45 51MP50N Z _3265 HUC410 (CMU) 1810 5085 HD410 IF 1905 I 3175 (IS) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD, (IJ5P- (18) 1/4' x 3' W53 SCREWS, (10) co TO WO00. _ = HUC210-2 (CMU) ISIO t 5085 LID210-21F 1905 3)15 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMC, (IO) IOd TO WOOD: (U5P: (18) I/4" x 3" W53 SCREWS, (IO) IOd TO WOOD LJC '.O 3 (C—MU) 4000 HD21O-31F 1905 3115 (IS) 1/4' x 2-3/4 TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: N5R (18) '/4' x 3' W53 5CREWS (10) !Od TO WOOD --SIO _GU 26 2 -SDs 1 1430 5595 NO USP CONVERSION FOR 51M -50N LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, .4 _"' X 2 1/2' 5D5 SCREWS TO WOOD HIGH STRENGTH EPDXY = 51YPSON 'SET EPDXY-TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • L4ERE ANCHOR EMBEDMENT IS GREATER T' -)AN 7' DEEP, THE VERTICAL CELLIIN G.Y,.U. MAL' 1U5T BE FILLED SOLID u/ GROUT, + IOd COMMON N41L5 CAN BE 5UB5TITUTED WITL IOd x I/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN TLE ALLOWABLE LOAD. WRITTEN 4PPROv4L FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INST4LL470N. .• MINIP^JI"1 EMBEDMENT INTO THE TOP OF 4 BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE W T- 47,R_ = 4-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTL, ETC. vARIE5) 0 Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND COND IT!ON5 THAT MAY AFFECT. CONNECTORS, THE CONTRACTOR MJ5T BE RESPONSIBLE FOR MAKING SURE TEAT THE PROPER CORROSION PROTECTION IS USED. Q WHEN U5 NG 5TAINLE55 STEEL CONNECTORS, USE STAINLESS STEEL F45TENER5. WHEN J51NG ZM4x / HDG GALVANIZED GONNECTCR5, USE FASTENERS GALVAN'ZED PER 457M-4153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 54515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENG!NEER OF RECORD PRIOR TO U5E. ALL CONNECTOR VALUES 545ED ON 511",P50N "WOOD CONSTR'GTION CONNECTORS C-20!3' , 'HIGH WIND -RESISTANT GONSTRUCTION C- WO9, AND 4NC1L4OR'NG e F45TEN'NG SYSTEMS FOR CONCRETE " M45ONRY CATALOG C -545-2x12, HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4" TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO III DBL 2 x 10 11 TO 0"-0' DBL 2 x 12 V-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO g. -O. U.N.O. 4'-I1 1/2' 'f' -II 1/2' AND UP NUMBER OF HEADER STUDS u 0 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 1 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U,N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O; • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER, 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRIs. HEIC-sHTS 13'-4" BRCx. LOAD BRCS. WALL NOTES: ® SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ MSTA-30 @ 32" O.C. ® SECURE 2ND FLR STUDS TO FLR TRUSS W/ MTS -12 @ 32" O.C. SECURE BMS TO PT 6x6 POST W/ (2) MSTA-24 POST TO SLAB W/A5U-66 114 CJ1L CJ3L (2) MTS -12 HUG -410 I FL11E FLIO FLIO FLIO FLIO FLIO FL 10 FLIO FLIO FLIO FLIO FLO13G FLOE FLO-IG FL06 FL06 FL06 FL06 FL06 FL06 FL06 FL06 FL20 (2) HETA-16 FL20� 3 �--- I D6 � Lu p Q Q Q Q QQ O O SECURE BEAMS TO PT 6x6 POST W/ (2) MSTA-24 W Q O O SECURE BMS TO PT 6x6 POST W/ (2) MSTA-24 POST TO SLAB W/A5U-66 CJ1L CJ3L --- (2) MTS -12 02,XX,, NUG -410 1U- U_ LL L LO3 _ _ �H^I u - II II II II II II II II it II II II II 4� II II t II II — I II II II II II II II It =I1 - LBW :USS TO 4X4 P05T-(2) NT5-20 4X4 POST TO SLA5 HTT-4 >GER SECURE TO EBS W/2 J'X5' LAG ' DIA WASHERS g MAX --------------- BLDR n n II II II u II u n U U U FIRST FLOOR FRAMING PLAN FL02 FL02 FL02 FL02 FL02 FL02 FL02 FL02 A R C H ITEC TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 z W @ @ U U U 0 u FIRST FLOOR FRAMING PLAN FL02 FL02 FL02 FL02 FL02 FL02 FL02 FL02 A R C H ITEC TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA 10 JAWS CANTWELL NO 12079 A E: 11/26/18 A E: 1/4"=1'-0" HEET 6 0Fk_j z 0 U W a Q a � W W Ila q A N a A a W F CqN Q O — M '<t b 10 N cb SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA 10 JAWS CANTWELL NO 12079 A E: 11/26/18 A E: 1/4"=1'-0" HEET 6 0Fk_j HEADER SPAN CHART HEADER 51LE5 PE1< C:HA1<T, U.N.O. SINGLE STORY APPLICATION SIZE CONNECTOR S p HE D IE CONTROL DATE: 01-0I-15 DBL 2 x 6 SIMPSON DBL 2 x & USP DBL 2 x 10 *1'-0" TO 10'-0' DES. UPLIFT: GRAVITY DES. UPLIFT I GRAVITY FASTENER UP TO 5'-0' MET4-16 14450 HT'A 16-18 140 � 1 ) IOdx1 I/2" I -PLY, (6) 16d 2 -PLY (U(U51-: (1©) IOd X 1 1/2" - NO 166 OPTION) AT EACH END OF HEADER 1 5 3 _ _ _ dx2" I_PLY, (USP. ':O) IOd x 11/2') CU ME'.' --'6 - --- (2i HTA 16 18 280© !14) 16d -PLY (U5P: NO 16d OPTION) 1900 HETA-I6 1810 HTA 16 _ _ 1615 C9) Ipd x 1 1/2` I -PLY, (8) 16d 2 -PLY USP: (10) IOd x. 1 I/2", NO 166 OPTION 1-4ETA-20 1810 NTA 20 - - 1615 -� - l9> 1Od x 1 1/2" I -PLY, (8) 16d 2 -PLY USP (10) IOd x 1 1/2', NO 16d OPTION - -�� 2035 3110 (10) IOd x 1 1/2 -PLY USP: (10) loci x i 12' ( 2) HE74-20 I 2500(12) (2) .-;74-20 - -- CU I6d[ P�Y SP166 : NO OPT'ON) U O LGT-2 2=50 LUGT-2 915 (7) - 1/4" x 2 1/4TITEN, 2 PLY (U5P.- BLK (5) I/4' WB, WOOD (16) 100 DETAL-40 2 480 NO U5P CONVERSION FOR SIMPSON DETAL-20 - ' (18) 10d x 1 1/2 1 PLY - MGT = 3965 MUGT 4000 (I) 5/8' A.T,.R- IN NIGH STRENGTH EPDXY (YIN. 12" EMBED), (22) IOd TO WOOD (USP (2&) IOd TO WOOD) -KT-2 - 10980 HUGT-2 9365 (2) 3/4' A.?.R.'N HIGH STRENGTH EPDXY "IN. 12' EMBED), (16) IOd TO WOOD (U5P: WOOD (8) 10d) HGT-3 10530 HU1,7-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 2' EMBED), (16) ''00 TO WOOD (USP: WOOD i 8) 100) LGT3_ SDS2.5 3285 LUGT-3 5330 (12) SD5 1/4"x2 1/2' TO GIRDER, (4) 3/8" x 5' Ti_EN HD TO WALL NSP_CONC. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) WS25) 1210 PARALLEL TO WALL L-42 1425 PERPENDICULAR ?O LPTA 1555 (10) IOd x 1-V2" (USP: (10) IOd x 1 1/2' WALL VGT 4940 NO U5P CONVERSION FOR SIMPSON •IGT (1) 5/8' A.TR. iN HIGH STRENGTH EPDXY (MIN_ p' EMBED), Ci6 )-SGS li4'X3" TO WOO- !,) VGT 1185 NO USF CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-6DS 1/4'7(3' / 2 PLY M75-12 1000 MTW 12 1595 (14) 10d x 1 1/2" (USP (14) IOd x 1 1/2", (14) I0d) HTS 16 1150 HTW 16 1660 ! I (6) IOd /2" CUSP 06) 106 1 1/2 16) 106) H'5-20 450 - 20 2045 ---- — - - - (247106 x I/2' NSP '24J 106 7 '20) 106) HTS -24 1450 HTW (24J 106 x - I/2' NSP Q4i Cod r_ I I,� , (20) ICd) L57A-I2 ++ 925 LSTA 12 13-10 (10) 10d U5P (10) 10d O L5T4-'8 - 1235 L5TA IS 1360 (14) IOd USP: (14) ICd MST4-IS ++ 1315 MSTA-18 1315 _ (14) 10d U5P C14) IOd MS 24 ++ 1 1640 MSTA-24 1150 (IS) IOd USP: 5) loci MSTA 30 ++ 2050 M5T4-30 214ID (22) 1Od U5P (22) 100 W w CII�.___ M 36 2050 M A-36 2525 (26) IOd U5P (26) IOd �- MST -I-36 3800 KSTI 236 3090 (36) foci 1 1/2' USP: (36) Cod x lit' a — -- 5065 KT51 248 4250 i (48) ICd x ' 1/2" USP: '48) lod x 1 12" H6 950 1 LF74 6 '595 _ (8) ad TO PATES. (8) ad TO STUDS (CSP 16) 8d x1 -...<', (16) 8d) 5P4 885 SPT 4 945 (6J IOd x 1 1/2" TO STUDS U5P (6) IOd x 112" TO STUDS 434 305 MP 34 410 (4) 8d x 1 1/2 TO BEAM, (4) 8d x 1 1/2' TO P05T. USR (4) ad x 1 1/2' TO BEAM, (4) Sd x 1 1/ TO POST HCP2 645 HHCP 2 !010 (12) ICd x 1 11 USP- (10) ICd x 1 I/2' TO TRUSS, (10) ICd X 1 I/2' TO PLATE HCA 1340 RT 164 2180 (18) Ipd 12' USP (13:.Od x.I 1/2' TO TRUSS !8) IOd x 1 ''2' TO PLATE VGT 4 HDU4 4565 PHD 44 4535 (16)-5D5 1/4'x3` 70 WOOD, CIC)-SD5 1/4'x2 1/2" W/ THREADED ROD. (2) NUT5/U.'46HER/2 PLY _ 1 U5P: 5/8 ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY (10) WSW WOOD 5CREW5 VGT e HDTB 4940 TDX 10 �- 5110 !1 )S 5 1/4'x.3' TO WOOD (3)-3/4" STUD BOLTS W/ THREADED ROD !2) NUTS/W45H R/2 PLY � USP: 1/8" ATR MIN. l" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRU-BOLTS a 4BU 44 220( 6665 G � �� PAJ 4 _535 6 5 I r EMBED,) (! r Y M. !) 5/8' A- .R..N HIGH S. RENGTH EPCX N. 1' EMBE.... IN CON(., .2..66 O WOOD U5P: SAME AS SIMPSON ABU 66 1 2300 12000 i PAL; 66 2535:3815 (:) 5/8' 4. .R. W HIGH STRENG7H EPDXY,: IN. - EMBED.) IN GONG., "12.6d TO WOOD JSP: SAME 45 SIMPSON Cn L7T9 ++ __- - 1340 _-__ ____ LTS 19 1205 _-.__ ____ (U 3/4" AT.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED) IN GONG, (8)I0d TO WOOD USP: SAME 45 51MP5ON Q _TT20B -++ 1500 L?S 2oB 1105 (U 1/2' T HIGH T N TH OXY (MIN -V M ) INCONIC.,(I )1 T 2 A..R. N G S RE G EP E BED. 0 0d O WOOD USP= 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) 106 ('.0) ICd x ! 1/2',- (� "TT' 4 4455 HTT45 4465 (U 5/8' ATR, IN HIGH STRENGTH EPDXY ,1N, 7' EMBED.) IN GONG, (18) SD'10 X _' (USP: (20) 160 X ,-�, U5P HAS MORE NAIL OPTIONS: (20) IOd. (20` IOd ./2% (20) 6d x 2 1/2' Q HTT5 5090 HTT45 5430 (I) 5/8' AT,R. IN HIGH STRENGTH EPDXY (I`IIN. 7 EMBED) IN CONC., (26)16d X 2 I/2" NSP (20) 16d X 2-1/2") U5P HAS MORE NAIL OPTIONS: (28) 106 (28J 106 x I/2", (20) 16d x 2 1/2' NHDQP SDS 2.5+ IIaIO U. HD 11 12090 (1) 1' AT.R, IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC., (2 4) 5D 4 x 2,<- WOOD 5CREW5 (USP: {24) W53 WOOD SOREWS) � HD�B 6645 TDX 10 5110 (1) 7/8" A.B. IN NIGH STRENGTH EPDXY, (MIN. - EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD NSP: (4) T/8' BOL': S) 1 51MFSON: !') 3/4' AT.R. IN NIGH 5TRENGTH EPDXY, (MIN. 675' EMBEDMENT) IN CMU. TOP (U 3/4' MBNA 3.56/IL25 3475 5330 NFM35XI2U 3165 1130 ATR. IN HIGH STRENGTH EPDXY, ('MIN. 6.75' EMBEDMENT) IN G.M.U. FACE, (18)106 TO BEAM USP: (1) 1/2" J -BOLT W/ MINIMUM 6: EMBED. 4 NOT LE56 THAN 4' FROM EDGE OF CONC W/ 3/4" DIA ITL AA H RAMISET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5" EMBED DEPTH INSTALLED IN THE FACE. _ - (14) IOd AT JOIST W �i 2660 !FLR) 2530 (FL R) CD HUSC4;2 (WOOD) 3635 3265 (ROOF) HUS412!F 3O&C -- 3225 (ROOF) (10) 166 TO HEADER C%.6d TO WOOD `JSP: SAME AS Slt-I, SON �_ to 1-4UC410 (CMU) 1810 5085 H0410 iF 1905 3115 (8) I/4' x 2-3/4" TITEN 19 PER FLANGE) TO CMU, (10) ICd TO LOOD_(USP: (18) 1/4' x 3" W53 SCREWS, (10) IOd TO WOOD. Z HUC210-2 (CMU) 1810 5085 _ HD210-21F 1905 3175 (8) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) Cod TO WOOD: (USP (I8) 1/4' x 3" W53 SCREWS, (10) 106 TO WOOD HUG2:0-3 (CMU) 1810 t - 4000 HD210-31F 905 3175 n8) 1/4' x 2-3/4" TITEN (0 PER FLANGE) TO CMU, (101� .Od TO WOOD: (U5P. (18) 1/4" x 3" W53 SCREWS, (10) IOd TO WOOD LGUM26 2-5DS 1430 5595 NO U51"CONVERSION FOR SIMPSON LGUM26-2-5D5 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 /2' SDS 5CREW5 TO l'JCOD HIGH STRENGTH EPDXY = 51MP5ON 'SET EPOxY-TIE". CONTACT THE ARCH ITE CL/ENGINEER OF RECORD FOR WRITTEN APPROVAL FRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. C7 01 + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1" DEEP, THE VERTICAL CELL IN G,M,U. WALL MUST BE FILLED SOLD w/ GROUT. + 10d COMMON N4 L5 CAN BE SUBSTITUTED WITH 406 x 1 ;/2' N4IL8 IN CONJUNCTION W17H 4 23% REDUCTION IN THE 4LLOW45LE LOAD. WRITTEN 4PPROv4_ FROM THE ARCH:'TECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO IN5T4LL4TION. ++ MINIMI,M EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1" CQ w 1-- 47,R. = A -3C1 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH. ETC_ v4RiE5) O Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 0 IS USED, WHEN USING STAIN'_ESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZM4X / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER 4STM-4153 USE OF EXPANSION ANCHORS WI -L BE EVALUATED ON AN INDIv:DU4L BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON 5IMF50N "WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING 5Y5TEM5 FOR CONCRETE 4 MASONRY CATALOG C-545-2077 '2. HEADER SPAN CHART HEADER 51LE5 PE1< C:HA1<T, U.N.O. SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x & 5'-4' TO i'-0' DBL 2 x 10 *1'-0" TO 10'-0' DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x (o UP TO 5'-0' DBL 2 x & 5'-0' TO II DBL 2 x 10 11 TO W-0' DBL 2 x 12 8'-0' AND OVER i MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 61-0. U.N.O. 4'-11 1/2' AND UP NUMBER OF HEADER STUDS 0 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROORFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT, STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE NOTES: OSECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ MSTA-30 @ 32" O.C. TRUSS TO 4X4 POST W/ (I) MT5-12 POST TO BE CONTINUOUS DOWN TO TOP OF BLOCK W/ HTT-4 LINE OF IST FLR. BELOW TRU55 TO 4X4 POST W/ (1) NTS -20 TRUSS TO 4X4 POST W/ (1) NTS -20 POST TO BLOCK W/ NTT -4 POST TO BE CONTINUOUS DOWN (SOLID BLOCKING MUST BE TO TOP OF BLOCK W/ NTT -4 PROVIDED BETWEEN 5U5 FLOOR AND TOP OF BLOCK) `_75 r r r r r r r r r r r 1 CJ1 \ ii ii II Iln u n n u n n u �� a I; n n n u n a iia CJ1 CJ3 n n n n n u _ n n n n n n n - n n n CJ3 ��L n if" n if -- ! _ = �',� ii CJ52 A01G _1—_ - h Amt - - L ---- A03 = _ _ _ _ _ _ _ _ _ _ _ _ ------- A04 - - -Amo X i (V II11 405 Amb A07 I ! i AOO i A01 _ _ _ _ _ _ _ _ _ _ - _ -T—_ _ fir- - 1111jQ 406 I11 N I A0536 7==�_ = ATTIC A04 A03 1 A02 nl -1 � J \\ 50- CJ5 y4i 506= _ _ _ _ _ _ - r ii ii P� V0(o fi� - D5 n-' u(n u n �� V10 ii=� - B05G 111 �_ - - - - - - = Gil =a_ ' C05E � - a ii n n n n ii CJ3 - - I CJ3I r r LQ LQ al fQ D5 CJ1n n u n n n n n n i CJ1 U U -7) U � - -- -- DBL _ 1 STUD ' U � LINE OF IST FLR. BELOW SECOND FLOOR ROOF FRAMING PLAN TRUSS TO 4X4 POST W/ (I) HTS -20 POST TO BE CONTINUOUS DOWN TO TOP OF BLOCK W/ HTT-4 rA R C H I T E C TS Design oup Gr�nc. LUNGWUUU, FL J215U :4 - 7 7 8 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA 0 1, JAWS CANTWELL NO 12079 DAA : 11/26/18 S A E--1/4"=1'-0" EET z OF 0 0 Qi U W a z O w F a O U W w � � a aa A L a I CO rn W A � AA H �i �_ to C7 01 CQ 0 0 N M r} h co W SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA 0 1, JAWS CANTWELL NO 12079 DAA : 11/26/18 S A E--1/4"=1'-0" EET o OF 0 A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: ENTRY FRAMING SECTION ARCHITECT= STATE OF FLORIDA %gj 11 JAME$ C 9 A F1' Na1207 DATP: 11/26/18 S LE: 3/4"=l' -O" 71 E T -7 O F �m■��mmmLA SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: ENTRY FRAMING SECTION ARCHITECT= STATE OF FLORIDA %gj 11 JAME$ C 9 A F1' Na1207 DATP: 11/26/18 S LE: 3/4"=l' -O" 71 E T -7 O F ELECTRICAL LEGEND SYMBOL DEFINITION NOTES VOLTAGE: -1620/13200-240/480V NEMA 3R !ICV OUTLET EQUIPPED W/ CROWD FAULT INTERUPMR (TAMPER RESISTANT 2823 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 8,469 TYPE) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 110V FLOOR EQUIPPED 1111 GROWD FAULT ® OUTLET INTERaPTER (TAMPER RESISTANT RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 TYPE) WATER HEATER �f I10V SWITCHED EaJIPPED W/ GROWD FAULT (D (1) OUTLET ��� R (TAMPER RESISTANT (1) DISPOSAL (1/3 HP) 246 TYPE) I10V GFI EQUIPPED W/ GROWD FAULT INTERUPTER (TAMPER RESISTANT SUBTOTAL OF GENERAL LOAD OUTLET TYPE) 10000 REMAINDER OF GENERAL LOAD ® 40%= 25,615 VA x (.4) 10,246 APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL 220v OUTLET 4 UIRE CONNECTION 8 EXTERIOR 5200 3 WATERPROOF OUTLET 6900 5 SWITCH 3250 $3 SWITCH 3 -WAY OPERATION 4 SWITCH 4 -WAY OPERATION $0 DIMMER SWITCH 18,800 (.� WALL MOUNTED 39,046 LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN VENT FAN W/ L IGHT 24' LIGHT STRIP 48' LIGHT STRIP O FUORESCENT WRAP AROWD 24' FLUORESCENT 4s' FLUORESCENT D PANEL — STRUCTURED WIRE PANEL METER SMOKE BATT. BACK -IIP V HARDWIRE DETECTOR INTERCONNECTED ® CARBON MONOXIDE BATT. BACK-UP aV HARDWIRE DETECTOR INTERCONNECTED SMOKE / CARBON 8 MONOXIDE BATT. BACK-UP V HARDWIRE DETECTOR COMBO INTERCOMtECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET CEILING FAN / CEILING BOX REQUIRED TO BE UFFORrED IN ACCORDANCE W/ LIGHT BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE O J -BOX SPPORIED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION O SPEAKER PRE -WIRE 44 FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD 0 DIGITAL KEYPAD WATER HEATER DISCONNECT AIR CONE). u DISCONNECT Ty TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 8 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOM5 ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: ESTERO BAY MODEL VOLTAGE: -1620/13200-240/480V NEMA 3R LOAD INFORMATION VA 2823 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 8,469 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 1500 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 4500 (1) DISHWASHER 900 (1) CLOTHES DRYER 5000 (1) DISPOSAL (1/3 HP) 246 GRADE LINE 200 A� f' ELECT fig' I C A L fRI S E� PROVIDE THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND SUBTOTAL OF GENERAL LOAD 35,615 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 25,615 VA x (.4) 10,246 APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL TOTAL NET GENERAL LOAD 20,246 8 KW AIR HANDLER HEAT PUMP#1 AT 65% 5200 3 TON AIR CONDITIONING UNIT 6900 5 KW AIR HANDLER HEAT PUMP#2 AT 65% 3250 1.5 TON AIR CONDITIONING UNIT 3450 NET GENERAL LOAD 20,246 NET TOTAL HEAT 18,800 TOTAL LOAD 39,046 CALCULATED LOAD FOR SERVICE 39,046 VA / 240 V= 162.69 200 AMP SERVICE -- — --- -- ---� -- ----- -- -- Id li 1 \ EXTENDED LANAI I � I IIS 1 \ 1 W.P. — — \ GF I I 'T-- 3 3 3 \ 1 \ DINETTE c31-2 I W.P. GF I H HW FAMILY RM L6 I \ \ \ FAN/CE I L IN63 �4�@ \ F PRE -WIRES - v w y �IIOV OUTLET V A GFI �o KITCHEN I - � \ 44" A.F.F. /Od 1 v GFI _GFI_ - 1—CAR I i,l �� � � 4�� g _ CHIMES TANDEM GARAGE ­1139 t3 LL \ / .3 I A W.P.1 5,111C. PWDR. v v GFI I I Q CONE). LA tL N C.M.D. — DINING \� PANEL LIVING ROOM \-I CONE). ---/ // C-41=1 a / 44 A.F.F. A C �( / I (3) 01 THHN/THWN COPPER CONDUCTORS, (1) 1* 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. v TRANSFORMER BANK: 5OkVA VOLTAGE: -1620/13200-240/480V NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDE± (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 19390 amps CAN POWER COMPANY 200 TRANSFORMER AMP. PHONE / DATA WEATHER PROOF BOX SERVICE BY OTHERS �INTERSYSTE�M50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 A� f' ELECT fig' I C A L fRI S E� PROVIDE THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. CABLE / Tv WEATHER PROOF BOX COACH L ICaHT 2—CAR GARAGE FOYER CxF I CxF I / , _ , �rn CLG. 144" A.F.F. OUTLET \ - - - -- I LL0E / I ENTRY COACH L IGHT FIRST FLOOR ELECTRICAL PLAN 0 VENT M.WAVE TO EXTERIOR UNDER COUNTER L IGHTS, (TYPJ A R C H I T E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 -I SU13IDTV. & LOT: KENSINGTON RESERVE (LOT 35) MO D E L: ESTERO BAY (VERSION#0-9) R2065.035//00001 PACE: FIR` JL F IL O � �'" 4 1 1C L AN [ARCHITECT: STATE OF FLORIDA A II 1) A'Jf 11/ 2 6 /16 SC_4LE: SnEET �j O E 0 L CTfRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLET EQUIPPED W/ GROUND FAULT MTEWPTER (TAMPER RESISTANT TYPE) II OV FLOOR EQUIPPED W/ GROUND FAULT ® OUTLET INTERUPTER (TAMPER RESISTANT TYPE) Q) 110V SWITCHED EQUIPPED W/ GROUND FAULT OUTLET NTERUPTER (TAMPER RESISTANT TYPE) IUdV GFI ECUIPPED W/ GROUND FAULT MTERUP ER (TAMPER RESISTANT OUTLET TYPE) 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET SWITCH 3 SWITCH 3 -WAY OPERATION 4 SWITCH 4 -WAY OPERATION DIMMER SWITCH WALL MOUNTED � o LIGHT WALL SCONCE PRE -WIRE y� CEILING z j MOUNTED LIGHT O RECESSED CAN VAPOR PROOF RECESSED CAN VENT FAN VENT FAN W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP O FUORESCENT WRAP AROUND Q � 24' FLUORESCENT 48' FLUORESCENT D PANEL - STRUCTURED WIRE PANEL METER O' SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED ® CARBON MONOXIDE BATT. BAM-UP V HARDWIRE DETECTOR INTERCONNECTED SMOKE / CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR COMBO INTERCONNECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET O CEILING FAN / CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ LIGHT BOX MARKED AS SUCH FOR INSPECTION CEILINCs BOX REQUIRED TO BE O J -BOX SUPPORTED IN ACCORDANCE W/ BOX MARW AS SUCH FOR NSPECTION O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY W h SYSTEM KEYPAD 0 DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. u DISCONNECT Ty TELEVISION JACK q EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 8 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE - - - -- - - - LINE OF 15T. FLR. BELOW I I LINE OF 1ST. FLR. BELOW SECOND FLOOR ELECTRICAL PLAN rA,R�CH,TECTS PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: SECOND FLOG ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA kJA S CANTWELL R NO 12079 : 11/26/16ALE. 1/4"=1'-0" .i. d V Q) ti � o V z Q � a y 0 w U u_j W h q 0 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: SECOND FLOG ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA kJA S CANTWELL R NO 12079 : 11/26/16ALE. 1/4"=1'-0" .i. SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER #30 FELT PAPER (OR APPROVED EQUAL) RE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, GABLE ROOF TRUSS DO NOT EXCEED 4' DO NOT EXCEED 4" 6TH EDITION (2010 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES 1„ �„ AT FIRST (2) BAYS �„ � DRYWALL �" 2 DRYWALL WINDOW/DOOR JAMB METHOD PER NAILING SCHEDULE )--- (4'-0" O.G. e SHEATHING SEAMS) P.T. Ix4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER q BLOCKING FASTENER METAL DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT)DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 SUIP ED DOOR CASING SCHEDULE VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-10' NIGH MEMBER w/ (2) 12d NAILS S" FROM a (ATTACHED TO BLOCKING „ (ATTACHED TO BLOCKING P.T. 1x4 or 5"x4" MIN: (PER ASTM C926) OVER PAPERBACK lAS PER TRUSS ENGINEERING) " PER MFR'S SPECIFICATIONS EACH END and '� IS O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/Y x 9 (1)16" TAPCON (MIN. EMBEDMENT 1 4') 2 -LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOSIMPSON o�USP HIGH STRENGTH' WASHER TIN EPDXY WINDOW TO BLOCK(A4 or +/ WINDOW TO BLOCK(+3 5 8' FROM EACH END and 6 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT MIN. EMBEDMENT 32' O.C. MAX)„ 4„ or METHOD PER "NAILING SCHEDULE” DOOR JAMB TO BLOCK (+ 4 or +4) DOOR JAMB TO BLOCK (+3") (1) DRIVE PIN, S" FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE 18 O.C. MAX SCALE: I'=1'-0' 4E SCALE: r=r-0' MIN. SHANK SIZE .145 w/ 12d NAILS S' O.C. MAX X� �� `) Ie MIN. HEAD SIZE .300 W ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4" TE TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: NOTE: Z' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM - 4 TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ lU' TAPCON ATT OR BLOWN -IN INSULATION 16 C926) OVER CM (R -VALUE PER ENERGY CALCS) DO NOT EXCEED 4' DO NOT EXCEED 4° (MIN. EMBEDMENT 1 4") 8" FROM EACH ' GYPSUM BDARD OR 2" HIGH STRENGTH 8' CMU BLOCK END and IS" O.C. MAX CEILING BOARD DRYWALL 8' CMU BLOCK 1„ or z z DRYWALL (1) DRIVE PIN, S" FROM EACH END and BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 4x4 MIN. 1x4 or 1x2 P.T. NAILER OHC. FILLED U -BLOCK w/ (U #5 �" d � IS" O.C. MAX 1 SINGLE STORY SCALE: 3/4'=1' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING OSB (4° WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. HEAp SIZE .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4" SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and -a 18" O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P, T. 2x(o: INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK(+I 2» STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED MNTE UROBLOK w� �")�6"oMPCAO>�S 6TH EDITION (2011) ) EMBEDMENT 4 R E DOOR JAMB TO BLOCK (+1 %��) THROUGH NON-STRUCTURAL MEMBER (1x or OSB) END and e 18` O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE") SCALE: r=1'-0' (2) DRIVE PINS, 8 FROM EACH END and RE -ENGINEERED ROOF TRUSS a 18' O.C. MAX EMBEDDED STRAP WINDOW TO BLOCK (+3 46") MIN. SHANK SIZE .145 ATT OR BLOWN -IN INSULATION MIN. HEAD SIZE .300 (PER PLAN— (R -VALUE PER ENERGY CALCS) NOTE: DOORJAMB TO BLOCK (+3 16) MIN. EMBEDMENT 1 1' SHIM AS NEEDED SCALE: 1 -1 0 4F .- X x TO PLUMB JAMB. METAL DRIP EDG $' GYPSUM BOARD OR 2' HIGH DO NOT EXCEED 4" P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD S' CMU BLOCK SECURE TO BLOCK w/ (2)16" TAPCONS VENTED -�ONC. FILLED U -BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT 1 4") 8" FROM EACH ALUMINUM SOFFIT (1) #5 CONTINUOUS REBAR P.T. 2x 1x4 or 1x2 P.T. NAILER SHIM AS NEEDED END and 6 18" O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING p I WINDOW (PER PLAN) RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4' WIDE MIN.) TO PLUMB JAMB. or (SIZE AND REINFORCEMENT DO NOT EXCEED �" (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW DOOR CASING 4 6 18' O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING S' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONSI" � DRYWALL MIN. HEAP SIZE .300 NOTE: P.T. 1x4 or 4"x4' MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4" STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION �" FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (lx or - OSB) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS)" 1, 16 SECURE 2nd 2x TO STRUCTURAL Lu/ 16 TAPCON MIN. 14 EMBEDMENT INTO BLOCK MEMBER w/ (2) 126 NAILS S" FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4" TAPCON PLACE SILL (PER BLDR z' GYPSUM WALL BOARD EACH END and IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") S' FROM EACH 2' TEXTURED CEMENTITIOUS (1) 05 REBAR VERTICALLY INWINDOW TO BLOCK (+1 1%6") PER MFR'S SPECIFICATIONS) END and @ 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL 15 NOTE: (1) DRIVE PIN, S" FROM EACH END and C926) OVER CM (LOCATION PER PLAN) DOORJAMB TO BLOCK (+1 6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX 8" CM —3" F.T.FURRING STRIPS 16" O.C. 4C THROUGH NON-STRUCTURAL MEMBER (lx or i" OSB) 4SCALE: 1'=1'-0' i6 MIN. SHANK SIZE .145 w/ 4" TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 --WOOD BASE MIN. EMBEDMENT 1il4" ° I/ - I E�]__ NOTE: WINDOW TO BLOCK (+3yl6") SHIM AS NEEDED To PLUMB JAMB. DOOR JAMB TO BLOCK (+3yl 6 P.T. (2) 2x6: ° SECURE TO BLOCK w/ (2) �" TAPCONS CONCRETE SLAB DO NOT EXCEED 4" 4G SCALE: 1'=I'-0' 4 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH 1:1AND REINFORCEMENT) S' CMU BLOC END and 6 18' O.C. MAX —EXTERIOR WALL FOOTING z' DRYWALL UPLIFT UP TO 1,115 lb or (SEE FOUNDATION PLAN FOR SIZE (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or Ix2'P.T. NAILER (2 [ ROIVE PAINS, 8' FROM EACH ENE) and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) SIMPSON HT820 w/ (10) lOd NAILS TO TRUSS 2 P.T, ix (4 WIDE MIN.) I„ SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BONA BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING UPLIFT UP TO 2 350 ib ONTINUOUS BONA MIN. EMBEDMENT 1 4" BATT INSULATION ADHERED TO CEILING S' GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS BEAM (2) SIMPSON HTSZO EACH SIDE OF TRUSS w/ BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10) lOd NAILS TO TRUSS 4 (4) 4'X2 4° TAPCONS------- - --- - P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or 16' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) 4" TAPCONS - FROM EACH -� - - --- w/ 16" TAPCON MIN 1 4' EMBEDMENT INTO BLOCK 4 END and MAX TAPCONS MIN. or OPENING 22'x 30' MIN. OOp CASING AT SIDE (+24WINDOW TO BLOCK 2 %" 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ) 3 ATTIC ACCESS 2' APART e 18° O.C. MAX NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4 ") TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SCALE: N.T.S. ' 4D 5 MIN. HEAD SIZE .300 SHALL COMPLY WITH MIN 30 HEADROOM WOOD CASING � GYP. PER R801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) SCALE: P=r -0' SCALE: N.T.S. MIN. EMBEDMENT 1 4" A R C H I T E C TS 1441 N. KUNALU KFAUAN ULVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 C6 0 E 0 C m L SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JAM_$ CANTWELL HRf NO 12079 DT ( 11/26/18 S0 LE:1/4"=1'-0" S EET D 1 NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %8" .131 110,000 RING ROOF DIAPHRAGM - ASPHALT SHINGLE 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED 0.5.8. or y' CDX PLYWOOD - 8d RING SHANK GUN NAILS 6 4' O.C. e SUPPORTED PANEL PER INCH) 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS EDGES AND ad RING SHANK GUN NAILS 6 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4" O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)Y" x 9" 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET IN 51MP50N OR USP HIGH —DOUBLE TOP PLATE TO STUD -DOUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL STRENGTH EPDXY (6 MIN. w/ 51MP50N 5P4 (USP 5PT4) w/ 6IMP50N 5P4 (USP 5PT4) Q EMBEDMENT) 32' O.C. MAX s 32' D.C. MAX CDX EXTERIOR PLYWOOD or 15/2" APA -RATED 0.5.5. (AS PER MANUFACTURER'5 0 2x 5TUD5 s 1(o" O.C. MAX 2x 5TUD5 6 16" O.C. MAX INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS Q 4" O.C. a 5UPPORTED PANEL NOTE. (])ANCHOR BOLT UNLE55 NOTED OTHERWISE UNLE55 NOTED OTHERWISE EDGE5 AND ad RING SHANK GUN NAILS e 6" O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL.Lu a LOCATED 6" FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4" O.C. EDGEWISE, TOP CHORD BLOCKING -a 4" a BOTTOM (1) NEAR MID -CENTER BLOCKING s MID -WALL BLOCKING 6 MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE ENP. O.C. MAX IN FIRST (2) FRAMING SPACES 6 EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS (o' 0.5.8. or Y2" PLYWOOD or %" ZIP BOARD 5Y5TEM - ad RING SHANK GUN NAILS 4" O.C. or RAFTER 2" GYPSUM WALL BOARD " GYPSUM WALL BOARD PANEL EDGE5 AND Sd RING SHANK GUN NAILS 4" O.C. TOP 4 BOTTOM PANEL AND Sd RING ROOF SHEATHIN 1) *5 REBAR VERTICALLY INSECURE BOTTOM PLATE TO 5LA5 w/ SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE 5UPPORTS. SEE DETAIL. CONC. POURED CELL Y" 9' ANCHOR BOLT 2" WASHER (LOCATION PER PLAN) x w/ NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM a SET IN 51MPSON HIGH STRENGTH ANY MANUFACTURER. z EPDXY (OR EQUIVALENT) 6" n --SECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.C. MAX NAIL REQUIREMENTS � ONCRETE SLAB 5LA5 w/ (1) 10d CUT NAIL TUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR SIZE 32" O.C. MAX SIMPSON 5P4 (USP 5PT4) 6 32" 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %8" .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) °° O.C. MAX BUILDING LENGTH ° ONCRETE SLAB a ONCRETE SLAB a --�' � � � � —INTERIOR BEARING -WALL FOOTING ROOF SHEATHING LAYOUT AND ENDWALL ° ° a (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE ENE) FRAMING as AND REINFORCEMENT) ° XTERIOR WALL FOOTING NTER10 BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING Sd RING SHANK GUN NAILS e 4° OL. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE TOP a BOTTOM EDGE5 AND REINFORCEMENT) AND REINFORCEMENT) AN[) REINFORCEMENT) . , . . . . . . . . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT SCALE: 3/4'=V-0' 4 A SCALE: 3/4'=1'-0' 413 SCALE: 3/4' =1'-0' n ad RING SHANK GUN 0 NAILS 6' O.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 Z n 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE f:3L SECURE TOP PLATES w/ 16d COMMON NAILS 6 4' O.C. V_ z 2-ROIU5, STAGGERED TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 0 = o (0.5.5. TO BE STRUCTURAL GRADE) TOP PLATE ---DOUBLE TOP PLATE TO STUD NZ qi Lu/ 51MP50N 5P4 (USP 5PT4) Z 2x WOOD or METAL 5TUp5 32" O.C. MAX ° tY ° 6 24" O.C. MAX z2x CONTINUOU5 5TRE55 «� d 86 RING SHANK GUN NAILS a 12" (NOT LOAD BEARING) BLOCKING 6 MID -WALL CD 03z Q O.C. IN FIELD 2x 5TUD5 s 16" O.G. MAX z z or UNLE55 NOTED OTHERWISE Q n ad x 3" SCREW SHANK BALLISTIC NOTE: 5T FLOOR 5TUD5 TO 2ND FLOOR 5TUD5 z o ELECTRO GALVANIZED STRIP Q n DO NOT SPLICE TOP PLATES WITHIN (o'-0- SECURED w/ SIMP50N OR U5P M5TA3(o o NAILS 6 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL �a' TSG SUBFLOOR (ATTACHMENT " i4" TSG SUBFLOOR (ATTACHMENT z � Q SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER 'NAILING SCHEDULE') Lu >� UNTHREADED SHANK TO EXTEND m BEYOND THICKNESS OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 5UB-FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' T$G 5U5 -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXP05ED MEMBERS TOP PLATE SPLICE DETAIL 2x 5TUD5 e 16" o.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) SCALE: 3/4'=1'-0' OUSLE TOP PLATE UNLE55 NOTED OTHERWISE 2" GYPSUM WALL 50ARD 2" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 —PRE-ENGINEERED GABLE TRU55 BLOCKING MID -WALL BLOCKING a MID -WALL NOTE: DIAGONAL BRACE CENTER OF TRU55 5PAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ TRUSSES AT FIRST (2) BAYS — Y" x 9' ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. 2x 5TUD5 16" O.C. MAX SET IN 51MP5ON HIGH 5TRENGTH DIAGONAL BRACE TO BE 6 ANY 5PAN 15'-0" OR (4'-0" O.C. e SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY COR EQUIVALENT) 6" GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 12 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS 0 EACH TRU55 (DIAGONAL SLAB w/ (1) 10d CUT NAIL 6 ':`,;TUD TO BOTTOM PLATE w/ 0'-0" - 30'-0" USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32" O.C. MAX SIMP5ON 5P4 (USP 5PT4) @ 32" 30'-1' - 60'-0" USE (3) X -BRACE $# (1) X -BRACE s CENTER 4 (2) BRACES ° ° ° ° O.C. MAX a° a ° ° a ° DIVIDED EQUALLY FROM CENTER TO END a ONCRETE SLAB a ONCRETE 5LA5 (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFF5ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10" HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (A5 PER TRU55 ENGINEERING)AND REINFORCEMENT) AND REINFORCEMENT) PLA5TIC OR METAL WEEP 5CREE - A. -A... A �rA Two STORY LAW. TWO w. w/ NO UPLIFT STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION X k 7B 5 A SCALE. 3/4'=1'-0' 5 B SCALE: 3/4'=1'-0' SAME X -BRACING REQUIREMENTS) WA2 CONT, 2x4 RAT -RUN ATTACHED TO EACH GABLE X- BRACING TRU55 w/ (2)124 NAILS INSTALLED 6 MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=1' or 10'-0" O.C. MAX A R C H I T E C TS Design Groupinc. - - ---------------- LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: SECTIONS/ DETAILS ARCHITECT [STATE OF FLORIDA Q® 11 JAM58 CANTWELL NO 12079 DA. 11/26/18 Sc :1/4"=1'-0" 2x RIDGE ONE 51ZE LARGER THAN 1 RAFTER SIZE w/ MIN. (3) 12d NAILS �- PRE-ENGINEERED TRUSS or MIN. (4) 10d GUN NAIL f 1x6 COLLAR TIE a EVERY OTHER RAFTER w/ MIN. (3)]2d NAILS or o Q S' GYPSUM BOARD OR m h4h°a' MIN. (4) 10d GUN NAIL NIGH STRENGTH CEILING I—SIMPSON VTCR or USP VTT ` ili'i'i'a, o SPACING (l) EACH END 2x RAFTER BOARD \\ AND 6'-0' O.C. MAX Ix8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2) 12d NAILS or (3) 10d GUN NAILS a EACH TRUS' GYPSUM WALL BOARD ` IIIII �I IIII IIIII 2x WOODS STUDS a 24" O.C. 01C RAFTER TO TRUSS w/ SIMPSON(SIZE PER PLAN) a MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES � PENETRATION w/ SIMPSON or USP M T A24 a /SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS a EACH END. 4 SCALE: 3/4'=r-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY NAILS a 32' O.C. MAX 1 TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=1'-0' �� 2x4 SECURED TO GABLE END w/ (2) 12d a EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED 6" - S' O.C. MAX SIZE AND REINFORCEMENT) —WATER RESISTANT BACKERBOARD (DEN5HIELD) 2x4 RAFTER a 24' O.G. /2' DEN5HIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) 51MP50N L30 or USP A3 INTERIOR NON-BEARING WALL or 5" CMU BLOCK WALL APELA5TIC AQUA DEFENSE WATER PROOF a BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES)RE-ENGINEERED TRU55 AULK BEAD BETWEEN DEN5HIELD 2x4 BLOCKING a EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED a 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) g" GYPSUM BOARD OR VARIES PER PLAN INSTALLATION 5IMP50N H2.5A or USP RTiA 2" HIGH STRENGTH CEILING SHOWER PAN a EACH RAFTER TAIL CONNECTIO BOARD (FIBERGLASS OR CERAMIC) 51MP60N L30 or USP A3 3 %" TOP CHANNEL (25 GAUGE) a TOP OF EACH RAFTER CONNECTIOI TOP CHANNEL TO TRU55 w/ SHOWER SEAT FRAMED OVERHANG DRYWALL SCREWS (EACH TRUSS 2 or 24" O.C. MAX) SCALE: 3/4'=r-�' S SCALE: 3/4' = I'-0' 2" GYPSUM WALL BOARD 3 %8" METAL STUDS (25 GAUGE) a 24" O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12" O.C. A SECURE 2x TO CMU w/ (2) %6" x 3" TAPCONS WITHIN 8' OF EACH END AND a18' O.C. MAX 3 %' BOTTOM CHANNEL (25 ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or w/ CUT NAILS BLOCK SLAB w/ 10d x I' MIN. MASONRY DRIVE PIN ,@ IN. SHANK NAIL w/ WASHER 32" O.G. MAX. 51ZE .145 EMBEDMENT OF I Y4') EACH END AND a18" O.C. MAX ONCRETE SLAB -- (SEE FOUNDATION PLAN FOR WALL SHEATHING O' 51ZE AND REINFORCEMENT) ATTACHMENT METHOD o ° 'NAILING SCHEDULE") ECURE 2x6 MIN. TO BLOCK w/ . 2x8 STUD BLOCK _ (2)y' x 9' ANCHOR BOLTS w/ 2' NOTE: o WASHER SET IN SIMPSON or USP STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT '! B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) -�- z z INTERIOR NON-BEARING WALL METAL STUDS SCALE: 3/4'=1'-0' I � I -- --SECURE 2x6 MIN. TO BLOCK w/ �� i.. U REBAR VERTICALLY IN CONC. POURED (3)� x 9 " ANCHOR BOLTS w/ 2 TEXTURED CEMENTITIOUS E (M 8 MIN WITHIN 0' OF ! --- ROUGH OPENING (UP TO S'-0') 1 (TYPE AND PE R T ' — PRE R PLA - � - —1 I PER MANUFACTURER'S SPECIFICATIONS I' MIN, SLIDEVERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER 3 SCALE: 3/4'=V-01 6 SCALE: 3/4'=V-0' SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H IT E C T3 DesoilnGroun�.---I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 .a es gngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA Noy 2 T 2MB DATV 11/26/18 SHEET D3 OR POURED IN j WASHER SET IN 51MP50N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) - CE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" C92(o) OVER CM 8" CMU BLOCK EMBEDMENT EATHER STRIP MOLDING AROUND DOOR 8" CM o. (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y2' x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 PT BUCKS STRENGTH EPDXY (MIN. 6" EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I' MIN, SLIDEVERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER 3 SCALE: 3/4'=V-01 6 SCALE: 3/4'=V-0' SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H IT E C T3 DesoilnGroun�.---I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 .a es gngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.035/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA Noy 2 T 2MB DATV 11/26/18 SHEET D3 SHINGLES —SHINGLES OR TILE (PER COMMUNITY SPECS) OR (PER COMMUNITY BATT OR BLOWN -IN INSULATION SPECS) REFER TO DETAIL 1/D2 FOR GABLE (R -VALUE PER ENERGY CALGS) OVER #30 FELT PAPER (OR APPROVED OVER 1130 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU55 EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED TWIST STRAP (PER PLAN) THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS �" �(�� ,� OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLAT �% �� ATTACHMENT METHOD PER "NAILING OVER ROOF SHEATHING (TYPE AND 14 ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS SCHEDULE') „, (4'-0' O.G. e SHEATHING SEAMS) >iz^ METAL DRIP EDG 'GYPSUM BOARD OR Z" HIGH SCHEDULE - 2x6 SUB -BAN STRENGTH CEILING BOARD METAL DRIP EDG AIL VENTED IMPSON SP2 (USP SPT24) EVERY 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS ALUMINUM SOFFIT VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH 2 x 2" WOOD SCREWS is EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) _ ALL SPACER FOR CONDITIONS WHERE TRUSS AND - PER PLAN E STUD LINE-UP, USE A 5IMP50N HILA PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO 2x4 STUDS 16' O.C. (USP RT16A) DOUBLE TOP PLAT EACH TRUSS w/ (2) 12d NAILS WINDOW HEADER ALL INSULATION INSTALLED tv MID -POINT OF TRUSS (SIZE PER PLAN (R -VALUE PER ENERGY CALLS) $" TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0' O.C. MAX _ 2x8 BLOCKING SECURED w/ (3) 12d 8" TEXTURED CEMENTITIOUS COATING MIN. --WINDOW (PER PLAN), ATTACHMENT (PER ASTM C926) OVER PAPERBACK �—BATT OR BLOWN -IN INSULATION Q - NAILS a EACH EN (PER ASTM C926) OVER PAPERBACK PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED -VALUE PER ENERGY CALLS) EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER � X " WALL SHEATHING (TYPE AND ATTACHMENT I_ SECURE 2x4 TO DBL TOP PLATE w/ %s' x 6" 2 -LAYER WATER RESISTANT BARRIER, OVER WINDOW SILL METHOD PER "NAILING SCHEDULE" THRU-BOLTS 6 32" O.C. MAX, then SECURE GABLE - WALL SHEATHING (TYPE AND ATTACHMENT TO 2x4 w/ 12d NAILS 60" O.C. MAX METHOD PER "NAILING SCHEDULE')EXTERIOR BEARING STUDS WALL INSULATION or - RYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS Q TOP [ SIZE AND SPACING PER NOTE 021 (R -VALUE PER ENERGY CALLS SECURE GABLE TO DBL TOP PLATE w/ 6IMP50N OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGA10 6 24" O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL t? GENERAL NOTES SHEET GN)] (SIZE PER PLAN ( (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING f or SHEATHING MUST NOT BREAK WITHIN I, �4' TtG SUBFLOOR (ATTACHMENT v SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N METHOD PER 'NAILING SCHEDULE') M5TA24 32" O.C. MAX RAILING DETAIL 1'-4" MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION —GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) 4B SCALE: N.T.S. CONTINUOUS 2x6 w/ (6) 16d NAILS a 3 SCALE: 3/4'=I'-0' BOTTOM OF FLOOR TRUSS (BOTTOM 2x6: RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING J7B NOTE: BATT OR BLOWN -IN INSULATION —SHINGLES OR TILE (PER COMMUNITY s' GYPSUM BOARD OR 2' HIGH (R -VALUE PER ENERGY CALGS SPECS) STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUS PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE OVER #30 FELT PAPER (OR APPROVED i GONG. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 4 INCHES (32 MM) DOUBLE TOP PLAT / _\ __ _ EQUAL) INSTALLED PER SECTION R905 OF AND NOT GREATER THAN 2 INCHES (51 MM). x THE FBCR, 6TH EDITION (2011) (U 05 CONTINUOUS REBAR =RECAST LINTEL IF THE HANDRAIL IS NOT CIRCULAR, IT X V X WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG OVER ROOF SHEATHING (TYPE AND ATTACHMENT PER MFR. PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BAN ATTACHMENT METHOD PER NAILING SPECIFICATION MAx GREATER THAN 6 a INCHES (160 MM) WITH VENTED SCHEDULE") A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT 10.OF 2 i INCHES (51 MM). EDGES SHALL HAVE $" TEXTURED CEMENTITIOUS COATING MIN. 8" GYPSUM BOARD OR z" HIGH Q�� X A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATIONEXPANDED METAL LATH, OVER APPROVED 5IMP50N 5P2 (USP SPT24) EACH 2X8 STUD PRECAST OR POURED IN (R -VALUE PER ENERGY CALLS) 2 -LAYER WATER RESISTANT BARRIER OVER WALL SHEATHING (TYPE AND ATTACHMENT 000# UPLIFT CONNECTOR PLACE SILL (PER BLDR -- Z' GYPSUM WALL BOARD METHOD PER 'NAILING SCHEDULE' �zTEXTURED CEMENTITIOUS U #5 REBA VERTICALLY IN m FULL WALL COATING MIN. (PER ASTM GONG. POURED CELL 26 SYP 12 WOOD STUDS a 12" O.C. MAX C92(o) OVER CMU---- e (LOCATION PER PLAN) THE CLEAR SPACE BETWEEN THE y" DIAMETER ANCHOR BOLT 3' P.T. FURRING STRIPS 6 16' O.C. ' 4 HANDRAIL AND THE l2 O.C. MAX w/ 1 EMBEDMENT S' CM F�d_ WALL SHALL BE 1 Y2' w/ 2' DIAMETER WASHER" GYPSUM WALL BOARD WOOD BASEy,. 2x8 SYP #2 WOOD STUDS 6 12' O.C. MAXIMPSON SPI (USP 5PT22) 42' KNEEWAL qEACH 2x8 STUD ° ° ° 7B 1) COURSE TIE -BEAM POURED SOLID w/ � WA2 CONCRETE w/ (1) 05 REBAR HORIZONTALLY --------CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL RECAST LINTEL °WINDOW (PER PLAN), (SIZE AND REINFORCEMENT a . A N REINFORCEMENT) 34' MIN, TO 38' MAX AF.F. o ATTACHMENT PER MFR. PER PLAN) WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE o SPECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) o 1 TWO STORY SCALE: 3/4'=,'-0' 4A STAIR HANDRAIL F- Ii TWO STORY SCALE: 3/4'=1'-0' z w PRECAST OR POURED IN LLI o PLACE SILL (PER BLDR w: X i" z' TEXTURED CEMENTITIOUS s TEXTURED CEMENTITIOUS COATING MIN. (PER w o COATING MIN. (PER ASTM ALL INSULATION 16d NAILS S' O.C. MA (R-VALUE PER ENERGY CALCS) 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM C92(o) OVER PAPERBACK EXPANDED METAL° ~ C926) OVER CM ONTINUOUS 2x4 w/ (4) 16d NAILS -a TOP Q �" GYPSUM WALL BOARD INTO TRUSS w/ (4) 16d NAILS -s EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS _10 _ _ �, " 3�4" TSG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) > 4 ATTACHMENT METHOD PER "NAILING SCHEDULE' Q o --� P.T. FURRING STRIPS 16 O.C. METHOD PER "NAILING SCHEDULE'/4' T4G SUBFLOOR (ATTACHMENT m ! 1) 05 CONTINUOUS REBAR 6 16' O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE') o a o r CONCRETE POURED CELL Sd RING SHANK NAILS a 4" O.C. [SIZE AND SPACING PER NOTE z o (VERIFY PER PLAN) MAX INTO BLOCKING #21, UNDER CATEGORY TIMBER a ON GENERAL NOTES SHEET GN)] RE -ENGINEERS FLOOR T USS N c z o ! a 2,-0„WOOD BASE k PRE-ENGINEERED FLOOR TRUS D R R z I (MSN, IN 5LAa) EMBEDDED STRAP CONTINUOUS 2x6 w/ (6) 16d NAILS m `� o I REBAR 48" LONG w/ 6' NOOK 7B (or EQUIVALENT) BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 6 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE 6 48" O.C. w/ (5) 12d NAILS 76 IS A NAILER FOR WALL SHEATHING). ° --- -- EACH EN WA (PER PLAN) WA2 8' GYPSUM BOARD OR z' HIGH •'' Z 4' CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOARZ' TEXTURED GEMENTITIOUS cO ° G ° A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM - o a -- POLY ETHYLENE VAPOR BARRIER ON WELL CONC. FILLED U -BLOCK w/ C926) OVER CMU 8" GYPSUM BOARD OR 2" HIGH N '� ' COMPACTED CLEAN TERMITE TREATED FILL STRENGTH CEILING BOARD (1) #5 CONTINUOUS REBAR Z 0° 6 �" 3) #5 REBAR ON CHAIRS NOTE: OHC. FILLED U -BLOCK w/ m o 2 LU STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd (1) 05 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=1'-0' PARALLEL TO BLOCK TO BLOCK TWO STORY SCALE: 3/4'=1'-0' A R C H I T E C T S 4 Desmign Grou�rn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.035/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA `i 1' 70% JAMES.CANTWE AR MO 12079 DATE 1/26/18 SCA :1/4"=1'-0" SHEET D 4 MSTCM40 1/1b' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL A STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL A STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — OUTSIDE CORNER M5TCM40,\ ( INSTALLED ON TOP OF WALL SHEATHING SCALE: N.TS. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD v 2x4 EXTERIOR WALL STUDS 7x4 60ttOM PLATE PLAN VIEW — 2x4 WALL MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL ` STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: V.S. NTT -4 SECURED TO STUD W/ (20)10d X 1 I' NAILS 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) lbd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: =MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 V 7/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) lbd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: = MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 IV 2X EXTERIOR WALL STUDS SECOND FIN. FLR 2X EXTERIOR WALL STUDS J' t t G SUBFLOOR GLUED " NAILED AS PER NAILING SCHEI SECOND FIN. FLR DBL. .. m 2x4 BOTTOM P u • TOP OF • MASONRY WALL 2x4 EXTERIOR WALL 5 ' z • � ZJ • • N W ELEVATION VIEW A SCALE: KTS. ELEVATION VIEW B SCALE: N.T.S. IDS 1/16' O.S.B. SHEATHING OR 1/2' ....,. PLYWOOD ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLATE 2X6 EXTERIOR WALL STUDS 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR PLAN VIEW — 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) #5 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X I NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) U PLAN VIEW — 2x6 WALL -ENGINEERED FLOOR TRUSS [C. FILLED LINTEL BLOCK W/ (1) 15 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS A.T.R. IN HIGH STRENGTH EPDXY 1' EMBED) 2X EXTERIOR WALL 5TUD5 NTT -4 SECURED t0 STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/6' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 1' EMBED) 5/8' A.T. i � TOP OF PRE-ENGINEERED FLOO i i -ENGINEERED FLOOR MASONRY WALL a z Lu TRUSS (GIRDER DRAWN) i TRUSS (GIRDER DRAWN) /16' O.SB. SHEATHING ii TOP OF WALL CONC. FILLED LINTEL BLOCK W/ (1)'5 OR 1/2 CDX PLYWOOD CONTINUOUS REBAR ° 1/16' O.SB. S4EAtNING SOLID BLOCKING REQUIRED PRE-ENGINEERED FLOOR TRUSS ° OR 1/2' CDX PLYWOOD UNDERNEATH STUD (GIRDER DRAWN) \000000000 HTT-4 SECURED TO STUD ° W/ (20)10d X 1 J' NAILS USP KST260 (ATTACHED PER BEARING POST/ MANUFACTURER'S SPECIFICATIONS) C ELEVATION VIEW BEARING STUDS (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EARING POST/ BEARING SCALE: V.S. EPDXY (MIN. 1' EMBED) STUDS (PER PLAN) Cl 0 ° o v . FOUNDATION (PER PLAN) 9 O b ° �- • ° •° : a,'° o ° ° •` ° ' � EXTERIOR STUD WALL —PERPENDICULAR TO BLOCK ° EXTERIOR STUD WALL 4 OPTION 10411-4 METHOD) 3 CORNER TO POST SCALE: KtS. OPTION #2 (K51260 METHOD) SCALE: Vb. CA R C H I T E C TS Design Group Inc. wnUwwu, M sz IOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I'I"II'll \000000000 StMDIV. LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT : R2065. 05 /00001 PAGE: SECTIONS/ DETAILS ARCHITECT. STATE OF FLORIDA NOV 2 7 201$ JAMES ARI DATE i/26/18 SHE - NOTE: CURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN V-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) FLOOR LINE 77 EXTERIOR BEARING STUDS -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRUSS [ SIZE AND SPACING PER NOTE 021, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON ei GENERAL NOTES SHEET GN)] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) 16d NAILS � TOP RIPPLE STUDS g 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) 1,ING STUDS SIMPSON MT512 or USP MTW12 (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT TO LEDGER 6 24' O.C. REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN) ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTS SECURED t0 TRUSS w/ %a' x 5' (EACH SIDE OF OPENING) LAG SCREWS 9 24' O.C. MAX BEDDED SCRAP JACK STUDS CONTINUOUS 2x6 w/ (6)16d NAILS � (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN 15 A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENT DOOR /WINDOW FOR DETAILS DETAILS AND SPECIFICATIONS) PER PLAN) OPENING EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE $21, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON 1 PERPENDICULAR SCALE: 3/4'=1'-0' GENERAL NOTES SHEET GN)] O ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER NOTE: 0 or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN 1'-4' MIN. FROM 2nd STUDS, SECURED BETWEEN FLOOR LINE ECURE BOTTOM PLATE TO SLAB w/ TRUSS BAYS w/ (3)12d NAILS EXTERIOR BEARING STUDS x 9' ANCHOR BOLT w/ 2' WASHER O EACH EN PRE-ENGINEERED ROOF t [ SIZE AND SPACING PER NOTE "21, SET IN SIMPSON HIGH STRENGTH UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6' 2x STUDS SPACING PER PLA GENERAL NOTES SHEET GN)] EMBEDMENT MIN. 9 32' O.C. MAX MT512 EVERY STU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN SIMPSON MT512 or USP MTW12 4 SCALE: 3/4'=1'-0' 6 Two STORY SCALE: 3/4'4-0' TO LEDGER g 24' O.C. -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGERECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SPS or USP SPTS SECURED TO TRUSS w/ %8' x 5' SIMPSON SP4 or USP SPT4 is TOP 4 BOTTOM LAG SCREWS 6 32' O.C. MAX (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) a. BEDDED SCRAP (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS CAST LINTEL -fRE(SIZE CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) AND REINFORCEMENT \---DOUBLE TOP PLATE HEADER OUBLE TOP PLATE PER PLAN) RIPPLE STUDS 0 16' O.C. MAX (SIZE PER PLAN) ING STUDS SIMPSON or USP MSTA24 LEDGER CONNECTION AT 2 FLOOR TRUSS HEADER E DER (SEE 'MINIMUM WALL AND HEADER STUD a EACH JACK STUD PARALLEL SCALE: 3/4'=1'-0' (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2x8 SYP 02 WOOD STUDS 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING t0 BE WITHIN Y' OF ECURE JACK STUDS t0 HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 1/16' 0.515. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS e TOP OF C (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS (2) KING SCUDS EACH ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) EXTERIOR BEARING T UDS ERS ONE PLY At A TIME. USE 12d NAILS, (2) 1/16' O.S.B. SHEATHING OR I/2' CDX [SIZE AND SPACING PER NOTE X21, WITHIN 6' FROM EACH END t NO MORE 2X EXTERIOR STUDS PLYWOOD OVER PRE-ENGINEERED � UNDER CATEGORY TIMBER ON THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] NOTE: ROOF ff JACK STUD ASSEMBLY TO BE o CONDITIONS MAY 0 SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END 4 Q Q Q Q NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR --WINDOW SILL w/ CRIPPLE STUDS ,@ 16' O.C. ECURE EACH JACK t KING STUD o TO BOTTOM PLATE w/ SIMPSON SP4 ' DIAMETER ANCHOR BOLT a 12' O.C. or USP SPT4 MAX w/ 1' EMBEDMENT w/ 2' DIAMETER o ; ; WASHER TOP OF WALL O HEATHING TO LAP TO TOP OF SIMPSON or USP MSTAM24 ,s EACH JACK MASONRY WALL SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED w/ (3)Y4' x I %' TAPCONS TO FROM 2ND FLOOR LINE •.•. CMU w/ MIN. 2' COVER 4 2' APART PRE-ENGINEERED CONT. 2x6 w/ (6) lbd NAILS � 2x6 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS ° ° (BOTTOM 2X615 FOR WALL BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 5 7 PARALLEL SCALE: 3/4'=I'-0' Two STORY SCALE: 3/4'=I'-0' Two STORY SCALE: 3/4'=1'-0' A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0a5/00001 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA 10111115% DATE:/11/26/18 sc Rx �I'I"II"I \ODOOODODOJ SUHDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0a5/00001 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA 10111115% DATE:/11/26/18 sc Rx Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Slidino Glass Doors - DOUBLE PANE LOW E Sliding Glass Doors Vinyl FL4 Windows 14634 10432426I EA 12/0 X 8/0 I DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 95 1/2" -TO 190 1 2" 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 95" 14634 16100 _1-_____11 11. - 1111..- L0367192 I . __ EA ._ ._ ., _.,_ _- _ __ ---- ... 1 _ . 26 TW W/ARCH _ .. -__ ----- , .._ 1111.. _ 1111__ 1 . WDW VINYL SH W/GR & SCRN _-. _ 1... _--11 _1.. 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LO434442 I EA 1 26 TRIP _ _ 1111... _ -1--1_-1___-_-1____11._ 1111 ,. 1111 .. _ _. ___ , _ ( WDW VINYL SH CLEAR NO GR W/SCRN ,r_ .._ _. __ T_- ._ . 1111 _ ._ __ - - I 111" X 72" ---- 1111__ _. _ 1111 .. _ . _. 1111 r_ _ _ _. - _. _. _ _ - _ .- _ EA 2/8 8/0 Door I 35 5/8" X 991/16" 1 341/8" X 98 5/16" _ 1111._ , , 1111 1111 _.11-.----1_.1.-- . -1-1--1-1--_-_11-_ _ .. 1-t11.1-1--1_1-_ .. ,, 1111 1111_. _.�,.. �... -1-1---111-1, - 1111_ 1111 _..-t- ._,..1-11-1111--_11 , _.11__-_111_1-_,-- _ ..._�,� �..� _ ._.�._ _.,_- .w. . �.....w�_.. ,. - 1-11 _ ., 1111,.. ,_ 1111 . 1111 __. 1111 1111 _....... ..._.....,. _ _ ,"....I _ _ 1111. _ ... ., . .. .. .,. .EA...._,� _ -3/0 8/0-_ � ___-.,,_. _ .__......._._ _,-. ,-._ _... _1111 Door ...._.�_.,1 111 .11.11. ..... 1111_. ,.. _.. .._ __ 39.58",.X 991/16" 1.1.11. ... .. _ ....381/8" X 98 5/16". _ . A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX.407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE LOT 35 MODEL: ESTERO BAY (VERSION#02) PROJECT-": R2065.0:15/00001 PAGE: WINDOW SCHEDULE ARCHITECT- STATE OF FLORIDA DA P: 1./26/18 S .SLE: 1/4'1=11_019 \000000000 SUHDIV. & LOT: KENSINGTON RESERVE LOT 35 MODEL: ESTERO BAY (VERSION#02) PROJECT-": R2065.0:15/00001 PAGE: WINDOW SCHEDULE ARCHITECT- STATE OF FLORIDA DA P: 1./26/18 S .SLE: 1/4'1=11_019 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH s 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %a' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED I' O.G. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM 01063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY 6E IN AppI710N TO WALL SCUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION OR LE55 PIPE PENETRATION STARTING WITH THE 60770M HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE CORM SLASH I IN HALF (LENGTH WISE 1U17N ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE 50T70M HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBG R103.7.1 IN. TO S' &�P M 16' TO 8' EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A 01 rjr 1 INSTALL FASTENERS (CL IP5, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING (��PIPE PENETRATION DETAIL 8" THICK, 3 COAT CEMENT PLASTER WR5 LAVER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED -91' (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 6' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 TYPE "M" CONTROL JOINT SCALE: KTS. NOTE: APPLY SEALANT AT "M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5. 01 rJr 0�0 TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: 51DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (121 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). AS PER ASTM 01063 1.8.1. NOTE- FOR OTE:FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU 5HEATHI WR5 #1 TAPED T SHEATHING w/ Wi #2 OVER TOP. Wf 02 TO BE LAPPS_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE I' ' MIN. LAP HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: KTS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. 5PEC5) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'X1' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP 4 "L" FLASHING SCALE: V.S. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6" ,s HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a a SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM 0-841-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RESISTIVE BARRIER A R C H IT EC T S Design Grou�r��. 3.441 N. KUNALU KtAUM 6LVU. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000► sUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT • R2065.0a5/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA DA* } 11/26/18 s E�M�T� A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r TEXTURED CEMENTITIOU5 COATING WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) X: WRB LAYER #2, FORTIF15ER BUILDING x; WOOD SHEATHING Y $' Tl-LICK, 3 COAT PAPER (OR APPROVED EQUAL) :: VENT CAP 15 TO BE SET IN CONTINUOUS 5ED OF GEMENT PLASTER WRB LAYER �1, STUCCOWRAP (OR APPROVED � SEALANT. PREMANUF, DRIER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. ,X APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 /' ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES DIVERTER 1' MIN. .i�:;,�u��". SELF-ADHERING FLASHING " 51DE5, Y' SEALANT JOINTS ALL AROUND $ THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH 68 RRYER �VIN�I�Bll�IK at.e: N.r�s. DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIF15ER BUILDING ::..� PAPER (OR APPROVED EQUAL) BUILDING PAPER UNDERLAYMENT � �1�ER VENT FRAME) 6A scrs. OVER "QUICK FLASH'FELT � �o PIPE THROUGH WALL PER FBC 8103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3', FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER 'QUICK FLASH' ASTM C 926-12A. FASTEN �4' O.C. MAX. LENT PENETRATION A .e: Krs. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A \OODDOOODOJ WOOD SHEATHING W88 LAYER 02, FORTIF15ER LEGEND WOOD WRB LAYER *I/ BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER �1, 5TUCCOWRAP INSTALL KICKOUT FLASHING(��KICKOUT WALL DETAIL sca�E: Nrs. WOOD APPROVED EQUAL) _ METAL LATH SHEATHING WRB LAYER #2, WOOD-1/8' OR APPROVED EQUAL AT BOTTOM OF ROOF 4 TEXTURED FIN15H 6 WOOD WRB LAYER 02 INTERSECTIONS FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILDING PAPER (OR 8' CMU MEMBER a 1' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF 5HER-CRETE APPROVED EQUAL) �, =s N 5 N /s TO /8 MID-WALL METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or 1 $THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WEEP SCREED �6' WIDE STRIP SELF STUCCO ° °a SCRATCH COAT PRIOR TO ELEC. METER INSTALLATION WALL %a' TO 1/8' MID-WALL " ADHERING FLASHING, CLEAN WOOD SHEATHING WEEP SCREED MASONRY BEFOREAPPLYING PP SELF-ADHESIVE FLASHING (PER 3/WA1) 6' SELF-ADHERING FLASHING TEXTURED FIN15H a MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: FRAME TO FRAME FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM ELEC. METER FIELD VERIFY �A �A-E: N.r.s. 7B scats: N.Ts. C-841-09/ MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION SEALANT ON TOP 4 SIDES ONLY CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS OTTOM THE BOX, MO B E B REMOVE RELEASE LINER AND APPLY N N MAKE AN 'X'CUT THROUGH USN THE FO P ERM RIGID CAVITY TO FI WITH G R BE FILLED D C O O FLASH 1 PROTECTO F PR E RM L N A THE PROTECTO FORM 1 EPR E R FLASH FLASH 1 INTO THE OPENING L G E PE - O ISO YANAT Y N C POLYMERIC;EPLBLEp I F I SINGLE FASHION TO COMPLETELY G T E L PL L EE IN THE CENTER OF THE O E E ER EB X AN ADHERE TO TH D D E RE E N N FOAM ( AT STUB O SIMILAR) G RE R CO THE ox. VER E B G OR UTLET ou OPENING R LE P E 0 OF H OX. INTERIOR T ER R E B EXTENDING T O NO C 05 L ER WOOD SHEATHING THAN ]'TO CORNER STEP 1 STEP 2 STEP 3 WRB LAYER �1, 5TUCCOWRAP APPLY SEALANT AT TOP (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I COR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E-Z BEAD • ° OVER STUCCO/ C.V. FINISH FLA5H OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE 'D" FELT OVER SELF-ADHERING FLASHING ° .0.0.0 ° (OR APPROVED EQUAL) o0 0: OVER 60 MIN GRADE 'D' o� .0 (SEE TYPICAL WALL SECTION) ELECTRICAL CONDUIT METHOD A5 DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOUSEWRAP FELT-PROVIDE SEALANT o0 00 METAL LATH 8)j:�NETRATION 'PIPE PENETRATION DETAIL" �A: #21 AT ALL JOINTS AND ° .0.0% ° ° INTERSECTIONS EXTERIOR APPLY 1 COAT of SHER-CRETE FLEXIBLE CONCRETE WRB LAYER FORTIF15ER WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 9 ELECTRICAL RECEPTACLE Krs.ra STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � �"I'II"II \OODDOOODOJ 8 m 0 r L SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0a5/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA 1x/26/18 8)6AaLE: 1/4$1=11_01p WA2 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ V WRB LATER #1, STUCCOWRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING � PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER #1, PLASTER STUCCOWRAP (OR AM(o(o- WFWC - 780 CUSTOM CA51NG APPROVED EQUAL) BEAD (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) ' WRB LAYER 02, FORTIF15ER BUILDING :`` `, '✓ PAPER (OR APPROVED EQUAL) WRB LAYER #1, �" 5ELF-ADHEREING FLASHING STUCCOWRAP WRAPPED 6 CORNER OF CANTILEVER (OR APPROVED EQUAL) x MM. AMICO AM6(o-WFWC-180 x AMIGO AM6(o-WFWC-180 CUSTOM CUSTOM CA51NG BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEP5) DO NOT CAULK OR SEAL GAP 10A CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL 4 STICK) (o" PEEL 4 STICK -9 DRIP EDGE TO DECK 1 Y"X1 %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER (o" PEEL 4 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK 1 y"X1 Y�." P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4" GAP FOR BACKER ROD 4 SEALANT s" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA5ING BEAD wCOMPONENTS PULLED —\ , APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO4 4- a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, /L" MIN. SPACE FROM DRIP FACE TO TREX Y" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 / I DECK MEMBRANE, EXTEND OVER DRIP EDGE ',,�3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / A5TM C-847-09, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE615TIVE BARRIER #1 WEATHER RE615TIVE BARRIER #2 J" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11A LP EDGEINSTALLATION Y4" GAP FOR BACKED ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 J/2"X1 )/2" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY IV4" GAP FOR SEALANT 4 DECK TO CANTID LEVER OPT. BACKER ROE) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D l ;BALCONY DRIP EDGE INSTALLATION acei_, Nt8_ mGOMPONENTS PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAp VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE. SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1" O.C. MAX. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) %ER BEAD @ FRAME *_Ll CORNER BEAD (FASTENER 4 5PAC ING -9 1" O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT @�O�NER BEAD 4 .BLOCK .rs. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 (o" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 0/2' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, /V2" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6" 5ELF ADHERING 4 FLASHING 1 /V,2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA5ING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER a" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 1*2 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP COLUMN W GE INSTALLATION L FLASHING A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �'IIII"I'I �000000000� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0 5/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA �oj 17 JAM,ERS DAT $: 11/26/18 s l- :1/4"=1'-0" WA3 WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRR LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLA5HING DRIP CAP WINDOW FLANGE WRB LAYER 1, 5' (OR APPRO� WRB LAYER 02, FORTIF15E PAPER (OR APPRO� 1 " TH CEMEI (o' 5ELI WINUvw ri-/A iur- CASING BEAD @ WINDOW �AM�ENOB�AND�. 13A �: KTa. WOOD CONSTRUCTION BEYONI WOOD 5HEATHIN WEATHER RE515TIVE BARRIER WEATHER RE515TIVE BARRIER: i6' X 1 )/4' LAP SIDING W/(o' REVEA (o' SELF -ADHERING FLA5HINl STARTER STRIP PER MANUFACTURER'S INSTALLATION' INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL 'Z' FLA5HIN STUCCO CA51NG BEA SIDING TO STUCCO @ BLOCK TO FRAME TRANSIT :6- At W. UTA WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 %6' X I y4' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'5 INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%8' FLEXIBLE PVC BACKER ROD) (o' 5ELF-ADHERING FLASHING %8' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 �TUCCOWRAP > EQUAL) IG =ORTIFIBER R (OR IAL) T :R WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LATER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH S' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD (o'5ELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRR LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'CODED 8 aRirY) " THICK, 3 COAT W FOR \ CEMENT PLASTER WINDOW FLANGE IURB LATER "I, 57UCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASINCs BEAD WRR LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER (o'5ELF-ADHERING FLA5HING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND 13B : KTP. " 5ELF-ADHERING FLASHING EATHER RESISTIVE BARRIER #1 EATHER RE515TIVE BARRIER 02 TARTER 5TRIP PER ANUFACTURER'5 INSTALLATION 15TRUCT I ON5 ' 5ELF-ADHERING FLASHING .ALV'D METAL 'Z' FLASHING 10 NOT CAULK OR SEAL OPENING FALV'D METAL 'Z' FLA5HING TUCCO CA51NG READ WOOD CONSTRUCTION BEYOND 6' 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 GALV'D METAL 'Z' FLA5HING DO NOT CAULK OR SEAL OPENING WEATHER RE515TIVE BARRIER 01 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING 6' 5ELF-ADHERING FLA5HING WEATHER REsisrivE BARRIER I E -T BEAD VINYL (OR APPROVED EQUAL) CASING (lU/%8 FLEXIBLP PVC BACKER ROD) WEATHER RESISTIVE BARRIER "2 SIDING TO STUCCO FRAME TO FRAME TRANSITION r&sf-a LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a . a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-S4l-09, MIN. 2.5 LRS, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT SET — WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER a STUCCO TO 51DING TRANSITION SIDING Ys' GAP TYP CASING BEAD TO TRIM , ..f; .. . / /bw� $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOL) SHEATHING '--WRB LAYER #1, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG READ (o' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD WOOD SHEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) !'THICK/ 3 COAT CEMENT PLA5TER $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD CASING BEAD @ RAISED BAND FRAME @FCZE NLT CA GAP T, -P METAL LATH CASING BEAD /a=Al ANT TO GAP WINDO WRB LAYER #2, FORTIF15ER BUILDING / PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME� WRR LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) 6' WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG 2X FRAMING (W/%8' FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY FULL RED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING 17 MALE: V.S. WOOD SHEATHING WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH a' TH I CK, 3 COAT CEMENT PLASTER " THICK, 3 COAT CEMENT PLASTER METAL LATH WRR LAYER 02 FORTIF15ER RER BUILDING PAPER (OR APPROVED EQUAL) E -Z READ VINYL (OR APPROVED EQUAL) CA51NG (W/%8' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / (o' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUHDIV. 7 LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT : R2065.05/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA DA : 11/26/18 81 11/4"=1'-0" WA4 CUT HOUSEWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP SECURE HOUSEWRAP (O P UNDER) at HEA STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP (jj)sca.e: KTA (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT s WINDOW/CMU JOINT. FLUID APPLIED FLASHINGs (LANCO WHITE -SEAL RC -865 OR EQUAL). SLOPE SILL TO EXTERIOR FLASHING FOLD HOU5EWRA IN AT JAM55 4 51L SLOPE SILL R.O. Ti EXTERIOl INSTALL 6' 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 2 ALIGN FLEXIBLE SELF -ADHERING �5HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL APPLY 3/a' NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 . APPLY TO BACK 41LING FLANGE IN ,PUNCHED HOLES OR SLOTS. .N i P, r n NOTE: 1. IT 15 THE CONTACTOR5 RE5PON518ILTY TO VERIFY THE COMPAT15ILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: 5EALANT5 AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 6' SELF -ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP SUPER STRETCH BUTYL FLASHING v r I I.:ND DAMS REQ'D. AT EACH END OF SILL 01Fir r MIN. TEXTURED EMENT I T I OUS COATING VER BLOCK .5EJRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASKING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIT IN5TRUCT I APPLY MEMBRANE FLASHING OVER JOINT 'MIN. TEXTURED ;EMENT I T I OU5 COATING )VER BLOCK oll r u (o' WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT :TO -WRAP 5T-20XL APPROVED EQUAL) s' MIN. TEXTURED CEMENT I T I OU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS s") (MIN. THICKNESS $") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA r,,--�MINIMUM STUCCO THICKNESS � scAI.E: Krs. STEP 5 ►J1L'1 e7 3' MIN. TEXTURED CEMENT I T I OUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS s") SIDING LOOK S. FLORIDA A R C H IT E C T S Design Group �nc. 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \DODOOOODOJ SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT 35) MODEL: ESTERO BAY (VERSION#02) PROJECT : R2065.0a5/00001 PAGE: WALL ASSEMBLY DETAILS ARCHTECT' STATE OF FLORIDA D E: 11/26/18 So AT: 1/4"=1'-0"