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HomeMy WebLinkAbout2329 Kelmscott Ct (a) (2)A R C H I T E C T S ®esissn or G r u I.c. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 I VERSION 01 FOR: RECORD COPY REVIEWED FOR DE COMPLIANCE PIANS EXAMINER DATE SANFORp B LDING DMSION A PERN1IT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A FERMI T PREVENT TFIE BUILDING OF FROM THEREAFTER RF ERRORS IN PLANS, CONISTRUCTION ORCVIOLATTION IONS OF THIS CODE II COMPACTION TEST REQUIRED Results to be Verified ' of Slab Inspection 0© ° n 0©0©OOJ ryanhomes.com #f 8 4302 • STATE of FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL ABV. A/C ABOVE LAV. LAVATORYDATE AIZCONDrITONINo LU,NI. LUMINOUS DESCRIPTION SHEET # DESCRIPTION 4307 VINELAND ROAD, SUITE 102 ORLANDO, FL 32811 (FBCR), 6TH EDITION(2017) ADJ. ALT. A,INIP. ADJUSTABLEI.C. NIEDICINE CABINET ALTERNATEiSIFR. NIANUFACTURER AMPERAGE MIN. NININIUNI CS GN COVER SHEET GENERAL NOTES RYAN HOMES — TAMPA 1409 TECH BLVD., SUITE 202 • ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 BD. CL CAB. CLO. BOARD NITD. MOUNTED CENTER LINE IFFL. ErAL CABINET N: T.s. No'r To SCALE CEILING O.C. ON CENTER 1 2 3 FRONT & REAR ELEVATIONS LEFT & RIGHT ELEVATIONS — FIRST FLOOR PLAN TAMPA, FL 33619 o CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 150 MPH — VASD = 116 MPH • RISK CATEGORY — II • EXPOSURE CATEGORY — EXPOSURE C • 1—STORY RESIDENCE • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CLR.CLEAR CONC. GOND. CPT. C.T. D. DBL. D.G. DIAM. . DI DISP. DP. DR. D.S. DFL. EA. EA. ELEV. PL PROPERTY LINE CONCRETE Y.B. PUSHBUTTON CONDENSER PH. PHONE CARPET PLT. PLATE CERAMICTILE PLYWD. PLYWOOD DRYER PR. PAIR DOUBLE P.T. PRESSURETREATED DUAL GLAZED R. RISER DIANIETER RAD. RADIUS DIMENSION R.A.G. RETURN AIR GRILL DISPOSAL DEEP REF. REFIUGERATOR DOOR RIM. ROOM DOWNSPOUT R.O. ROUGH OPENING DETAIL S.D. SMOKE HNG DETECTOR DISHWASHER S.H. SINGLE HUNG EACH SH'T. SHEET ELEVATION sHTHG. SHEATHING 4 5 5A 5B 5C 5D 5E 6 7 8 9 9.1 SECOND FLOOR PLAN AA/I GFQ4 S l i�V FOUNDATION PLAN FOUNDATION DETAILS DOWEL PLAN LINTEL PLAN (LOTT'S) LINTEL PLAN CAST—CRETE ( ) LINTEL PLAN (QUALITY PRECAST) FIRST FLOOR FRAMING PLAN SECOND FLOOR ROOF FRAMING PLANS ENTRY SECTION DETAIL FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 1 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 WIND SPEED & EXPOSURE CATEGORY BY CONINIUNITY EQ. EXH. ExT. P.G./FX. F.G. FIN. FLR. FLUOR. FR. DR. FTG. GA. GAR. DISP. G.F.I. GL. EQUAL s11WR. SHOWER EYHIAUST SIM. SIMILAR EXTERIOR SL. SLIDING FIXED GLASS SL. GL. SLIDING GLASS FUEL GAS SCD. STANDARD FINIS11 rENIP. TENIPERED GLASS FLOOR TILK. THICK FLUORESCENT T.o.c. "TOP OF CURB FRENCH DOOR T.o.P. TOPOFPLATE FOOTING T.o.s. FOP OF SLAB GAUGE TYP. TYPICAL GAKBAGEDISPosAL U.N.O. UNLESS NOTED GROUND-FAULrCIRCUT OTHERWISE INTERRUPTER V.P. VAPORPROOF GLASS W. WASHER D1 D2 D3 D4 D5 D1 D2 D3 D4 D5 1 STORY WALL SECTIONS & NOTES SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS DETAILS SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS DRAWING / CONTRACT DOCUMENT il�r D D T D REVIEW B`7 1 UILDER v 1 v ai ASTURIA 150—C AYERSWORTH GLEN 150—B THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR BAYBERRY WOODS 150—B CARRIAGE POINT 150—B CHAMPION'S RESERVE 140—B CREEK SIDE 140—B CYPRESS PRESERVE 139—C AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A GYP. BD. TLB. H.C. HDR. IIGT. ORRr INSUL. GYPSUN1BOARD Wi WITH ROSE BIB WD. WOOD HOLLOW CORE WDW. WINDOW HEADER WiH WATER HEATER HEIGHT W.I. WROUGHT IRON INSULATION D6 D7 WA1 WA2 SECTIONS/DETAILS WINDOW SCHEDULE WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS CYPRESS RIDGE 140—B HAMILTON GARDENS 140—B HIGHLAND MEADOWS 140—B HIGHLAND PLACE 140—B WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. INF. INTERIOR WA3 WA4 WA5 WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140—B 'S SQ.FT. CALC.LA LAKES AT LUCERNE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO LUCAKE CLUB A LA YA 150—C LUCA RESERVE 140—B OCOEE PINES 140—B RESPONSIBILITY FOR INTERPRETATIONS OF' ORCHID ESTATES 140—B CONSTRUCTION BY THE BUILDER WHEN NO RFI's IST FLR LIVING 904 SQ. FT. OSPREY LANDING 150—C HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF 2ND FLR LIVINGS 1,265 SQ. FT. THE CONSTRUCTION BASED ON THE DRAWING SET. TOTAL LIVING 2,169 SQ. FT. ENTRY 40 SQ. FT. GARAGE 449 SQ. FT. LANAI 26(0 SQ. FT, OVERLOOK AT GRASSY LAKE 140—B THESE PLANS ARE DESIGNED AND ENGINEERED FOR A WIND SPEED AND EXPOSURE CATEGORY OF 150—C RESPECTIVELY. IN THE CONDITION THAT THIS HOME IS BUILT IN A WIND SPEED AND EXPOSURE PLEASANT HILL 140—B SERENOA 140—B SHADOW RIDGE 140—B SOUTHFORK LAKES 150—B CATEGORY LESS THAN 150—C, PLEASE REFER TO GENERAL NOTES SHEET (GN), SECTION TIMBER, TOTAL 2,818 SQ. FT. SUMMERWOODS(WILLOW BEND) 150—C VICTORIA TRAIL 140—B NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C T S ®esissn or G r u I.c. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 I II 0© 0©0©OOJ SUBDIV. 8t: LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: COVER SHEET ARCHrrECT: STATE OF FLORIDA SEP 1 3 201 DAT'HIY 9%12/18 SC :l/4"=1'-0" SHEET cs OF 9 ,J GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 166. 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) A.1. SLEEPING ROOMS 30 A.2. 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.I. ALL AREAS 10 C. ROOF LIVE LOADS _ C.1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) DA. 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 EA. 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 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 66TH 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 1. 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 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM PRIVATE GARAGE DIRECTLY INTO 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 1 318 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302,5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -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 Y INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4, 5. 6. 7. 8. 9. 10. 11. 12. m 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 V-0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. 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 Y 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 W. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE 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). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ASCE 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 Fm =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 ASTMA615, 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 OFAT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 31, B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. 45, W31 OR 031 AND SMALLER 9" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER Y4" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1W 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TOACCOMMODATE 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 EFFICIENT 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 AGARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TUAnrn 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.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 0.1. 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' COX 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. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI(TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. 18, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W1 FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 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. nl I IAAnIAI^ 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''/:" ANIAFLEX 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH WANIAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CL EANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %' GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS 'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 AA A I\ITCAI A \IAL 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 NOTA PART 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 T S 4Desi n G r0 U Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 O 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 16OMPH/C F 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. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. nl I IAAnIAI^ 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''/:" ANIAFLEX 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH WANIAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CL EANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %' GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS 'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 AA A I\ITCAI A \IAL 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 NOTA PART 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 T S 4Desi n G r0 U Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 O F U W A a h q b co N co o) SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA SEP 1 3 D `E: 9/12/18 SCALE: 1/4"=1'-0" SHEET GN 9 — 4' WIDE / 4' 1 RAISED BANDING (TYP.) � I � HEADER DETAIL 6 6' WIDE RAISED / BANDING (TTP.) r +1 BANDING DETAIL �+ ',—ALE: 3/4 - I'-0' m N in N N 1 +1 10" 8' (3 )SHUTTER DETAIL SCALE: 3/4.1'-0' 2'-a" ? 1' , IL-4" 1/ , 13.i 1' BASE DETAIL 4 SCALE: 3/4 = I'-0' I 3 13'-3 3/4" 2ND SRGr. HGT. UJ/ a" HEEL 4' WIDE RAISED BAND HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. 0 1 loomi 1--mimmmi rml 0 Fmil Ellmllillmil 1=1- m Iml l3' -a 3/4' 2ND SRC:. HGT LU/ a" HEEL HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. - 10' -a 3/4" 2ND F.F. 9'-4" BRC,. HGmT. 3'-0" HDR. HGT.d 0'-0" FIN. FLR. FRONT ELEVATION_ SCALE: 1/4 = I'-0' ELEVATION "L' 13'-3 3/4" 2ND 5RCz. HC -;T. 'UJ/ 3' HEEL DECO SHUTTER 4' TRIM BOARD (TYP.) 10'-3 3/4" 2ND F.F. 9'-4" BRCS, HGT, TEXTURED CEMENTIOUS COATING PER (ASTM C92(o)(TTP) 6' WIDE RAISED SAND (TTP.) STONE VENEER o0'-0" FIN. FLR. REAR E LEVAT10 N SCALE: 1/4 = 1'-0' ELEVATION "L" la' -a 3/4" 2ND BRCz. HLT. ` -'�'Wl a" HEEL 'TRIM BOARD (TTP.) 10'-3 3/4' 2ND F.F 9'-4" 5RC,. HGT. �3'-0" HDR. 1 -GT. TEXTURED CEMENTIOUS COATING PER (ASTM C92(o)(TTP) '-0" FIN. FLR. ATTIC VENT CALLS CALCS AREA OF ATTIC 93 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.62 SQ.FP. REQUIRED VENTILATION AREA (0.62 x 144) 89.3 SQ - IN -SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION 43 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1250 SQ -Fr - NET FREE VENTILATION AREA REQUIRED (1/300) 4.17 SQ.Ff. REQUIRED VENTILATION AREA (4.17 x 144) 600.0 SQ - IN -MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF TOTAL # OF VENTS REQUIRED 2.61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALCS AREA OF ATTIC 300 SQ.Ff. NET FREE VENTILATION AREA REQUIRED (1/150) 2.00 SQ.n REQUIRED VENTILATION AREA (2.00 x 144) 288.0 SQ - IN -SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 25 LF PROVIDED LF OF SOFFIT VENTILATION 50 LF A R C H I T E C T S 4G DesignGroulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUEDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: FRONT & REAR ELEVATIONS "ELEVATION—L" ( ELL) ARCHrrECT: STATE OF FLORIDA g? 1 �alg DAT 9./12/18 SC :1/4"=1'-0" SHEET I or 9 SHINCsLES—� 12 5 � 18'-8 3/4" 2ND 5RGs. NGT. UJ/ 8" HEEL — — — — — OFF-RlD*E VENT 12 10'-8 3/4" 2ND F.F. 9'-4" BRG. HGsT.h — — — — — — -- _ — — — — 8'-0" HDR. HGsT. F-1 CTEXTURED GEMENTIOUS OPEN COATINGS PER (ASTM C92(o) (i7P) 0'-0" FIN. FLR. Ijl -- K-- - - - - - - - - - - - - - - - - -- LEFT E LEVAT10 SCALE: 1/4 = 1'-0' ELEVATION 'L' IV -8 3/4" 2ND BRC,. HC --T U1/ S" HEEL Y HAF INFT MANUFACTUf 4' TRIM BOA 10'-8 3/4" 2ND F.F,h q — — 9'-4" BRG. HGxT.� 8'-0" HDR. HGT,J 0'-0" FIN. FLR. IV -S 3/4' 2ND 5RCz. HGT. — UJ� / 6 HEEL HARDIE 51DING INSTALLED PER MANUFACTURES SPECS. 4' TRIM BOARD (TYP.) 10'-8 3/4" 2ND F.F. 4' BRGs. HGT. - oa'-0" HDR. HGT. —Irmllw1a WE Ulm RIGHT ELEVATION SCALE: 1/4 = I'-0" ELEVATION 'L' 1V-0 3/4" 2ND BRC:. HGT. VWI 8" HEEL 10'-O 3/4" 2ND F.F. ,9'-4' ERGs. HGT. 3'-0" HDR. HGT. —o0'-0` FIN. FLR. A R C H I T E C T S Design Gi0 U Ina. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: LEFT & RIGHT ELEVATIONS "ELEVATION—L" ( ELL) ARCHITECT: STATE OF FLORIDA S7 1 3 2013 DATE- -9/�2/18 SCAM: 1/4"=1'-0" SHEET 2 OF 9 SQ.FT. CALC.'S IST FLR. LIVING 904 SQ. FT. 2ND FLR. LIVING 1,265 SQ. FT. TOTAL LIVING 2,169 SQ, FT. ENTRY 40 SQ. FT. GARAGE 449 SQ. FT, LANAI 260 SQ, FT. TOTAL 2,918 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 1111111111111 V-4' BRG. LOAD BRC. WALL NON-BRG. WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALLf SOUAFtE WK/DFL ZONE 150 MPH WIND FOOTAGE DESIGNATION 1 1 112 16'-o'Hxp'-0' 5 2480/-30.16 I 2 24 3080 DR 4 21.15/-36.05 3 11 25-51-1 4 28.45/-30.95 3A 11 25-61-1 5 28.45/-31.46 35 33 (2) 25-5H 5 21.13/-3480 4 64 6080 SGD 5 2631/-3330 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 S CLADDING PRESSURE ARE BASED ON THE vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO ESE MULTIPLIED 5Y 0b TO MEET THE ALLOWA5LE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEWITE TREATED SPRAY 3 1/2" N , 7 m MED � CAEINET SECTION 4'-0" -6X6 P.T. P05T W/ WD. WRAP TO 1'-8' AFF 30'-0° 26'-0" 8'-4" 6X6 P.T. P05T W/ WD. / WRAP TO T-8' AFF.--. ;_4 1'_4 2'-8 FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'L' i O TONE 16'-0" , 2'-8" , VENEER A R C H I T E C T S Design GCOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r LANAI BOX BEAM TO MATCH I I OX BEAM TO MATCH COLUMN WIDT I 1 COLUMN WIDTH 26' -0'x10' -O' I I I @ = II II = @ I II I II II II II (2) 25-51-1 1 6080 5GD II I I O38 4 ■ N � an �IIIIIIIIII _ 3A ® ��oomoamoom� - @ Q HB _ GREAT ROOM _ C) B 28'-4'x15'-0' - d1 _ 9'-4' Cl -G. a) -10" — @ ` 4X6 O ■ X6 POST 4 POST _ = LBW C LBW _ /X T - _ ® � � 4-5H � __-- __—i PANTRY ■ �, Q _ PED INK - a----- -- - c0 PDR I o o i ;;' _' TIT SINK D = - KITCHEN ro Q� `0111 ■ e'-4' cLG. a� o VIII MUD ROOM = T I T S'-4' CLG. RANGE i _j - - - - - - - T- OPT. - ® FOYER ====-i==REE == 9'-4' CLG, cv 00 a - - BL. STUD CABINET mi. B ■ u, CROWN _ S � MOULDING MOULDING O - ■ = o Vz N — _ r N , 4" 2 CAR GARAGE ■ 20'-O'x2O'-4' 9'-4' CLG. ■ ■ L INC 0�0� 2 ■. In N — 101 1■ --- .T. - N <r I o' -8"-O" 11'-0" 4'-O" 5'-10" - 4A.1 ENTRY — � HB STONE r VENEER — — LINE OF 2ND FLOOR ABOVE Ln — --------- —_ I I6'-0' X 1'-0' OHGD @ - F - ;_4 1'_4 2'-8 FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'L' i O TONE 16'-0" , 2'-8" , VENEER A R C H I T E C T S Design GCOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 �IIIIIIIIII ��oomoamoom� SVBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: FIRST FLOOR PLAN "ELEVATION—L" (ELL) ARCHrrECT: STATE OF FLORIDA S -P 1� 2Ti8 DATTI,j 9/12/18 1 SC i'1/4"=1' -O„ SHEET 3 OF 9 COMPONENT AND CLADDNQ WIND LOADS BASIC WIND EXPOSURE LAUNDRY i r - In i FOR 3 SECOND GUSTS ------ CALL f I WK/DR ZONE 2-6 BF 150 MPH WIND I FSQUARE OOTAGE DESIGNATION I I 3050-6H 9'-4" IR -ISN_ I 15 EGRESS 5 @ 28,65/-31.85 N _ r 3050-6H ,T V IA 15 EGRESS 4 a) 28,65/-31.14 IB 15 3050-6H 5 6'-5" 2' -II" 28,65/ 3185 14'-0'XI0'-0' TEMP I I 4A 3050-6H 2 15 TEMP,EGRES5 4 EGRE55 28,65/-31.14 3 15 3050-6H 4 28,65/-31.14 TEMP ISH 4-5H N 4 15 3050-6H 5 305 5H EG765 28,65/-31.85 EGRESS L-------- ---- 4A 15 3050-6H 4 28.65/-31.14 3'-(o" EGRESS 4'- 2 4,- 0, -0, 3040-6H VW.I.C.OWNER'S 5 12 TEMP 5 29.08/-38.10 6 15 3050-6H 4 28.65/-31.14 EGRESS SUITE 0SLGOWNER'S WIND DESIGN CRITERIA = a) A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD=IIo MPH B. INTERNAL PRESSURE COEFFICENT=+.18 C. RISK CATEGORY=TYPE If D. EXPOSURE CATEGORY G NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENG. FLR TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE V W.I.C. \ 10' j \ MIN. wM \\ o a FOYER \ 11/4' v PWDR. \\ MAX+ 'TX \ m 4 \ r� \ STAIR DATA: \ \ 17 RISERS 07.57" \ 16 TREADS 010" +1" NOSING \ 2x6 LANDING 2x4 P.T. PLATE SECURE W/ lOd CUT NAILS 16' O.C. MAX. STAIR SECTION: 9'-4" BRG. HT. SCALE: 1/2 = I'-0' (5N5 45MH) OPT RAILING h10'-5 3/4' 2ND. FIN. FLR. Y } V-4' BRG. HT. 42' HIGH RAILING (3) 2x12 SYP STRINGERS SECURED W/ 12d NAILS o 6'-8' O.C. 2x12 S.Y.P. TREAD 2x4 RE-INFORCING o EA. 2x12 STRINGER J' KICKPLATE 2x12 STRINGER TO SIT ON LANDING (BEYOND) 3/4' T4G SUB FLOOR GLUED 4 NAILED DBL. 2x6 LEDGER SECURED TO BLOCK W/ 3/16' TAP CONS MIN.! 1/4' EMB. s 24' O.C. STAGGERED �, 0'-0' FIN. FLR V-0' CLG. 42' H. 1/2 WALL W/ WOOD CAP BEDROOM 2 101-101X11'-0' `� LAUNDRY i r - In i I ------ ORBE—----------- LINE OF ISTFLOLO I C T �___ 2-6 BF I 30'-0" I I 9'-4" IR -ISN_ G N @ N _ r ,T V @ B! a) 8'-3" 21-11° I 13'-4" 5'-4" -0" 6'-5" 2' -II" 14'-0'XI0'-0' I I 4A EGRESS V--/ EGRE55 FLOOR BELOW i �6 11lJ)(kF— ISH 4-5H N v IB TEMP 305 -SH 305 5H EG765 305V -6H IA EG SS I I O L-------- ---- ---LINE OF IST ------J FLOOR BELOW 0'-0"2'-2" 3'-(o" 4'- 2 4,- 0, -0, VW.I.C.OWNER'S 21'-4" 30'-0' SUITE 0SLGOWNER'S BATH = a) 8'-0' CLG.X4 POST C 'T ,o @ 4X4 POST — b IV 13'-4" -� 5' 0" �� 5'-8" 8 = 1 J8' _ 0X3 ' @ ATTIC L = II. — S R PAN 6' ACCESS °' L'- _ 14' SEAT o 21' AFF. _ IR ISN 16 m BEDROOM 4 rn � 3 t0' -01x101-5. 5'-0' CLG. O ro ry• I e co @ u, _ 4'-2" II' -2" 2'-0" 3'-8" l'-0" OFT D I Iz' 8' Q I l V-0' CLG. 42' H. 1/2 WALL W/ WOOD CAP BEDROOM 2 101-101X11'-0' `� LAUNDRY i r - In i ?, 8'-0' CLG. a i m to l C T �___ 2-6 BF _ 10_ cil I 13050-5 IR -ISN_ G N N _ r ,T V C 0 B! a) 8'-3" 21-11° @ I W.I.C. 13050-5 IR -ISN_ PBL. STU I TEMP 2 O _ r EGRESS I c0 BEDROOM 3 I W.I.C. 14'-0'XI0'-0' V-0' CLG. @ FLOOR BELOW i �6 N IB TEMP 305 -SH 305 5H EG765 305V -6H IA EG SS I I L-------- ---- ---LINE OF IST ------J FLOOR BELOW 0'-0"2'-2" 3'-(o" 4'- 2 4,- 0, -0, 21'-4" 30'-0' SECOND FLOOR PIAN SCALE: 1/4 = I'-0' ELEVATION 'L' V a) 4X4 POST A R C H I T E C T S Des�n 000Grou mc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: SECOND FLOOR PLAN ( ELL) ARCHITECT STATE OF FLORIDA 5•p1318 DATE// 9%12/18 S C ALE: 1/4"=l'—O" SHEET 4 OF 9 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: SECOND FLOOR PLAN ( ELL) ARCHITECT STATE OF FLORIDA 5•p1318 DATE// 9%12/18 S C ALE: 1/4"=l'—O" SHEET 4 OF 9 SECURE STRAP 4'-0" 20'-0" A/C UNIT SIMPSON UJB ROLL TO CONC. U)/ (2) STRAP OR EQUAL 3/16'x2" TAPCONS C 3 1/2' THICK CONC. SLAB SECURE STRAP �n TO UNIT U)/ (2) 08x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL R 24% W/ t WL FOUNDATION FILA SCALE: 1/4 = I'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS 'TG. W/ WAY COYER ( - A R C H I T E C T S 4G DesignGrou Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD,FL327PH: 407-774-6078FAX:407-774-407www.abdesigngr uup.c AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA SE: P 1 318 DATE)(/9/12/18 S CAJj,E: 1/4"=l'—O" SHEET 5 OF 9 4'-0" 20'-0" 24'x24'xl2' CONC. (3) 15 REBARS E� a'-4" a'-5" ON CHAIRS MIN. 3 (4-TYP) �n �n S 8 5A 5A r 8 I I IL ~ 0 C3 I/2' GONG. 8 5 r 5A 6' I cD SLAB I m 2C I 5A I B *-3 1/2' 5A IN ■■ IN IN NEI imm ■ 20'-2" 0'-2" 3'1 r ■I C31/2' CONC, REW-ORCED W/ 6'x6'-WIA x W.4 O'-0' FIN. ELEV. I ON 6 -MIL POLY ETHYLENE YONC. SLAB 2 HB I VAPOR BARRIER ON \4 WELL -COMPACTED CLEAN FILL (BORA-CARE 6Y5TEM) 2 5A I 24'x24'xl2' CONC. FTG. N I W/ (3) 05 REBAR5 EA. ® 98 WAY ON CHAIRS MIN. 5A 3' COYER 24'x24'xl2' CONC. FTG. W/ (3) r5 RE5AR5 EA. ■ WAY ON CHAIRS MIN. p 2 -,a I'-10" 2'-1 1/2" 9'-10"v 3' COVER vl'-2 1/2° v G'-0" N L 1' PYC CHASE FOR -- ELEC. a ISLAND J _ 7 1 i w SI ( E ED)ISI 1liauaiii DlZI I I 2 c0 2 5A I 9B Ll_ 5A SINK = gB 5A I , RANGE F- -�— ■ I I I N I OPT. REP. EXTEND SLAB 1 1/2' J ry 4"2 ' 9" U `'2'i i (COND.) 1 i 4 5A 1 -11" ICE MAKER 4' PYG GN SE- ROUGH -IN -STEM UP Tp ----- -� 2D ® I 4" 2ND. FLR A/C'—EXTEND END 5A a" 20'-8" OF PYC. -CHASE UP 12' �l ® 5 I ABOVE GONG. 2D 5A SLAB ® I 5A EXTEND ■ 5A L — ® SLAB I I/2' ® ■ ® ® ® N 3 1/2' CONC., REMORCED W/ 6'x6' -W.4 x W1.4 ON 6 -MIL POLY ETHYLENE j VAPOR BARRIER ON WELL CLEAN FILL cv 8 6 I -COMPACTED ry (BORA-CARE 5Y5TEM) y 5A 6A I —1 5A Ifl 0 31/2' HB 8 CONC. 5A SLAB �n *-1 1/2' 1 ■■ ■ ■ ON 24'x12' GONG. FTG. gA 3) 05 REBARS EA. Y ON CHAIRS MIN, 3' COVER 2'-a" 30'-0" FOUNDATION FILA SCALE: 1/4 = I'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS 'TG. W/ WAY COYER ( - A R C H I T E C T S 4G DesignGrou Inc. 1441 N. RONALD REAGAJBLVD. LONGWOOD,FL327PH: 407-774-6078FAX:407-774-407www.abdesigngr uup.c AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA SE: P 1 318 DATE)(/9/12/18 S CAJj,E: 1/4"=l'—O" SHEET 5 OF 9 TEXTURED CEMENTICUS COATING (V 5 REBAR VERTICALLY W/ CCNC. PER (ASTM G926) CT7PJ - POURED CELL TEXTURED CEMENTIOU5 COATNG = - PER (ASTM (926) (TYPJ (V 5 CHAR VERTICALLY W/ R-13 INSULATION MIK - R-4.1 INSUL. MIK = CONIC. POURED CELL R-13 INSULATION MIK _ (U 5 REBAR VERTICALLY W/ CONC. - TEXTURED GEMENTIOUS COATING STUDS 16' O.C. MAX - - PER (ASTM C926) (TYPJ - POUREp CELL � - - B' CMU CI) 5 REBAR VERTICALLY W/ CONIC. - - POURED CELL _ _ !I) 5 MBAR VERTICALLY = W/ CONIC. POURED CELL R -4J INSULATION STUDS 16' O.O. MAX z - TEXTURED CEMENTIOUB CRATING - - R-4.1 INSUL. MIK 1/2' GTP. WL. BD. F LL = -_ WOOD BASE Q - I/1' GYP. WL. BD. TEXTURED CEMENTIOU6 COATING - ` PER (ASTM Gffi6) (TTP.) SECURE STUDS i0 BTM- PLATE W/ - / WOOD BASE R-4.1 MSUL. MIK - _ - R-4.1 INSUL. MIK TEXTURED GEMENTIOUS COATING = TEXTURED GEMENTIGUS COATING - - PER CABIN G9261 (TYPJ z - _ �• GYP. WL• BID, F d PER (ASTM C926) (TYPJ WOOD BASE 5' CMU SECURE STUDS TO 87M. PLATE W/ I/t• GYP. WL- BD. N _ E Q w B, CMU w SIMPSON SP -4.32' O.C. MAX _ _ g� PER !ASTM (926) (T7PJ - _ B' CMU Q w _ _ g• q•ry) w SIMPSON SP -4 • 32' O.C. MAX _ LUOOD BASE Y z [] = z Q SECURE BT- PLATE TO BLK W/ }'x9' 0. � ,� z Q - i 0 SECURE BT. PLATE TO ELK W/ }'x9' w - n E _ `I/2' GYP. WL. BD. ANCHOR BOLT W/ 2' WASHER SET IN w - LA _ I/2' GYP. M. BD. n - V2' GYP. V.L. BD. E ANCHOR BOLT W/ 2' WASHER SET IN cl .. U /p EASE, try SIMPSON HIGH STRENGTH EPDXY 6' n 'T O O EMBED. MIK 32' OC MAX. �C _ v Wppp BASE U,bOD BASE j 0 - 'A WO EI-IBEMP HIGHSTOC RENGTH EPDXY 6' y 9 - 00 5 REBAR 6'-0' O.0 U1HEN O O 5 REBAR 6'-0' O.G WHEN FOOTER" - IU ~ j = - ° FOOTER HEIGHT EXCEEDS 24' HEIGHT EXCEEDS 24' ABV. GRADE m ABV• GRADE 3 V2' (CNG, ZEIN. W/ 6'x6' WIAxWl.4 °z 3 1/1' CCNC, REIN. W/ 6'x6' d E ° E ° WII.F OR FIBERME514 ON 6 -MIL POLY ° E - E °a W WIAxWI.4 WLF OR FI5ERIESH _ THY VAPOR A ON 3 I/1' IN. ETHYLENE F°OR B RRIER N 3 IR' CONIC, REIN. W/ b'x6' a FE 4 MAX. SLOPE E 3 12 CONG REIN. W/ 6 xb <. a 3 Vx GONG, REIN. W/ 6'x6' ON 6 -MIL Y ETHYLENE 3 I/1' (CNC. IN W/ 6'x6 ' POL E TL ENE ul F2E 4 MAX. SLOPE ' IA UL F IES _ WIAxWIA WLLF OR FIBERMESH ON WIAxWIA U.U.F OR FIBERMESH ON X ir':a DELL-COMPAGIED CLEAN TERMITE ° WIAxWl.4 WWF OR FIBERME9H ON = WI.4xW.4 U1V-F OR FIBERMESH ON = WL4xWA UALF OR FIBERIESH ON Q 1(- VAPOR BARRIER ON ° 6 -MIL POLY ETHYLENE VAPOR 6 -MIL POLY ETHYLENE VAPOR Q TREATED FILL _ - 6 -MIL POLY ETHYLENE VAPOR 6 -MIL POLY ETHYLENE VAPOR ° a • . b -MIL POLY ETHYLENE VAPOR E LELL-COMPACTED GLEAN BARRIER ON WELL -COMPACTED BARRIER ON WELL -COMPACTED E _ = ° (V 5 MBAR CONTINUOUS WHEN GLEAN TERMITE TREATED FILL CLEAN TERMITE TREATED FILL _ _ FOOTER HEIGHT EXCEEDS 30' ABY- ° fY z 0 / -III �� GRADE ° - ° . I. - HARRIER ON WELL -COMPACTED _ BARRIER ON GLEAN TERMITE TREATED FILL LUELL-COMPACTED GLEAN 3 1/2' CONC. 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SLAB OR ENTIRE LENGTH OF OPEN TO CONC. POURED CELL (VERIFY 3 V2' CONC, REIN. W/ STUDS IC.'OC. MAX STUDS I6' O.C. MAX PAYERS PER BEDS SPECS ABOVE CONDITION. REiNFORCc PER PyMI. PER PLAN) COLUMN / POST 3 I/1' CONIC, REIN. W/ 6'x6' �"I"'llll 6'x6' WI.4xWIA UALF OR 5 1/1' • HEAD OF GARAGE 5 V2' • HEAD OF GARAGE (I) 5 REBAR VERTICALLY _ W/ CONIC. POURED CELL �R-4.1 INSUL. MIK 1EXN�D CEMENTIOU5 PER PLAN. WL4xWIR WLF OR FIBERMESH w ON 6 -MIL POLY ETHYLENE (1 POLY TH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON STUDS I6' O.C. MAX 5 V2' .HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB VARIES WITH SLOPE HT. PLATE 70 SLAB - - R-4.1 INSUL. MIK COATING PER (A5TM 6926) z VAPOR BARRIER ON WELL-G011PACTED 5 I/1' .HEAD OF GARAGE VARIES WITH SLOPE W/ }'x9' ANCHOR BOLT W/ 2' W11'.5E m W/ }'x9' ANCHOR BOLT W/ 2' _ �TEXIUREP CEMENT 0 _ - (T7PJ = E LELL-COMPACTED CLEAN TERMITE TREATED FILL CLEAN TERMITE VARIES WITH SLOPE WASHER SET IN SIMPSON HIGH w WASHER SET IN 5IMP50N HIGH - COATING PER (ASTM G926I - (TTP.) z a r, - 8' CMN O r TREATED FILL SECURE BT. PLATE TO SLAB �"]R SECURE BT. PLATE TO BLAB W/ 1'x9' ANCHOR BOLT W/ 2' STRENGTH EPDXY 6' EMBED. MIK . 32' cc AX STREN'.aTH EPDXY 6' EMBED. Q MIK a 32' CC AX ' _ CMU _w = IR• GYP. WL. BD. i z F - - V!' GYP. WL. BD. j WOOD BASE - ?N 6LAH) 3 VTCONIC. REPF. UY bk6' a `� W/ x9' ANCHOR BOLT W/ 2' N } ASHER SET IN SIMPSON HIGH W TRENGTH EPDXY 6• EMBED. s 32' OC AX WASHER SET IN SIMPSON HIGH STRENGTH EPDXY b• ? EMBED- MM. 32'OC MAXa w °' z . - w \/° /\/\/ WOOD BASE o m = n w ,</\\//\\\///\ 6WA�W.4 °R FE BEBRg'E j w-4' - i > . 4 3 Vt' CONIC, REIN. W/ b'x6' . 3 1/2' CONC, O Q \ /\/\/ 0. w BAR4IER GN Q'� �EM • Q > . c WIAxWIA WLF OR FIBERMESH L U APORIBARZIER Q LLC, ORIF BERMES' Q: _ ON 6 -MIL POLY ETHYLENE z g REBAR 48' LCNG ww HOCK w _\�/// \ N \ \ // // I /., TERd•IttE TREATED FILL r ° UU w r 3 I/1' CONC, RELN. W/ 6'x6' WI.4xWL4 UALF OR FIBERS IESH ON - i ON j WELL -COMPACTED CLEAN 8 m i VAPOR BARRIER ON j BARRIER CLEAN E ° 3 V!' CCtJC, EPF. LLV 6'x6' WAxWA W1F OR FIBER'EBH Y rc • 24' OO, MRL 24' 4! BLAB = F > - / (Y \ \/\/\ a S D z W w 6 -MIL POLY ETHYLENE VAPOR E 3 I/2' GONG, REIN. W/ 6'x6' WI.4xW.4 UALF OR FIBER'IESH ON Q TERMITE TREATED FILL �n O m TERMITE TREATED FILL m Q ° a CN b•MIL Fi7L.T EMYLERE - ° YAfYJR BA7321ER ON �• S ": 8 �' a z _ E w _ 5 REBAR IY O SEE FOUNDATION Q,5 E U j > BARRIER ON WELL -COMPACTED m 4' B' 4' 4' CLEAN TER-IITE TREATED FILL z W 6 -MIL POLY ETHYLENE VAPOR F j BARRIER ON WELL -COMPACTED 8 (2) 5 REBAR ON CHAIRS ° d . (3) 5 REBAR ON CHAIRS ° < UELL•CCMPACTED G-EMl 4' caw,, RENGRCED W/ Q '^ U PLAN FOR C14AIR5 > - 4' 4' 0 m > •- I'-4' m U 4' 6' b' 4' 4 CLEAN TERMITE TREATED FILL d' TERMITE TREATED FILL fIBER'E&1 AT A ROTE Lf .T5 F �+ YARD ON (SEE E FOOTER SIZE FOUNDATION Q ° a (21 5 REBAR Tn !2) 5 REBAR ON CHAIRS I' B' in O 4' 6' 6' 4' (3) 5 REBAR U '^ 3 6' 6 6 6 6 -MIL POLY ETHYLEW VAPOR Q PLAN) IY I ON CHAIRS w 14 (3) 5 REBAR ON CHAIRS O 4' B' 4' 4' > z O 4' 6' b' 4' 4' i - I' -B' ON CHAIRS 2 05AIRRJERP�IC ON VELL-GU•FAGTED CLEMI FILL (3)5 E e 4 •f- m in U I'-4' �n U I'_S• REBAR (BORA-OAS) ON CHAIRS I'_4, LANAI/ENTRY 2 -STORY FOOTING TYP. PAD FOOTING GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP STEP-UP 2 -STORY 2 SCALE: VZ'.I'-0' W BLOCK WALL D SCALE: I/1'.I'-0' AT ENTRY LANAI U1 SCALE: 12 •I'-0' ^ NON-BEARING SCALE: 12'•I'-0' �� NON-BEARING `R 8C E: 12'•I'-0' ��� 1 -STORY L.B.W. V SCALE: I/1'•I'-0' �� 2 -STORY L.B.W. cJ t1 �� 1 -STORY L.B.W. /��(��\ 2 -STORY L.B.W. SCALE: V2' -F-0' POURLL 50- 19 FOR (U 5 REBAR () 5 REBAR VERTICALLY W/ GONG. POURED CELL ENTIRE LENGTH OF OPEN TO ABOVE CGNDI11OP1 CV 5 REBAR I6' O.G. MAX, IN w m . z c1w-Q, - VERTICALLY W/ CONIC. POURED CELL = _ _ - REINFORCE PER PLAN. (CNC. POURED CELL !VERIFY FSR FLAW E z v W > .. . TEXTURED CEMENTIOUS F _ 0 E 31/2' CONC., REIN. W/ 6'x6' (I) 5 REBAR COATING PER (ASTM Cffi6) ° WIAxWIA WLF OR FIBERMESH ON z = - B• q.p) E L -_ _ I ? - = B• CMU E L w __ = = = VERTICALLY W/ z = - CONIC. POURED CELL (TYPJ z Q 9 = B• cm 3 N RECESS FOR GARAGE DOOR 1'-0' 3 1/2' CONC, FEIN. W/ 6'x6' 6 -MIL POLY ETHYLENE VAPOR - ° . HARRIER ON WELL -COMPACTED CLEAN E S• GMU E w z E w CURB HEIGHT VARIES v W1AxWL4 WIF OR FIBERtESH ON U 4' 6 -MIL POLY ETHYLENE VAPOR °a . . TERMITE TREATED FILL �7 CURB HEIGHT VARIES O U - CURB HEIGHT VARIES - - CURB HEIGHT - - VARIES W "� - 2'-0' (MIN. "f BARRIER ON WELL -COMPACTED 8' CLEAN TERMITE TREATED FILL �° !2) 5 REBAR ON CHAIRS IN SLAB) m °` (V 5 REBAR ON CHAIRS z w E E Q "' q• B' 4• S > z ° >-0' N 3 I/1' CONIC, REIN. W/ 6'x6' W.4xWl.4 UALF OR FIBERMESH CN 6 -MIL POLY ETHYLENE VAPOR THICKEN EDGE 8 BG4LE: �,.1,-6, e> 4 i0 3 I/1' (CNG, REIN. W/ 6'x6' 3 I/1' CONIC, REIN. W/ 6'xb' fe Z j E ? x7 F�EOr, 48' 24' NIBLA HOOK "4'OD'HRL 2a'IN BLea BARRIER ON LELL-COMPACTED CLEAN TERMITE TREATED FILL lT 1 -STORY FOOTING - WI.4xWALLLLFORFIBERME9H ON r. -MIL POLY ETHYLENE - WIAxWL4 WWF OR FIBERMESH _ ON 6 -MIL POLY ETHYLENE •' VAPOR BARRIER ON 31/1• CONC, RE IN. W/6'x6• _ WIAxWIA U. LF OR PI5ERTE5H ° CN 6 = Ei 4,GR:� S • •"8 CV 5 REBAR ON CHAIRS �B) AT FRONT PORCHES - . VAPOR BARRIER ON LELL-COMPACTED CLEAN WELL -COMPACTED CLEAN • -MIL POLY ETHYLENE � VAPOR BARRIER ON - i F15MIEBH AT A RATE CF .l5 bo, PER OEIC YARD LN SCALE, V2'.I,-0' z 4' e' 4' TERMITE TREATED FILL w ? K TERMITE TREATED FILL E 4' b' 6• 4' WELL -COMPACTED CLEAN z Lu 6 -MIL POLY ETHTLBE VAPOR E E> • 0 `^ U ON 5 REBAR ON CHAIRS m 0 m I' -B' (3) 5 REBAR CN CHAIRS U z w F j TERMITE TREATED FILL E > 4• 6' a' 4' O m 3 .n U I' -e• (3J 5 MBAR ON CHAIRS 1n u 6' 6' 6' 6'BARRIER CN DELL-CLhFA.C1ED CLEAN FILL 2'-0' (BORA-CAI) ENC SCREEN ENCLOSURE SECURE HT. PLATE 10 BOLTLK !3) 5 S EBAR CN CHAIRS GARAGE DOOR FOOTING eG�EN ENCLOSURE ATTACHMENT AS F'ER sEcurM. STUDS W12' WASHER S TO BTM. PLATE HOLT W/ 2' WASHER SET IN W/ SIMPSON SP -4 SIMPSON HIGH STRENGTH 2 -STORY FOOTING 2 -STORY FOOTING AT 2 -STORY FOOTING BGALE:V2'•1'-0' MANUFACTURERS •32'O.C.MAX EPDXY WEMBED.MIKa 1 -STORY FOOTING AT GARAGE 6 A AT GARAGE E: /1'•L'-0'SCALE: CB GARAGE BLK. WALL /1'.1'-m' 6 C AT GARAGE SCA E: '•'-0 BPECB. 0'-O'FIRFLR 32 oc MAX GALE° I!2'•I-0' 0 ^ 3.1/1' CONC, REIN. W/ 6'x6' W A.U.4 LLLLF OR 6 -MIL FPOLYY 6ECURE BT. PLATE TOON SLAB W/ }'x9' ANCHOR f •" ro ETHYLENE VAPOR SECURE BT. PLATE TO BOLT W/ 2' WASHER SET IN '.I' ^ L > 4' 3' 4' BARRIER ON BLK W/ (U 10d MASONRY 51MPSON HIGH STRENGTH PAVERS 6' - O WELL -COMPACTED CLEAN NAILS 32' O.C. (MAX) EPDXY 6' EMBED. MIK 32' OC MAX z � 15 CONI. I'-0' - U 1 4 (2) 5 RETERMITE BAR ON CHAIRS F'OUIED LINTEL CONT. <TYR) = a - 8' CMU FILLED CELL (i7PJ (V 5 REBAR SET IN SIMPSON HIGH ? `� STRENGTH EPDXY W EMBED. MIK TRENCH FOOTING A 1 -STORY FOOTING 0 0 2X WALL FRAMING AT ALL PAVER AREAS AT L. B.W. (W/ UPLIFT) v 8 E: V!'•I'-0' 3 I/1' CONIC., REIN. W/ _ (3jj'XS' ANCHOR BOLTS or (3A'XB' J -BOLTS MIK W EMBEDMENT W/ 2'X2'XI/S' s 6'x6' WIAxWA UII F OR z w FIBERME6H ON 6 -MIL 3 V2' GONG, ZEIN. W/ w 6'x6' WIAxWI.4 WWF OR WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS ° E > POLY ETHYLENE VAPOR ;n O BARRIER ON U E > FIBERME6H ON 6 -MIL O POLY ETHYLENE VAPOR '^ PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) 3 IR' CONG, REIN. W/ 6'x6' a. ° WIAxWIA WWF OR FIBERIESH ON ' 0'-0' FIN. FLR 4' S' 4 WELL -COMPACTED CLEAN O 4' I'-0' 4' BARRIER ON a a� POLY ETHYLENE VAPOR .4. P-4' TERMITE TFEATEP FILL WELL -COMPACTED CLEAN BAR BARRIER ON WELL -COMPACTED (2) 5 REBAR ON CHAIRS I'-8' TERM[ TREATED FILL GLEAN TERMITE TREATED FILL (3) 5 REBAR ON CHAIRS .. . 41 GROUTED BOND BEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT./INT. FRAME WALL TO TVP. RETROFIT FOR VARIES PERELEY• AT L.B.W. W NO -UPLIFT 9 A / QR AT L.B.W. BLOCK WALL CONNECTION 12 OMITTED DOWELS A SCALE: IR'.V-0' z E TIE VERTICAL. TO HOR RATIONAL AR F�BAR W/ I0' HOOK 4 E TIE VERTICAL REBAR SCALE: V2' -I' -C' J 1J SCALE: R'•I'•0' SCALE: V2'.I'-0' O `^ TO HORIZATIONAL U 6' PYG CHASE THR) FOOTING GROUTED BOND BEAM_ REBAR W/ 10' HOCK I -STORY VARIES PER EL V. -- VARIES PER ELEV- 8' VARIES 8' _ a 3 3 CAULK AND SEAL ,A (2) 5 REBAR ON CHAIRS (3855 REBAR ON CHAIRS z E C GROUTED BOND BEAM (2) 5 REBAR I -STORY` (3) 5 REBAR a Y9TORY GAS LINE OUTSIDE REBAR TO 5E (U 5 REBAR VERTICALLY W/ CONIC. CONTINUOUS ° POURED CELL ° 1 }' PVC SLEEVE FOR GAS LINE . ° R-4.1 INSUL. MIK cr1La �V2' B CMU GYP. WL. BD. CU -GOVT. z - MIN-. LAP L WOOD EASE U &SHOWER RECESS FOOTER - = 1/2' DRYWALL WOOD BASE - 2'-I- REBAR LAP AT FOOTING F w - - 3 V2' CONC, REIN. W/ 6'xb' �J � 6M��'POLYE HY ETHYLENE BARRIER ON WELL -COMPACTED CLEANOUT REQUIRED W Q< CLEANOUT REGUIRED L I'.I'•m _ B = `A O CLEAN TERMITE TREATED FILL E FOR INSPECTION Q - FOR INSPECTION 1' RECESS FOR n 4 9GD. TRACK 6' FINISH FLOOR a a E b' PVC C 4ABE THRU FOOTING ro, 0'-0' FIR FLR J�0'-0' FIR FLR w a TIE VERTICAL REBAR 'V' TIE VERTICAL. REBAR 4 4 4 I LAPPED W/ BOND BEAM _ w ,° REETO ARR W/ 1 HOOK .° TIONAL REHTO EAR WZ/I HOCK '(V - 5 REBAR AT CORNERS W/ 25' LAP MIR r -1 TORY E p> 4' 8' 4' (7 5 REBAR CN CHAIRS '^ 3 2 -STORY ' g a I_4• (3) 5 REBAR ON CHAIRS "� n HORIZONTAL/ VERTICAL HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S. G. D. GAS LINE THRU BLOCK TYP. REBAR LAP 1 -STORY FOOTING W/ BLOCK WALL REINFORCING E SCALE: V2' -P-0 F BEARING CHANGE SCALE: /2'.I' 11 SCALE: 1'.1'-0' G SCALE: I'•I'-0' C AT LINTEL CORNERS D 8C E: I/1'.I'-0' -m• SCALE: 1/2'.1'-0' A R C H I T E C T S Desi n y 1 o u InG. 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 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA S_P 1 3/013 DAT /12/18 SCAI SHEET 5 Aor 9 �"I"'llll L■m�m��m0m� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA S_P 1 3/013 DAT /12/18 SCAI SHEET 5 Aor 9 A R C H I T E C T S Design Group`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroLip.com AA #: 0003325 E O z C m F.2 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT# R2065.074/00001 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA SE? 1 3 DATP: 9/12/18 Sc -fLE: 1/4"=l'—O" SHEET 5 BOF 9 14'-10' 101-101 10'-2" ■ ■■ ■■ ■ ■ ■■ ■■ 2 a® 25'-4" `n 260 -0" ■ ■ ro r ■ c0 ■ c+l N ■ N ■ ■ I I v N m I ■ N Q) _ I m @ N ■ N ■ ■ Lli �i ■ - _ _ ro F:I, a -a 1\ _ I Ij \j \3 �OT■ ■ ■ ■ 1�-ate ■ so Vi■ 'r\--■ �n I -a" 2'-4" 19'-0" 19'-a" DOWEL PLAN SCALE: 1/4 = 1'-0' A R C H I T E C T S Design Group`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroLip.com AA #: 0003325 E O z C m F.2 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT# R2065.074/00001 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA SE? 1 3 DATP: 9/12/18 Sc -fLE: 1/4"=l'—O" SHEET 5 BOF 9 II it II II II II II II I LANAI I '3'-4' CLG. II II II II II II II II I (2) 25-5H 6080 53[) I GREAT ROOM 9'-4' CLG. L--- --I ------------- FOYER ------ PDR PDR I I )>KITCHEN 13'-4' CLG. FOYER ---- -t------- PANTRY III III MUD ROOM V-4' CLG. 2 CAR GARAGE S'-4' CLG. ------------------------- V-0'X ------------------------161-0'X T-0' OHG[) '01 - - - - - - - - - - - - - - - - - e LINTEL PLAN_ SCALE: 1/4 = P-0- EXTERIOR MASONR7 WALL BRC. HEIGHTS V-4' PRG. LOA[) PRG. WALL NON-5RG.WALL r. r. N11N ..♦ �c0 ..♦ r + W - w rim 8/6-S-(1) #5/(0)-#5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16 -P -#U #L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3, (1) #5 CONTINUOUS s'Iro 3�. 8'X16' KNOCKOUT BLOCK -•i �' •}. ,1000 PSI GROUT .. (PLACED IN FIELDAQ Aw) TOP BARS: i0 •: !•; '• SEE SCH-DOLE - I� • ' NVcO (1) y5 CONTINUOUS '. �., ?• •• i 7 32' STIRRUPS AT 4'-0' cc (TIED OR WELDED)—BOTTOM BARS 'n^A 1•�••• SEE SCHEDULE (PRESTRESSED) I 1 (2) STRANDS 7/16'^•- 313. Ij I2' 7 WIRE STRESS RELIEVED 16 l 270ks( PRESTRESSED CABLE 5. 8/16-5-(1) #5/(1) 45 TABLE ND. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'• x 8" LINTELS L NTE! CLEAR LNTEL RF_ LINT'c! SiEE! L`PI GRAVITY GRANTY!PIFs '-I-FT L=ATH SPAN G,Z1Ntt CAPACITY CAFACITY CAPACITY CAPACITY EORGfi EAR TOP EAR CAP ­II" (Ill NPAU (IlL (IhJ flfi! (IfiU fIlL Old I FECa".-IED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS(PILE) ( ) 8" X 20" COMPOSITE LINTELS _INTEL CLEAR LINTEL TYPE !MTE! 5TEE! GRAVITY GRAVITY 'SBFT IF_:FT _ENGTH EPAV 2,DTRA1 POP CAPACITY CAPACITY CAPACITY CAPACITY flli (Ih! (I5J (lh!(IHJ flh! f2li Ta9LE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (Pf) 8� X 16, CCMPOSIIE LINTELS L iNTE! CLEAR !INTEL 11 PE !iNTE! 5TEE! GR:VItY GRavltt lRiFt JP_Fi 8PA4 C>ACTY CAPACITY CAPACITY CAPACITY EOiiCf1 EAR TGF EAR (Dh! f1hJ (Ih_(IHJ (15L(IHJ fU5!(2HJ TABLE ND. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTE! C!=v.R LNTE! TTFc LINTEL BTEEI IFAITGRA:NTT LRiFi 'SF_IFi 'EMTH BPAN CAPACITY CAPACITY CAPACITY CAP.LIn 20iiIXi EAR TGF E -'.R (3F-_ (Ili (Ih! (IHJ (Ih! (150 (Ih! 12— TABLE Na. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 24" COMPOSITE LINTELS !iNiE! CLEAR !INT-�' lT�c 'NTE! 5icE+ GRANTT C,Z:NTY 'JP_Ft '+PGT ! c'V�TH BPA4 CAPACITY CAP CITY CAF -IIT G0. '-ITY EDLTCM EAR 1 TGF 5AR e0hL Old (IlL (Ih'J (ISL (1.511 (IH-(2h'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL I CLEAR I LINTEL i, FE LINTEL STEEL FLAM GRAVITY I GRAVITY I J'P!IFT 'LP_IrT 'L- GTN SPAN _ . _ . GRAI' CAPACITY CAPACKY CAPACITY CAPACIIT TAB' = No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADSPLF ( ) 8" X 6" RECESS DOOR HEADER LW1E!-EAR ! NTEL TYF_ !;NPI SIRE! '3`P!' ED GRA'' T GRAIur LFL.FT 4�I-IRT rENGiI: 5PAV GRAVITY CAPACITY CAF:LITT CAPACITY CCPACITT EOTTCMI EAR i0P EAR "_ITT flIL (D5'J [IJ5L fUYJ (Ih! (IhJ 0,,L (2HJ 3i,' 3P�' 313. TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" CCMPOSHE LINTELS W,E! AR ! INtE! iYr-_ ! NiE! 5t -c! r.Re,.AiY GRA'/ITT JF! Fi !PGE .EfGTH 6PAV V-11TY CAPACITY CAPACITY CAPACIIY --TTG1 EAR TGP EAR (05L (Ili(1IL Ill(Ih! — f15L (2/5J TABLE NO. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS !.TEL _EAR LNTEL 11F2 LINTS -a•= GPo3NTT GRAVITY bP_Gi LPIFT j STN DPW CAFACITY CAPACITY CAPACITY CAPACITY P T. EAR TOP EAR (3 L5 h! (110'0 (! (IA RI (IlL fIHJ (Ih! 12h'J TABLE No. 10 3a, L0TT'S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO, LENGTH TABLE No. 11 COMMENTS L-1 11'-4' 8/36-5-1IAl/(I SAFE WORKING LATERAL LOADS (PLF) L-2 4'-6' 8/14-5-(IAW01 RECE55ED L -2A 8'-4' x 8" LINTELS TOP BARS: L-3 LINTEL 8/16-541A1/(01 ..iE!AiERAL!OALB L -3A L,NTEL DARE �TERA! !Dons L-35 IFLN 8/16-5-(IAKOA- L-4 P Total T.y Sr B'xd' 6'AB' inialLsrAtn Type 3' OCCR FF IER d' DOOR !sgn BOTTOM BAR RAN 50- n SEE SCHEDULE (PRECAST) 2.13. GROUT F -=R A5TM 0416 - 30-00 F51 'J/ MARC. 3/5' AGGREGATE, 3' TO IP SLUMP. PAN 2.'0' - i1 114 3'�d' -ecaaA 1112 1311 Y-6• Feaa• IES NCE EI, 2 DETAIL REINFGRGENENT IN ACCORDANCE WITH ACI 313. INFO Fe:ael s3 'fill -D• -east 3. 4'.2• Recast 461 1:21 4'-6' 633 C. 4--4-- ='st -a 1356 4-3' #-1 546 1'63 i' -d' - eail '05365 6EfiOE5 1m a=3• r3 1'105 6'-3' Facasl 5C4 964 Re—t 6:4 !364 1''3' RecA>t :Il 'dl 612 !243 9'-B' .E>t 366 EES 6'-3' Fecaat i:3 '211 3'-a - .aal i% ___ 1'-6' 346 l 533 l'�3' F rant 325 B34 5'-0' 331 6:: B' -S' Retest 145 - - 211 533 Fcrasl I'2 453 11'-4• IF t��t .4=o' f F�:ast � 93 Sil ua' �:. 331 - NA, flb 51 NA 131 z•-. 1--d NA, n3 13-D' Pres -ed NA 3 NAR • Nm N1ca:msded r. r. N11N ..♦ �c0 ..♦ r + W - w rim 8/6-S-(1) #5/(0)-#5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16 -P -#U #L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3, (1) #5 CONTINUOUS s'Iro 3�. 8'X16' KNOCKOUT BLOCK -•i �' •}. ,1000 PSI GROUT .. (PLACED IN FIELDAQ Aw) TOP BARS: i0 •: !•; '• SEE SCH-DOLE - I� • ' NVcO (1) y5 CONTINUOUS '. �., ?• •• i 7 32' STIRRUPS AT 4'-0' cc (TIED OR WELDED)—BOTTOM BARS 'n^A 1•�••• SEE SCHEDULE (PRESTRESSED) I 1 (2) STRANDS 7/16'^•- 313. Ij I2' 7 WIRE STRESS RELIEVED 16 l 270ks( PRESTRESSED CABLE 5. 8/16-5-(1) #5/(1) 45 TABLE ND. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'• x 8" LINTELS L NTE! CLEAR LNTEL RF_ LINT'c! SiEE! L`PI GRAVITY GRANTY!PIFs '-I-FT L=ATH SPAN G,Z1Ntt CAPACITY CAFACITY CAPACITY CAPACITY EORGfi EAR TOP EAR CAP ­II" (Ill NPAU (IlL (IhJ flfi! (IfiU fIlL Old I FECa".-IED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS(PILE) ( ) 8" X 20" COMPOSITE LINTELS _INTEL CLEAR LINTEL TYPE !MTE! 5TEE! GRAVITY GRAVITY 'SBFT IF_:FT _ENGTH EPAV 2,DTRA1 POP CAPACITY CAPACITY CAPACITY CAPACITY flli (Ih! (I5J (lh!(IHJ flh! f2li Ta9LE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (Pf) 8� X 16, CCMPOSIIE LINTELS L iNTE! CLEAR !INTEL 11 PE !iNTE! 5TEE! GR:VItY GRavltt lRiFt JP_Fi 8PA4 C>ACTY CAPACITY CAPACITY CAPACITY EOiiCf1 EAR TGF EAR (Dh! f1hJ (Ih_(IHJ (15L(IHJ fU5!(2HJ TABLE ND. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTE! C!=v.R LNTE! TTFc LINTEL BTEEI IFAITGRA:NTT LRiFi 'SF_IFi 'EMTH BPAN CAPACITY CAPACITY CAPACITY CAP.LIn 20iiIXi EAR TGF E -'.R (3F-_ (Ili (Ih! (IHJ (Ih! (150 (Ih! 12— TABLE Na. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 24" COMPOSITE LINTELS !iNiE! CLEAR !INT-�' lT�c 'NTE! 5icE+ GRANTT C,Z:NTY 'JP_Ft '+PGT ! c'V�TH BPA4 CAPACITY CAP CITY CAF -IIT G0. '-ITY EDLTCM EAR 1 TGF 5AR e0hL Old (IlL (Ih'J (ISL (1.511 (IH-(2h'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL I CLEAR I LINTEL i, FE LINTEL STEEL FLAM GRAVITY I GRAVITY I J'P!IFT 'LP_IrT 'L- GTN SPAN _ . _ . GRAI' CAPACITY CAPACKY CAPACITY CAPACIIT TAB' = No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADSPLF ( ) 8" X 6" RECESS DOOR HEADER LW1E!-EAR ! NTEL TYF_ !;NPI SIRE! '3`P!' ED GRA'' T GRAIur LFL.FT 4�I-IRT rENGiI: 5PAV GRAVITY CAPACITY CAF:LITT CAPACITY CCPACITT EOTTCMI EAR i0P EAR "_ITT flIL (D5'J [IJ5L fUYJ (Ih! (IhJ 0,,L (2HJ 3i,' 3P�' 313. TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" CCMPOSHE LINTELS W,E! AR ! INtE! iYr-_ ! NiE! 5t -c! r.Re,.AiY GRA'/ITT JF! Fi !PGE .EfGTH 6PAV V-11TY CAPACITY CAPACITY CAPACIIY --TTG1 EAR TGP EAR (05L (Ili(1IL Ill(Ih! — f15L (2/5J TABLE NO. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS !.TEL _EAR LNTEL 11F2 LINTS -a•= GPo3NTT GRAVITY bP_Gi LPIFT j STN DPW CAFACITY CAPACITY CAPACITY CAPACITY P T. EAR TOP EAR (3 L5 h! (110'0 (! (IA RI (IlL fIHJ (Ih! 12h'J TABLE No. 10 3a, L0TT'S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO, LENGTH TYPE 9'-4' 5RG HT. COMMENTS L-1 11'-4' 8/36-5-1IAl/(I PRE5TRE55ED L-2 4'-6' 8/14-5-(IAW01 RECE55ED L -2A 8'-4' 8/16-5-(IAKUL TOP BARS: L-3 4'-0' 8/16-541A1/(01 L CODES L -3A 4'-6' 8/16-5-(IAI/(01 L-35 4'-6 8/16-5-(IAKOA- L-4 1'-6' 8/16-5-1IAU(IA- 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DE51GN L OAD5 FOR 3'JI! DING5 AND OTHER 5TRJGTURE3 (ASCE 1-10). L-5 1'-8' 8/16-541AU(IA. _IW r. r. N11N ..♦ �c0 ..♦ r + W - w rim 8/6-S-(1) #5/(0)-#5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16 -P -#U #L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3, (1) #5 CONTINUOUS s'Iro 3�. 8'X16' KNOCKOUT BLOCK -•i �' •}. ,1000 PSI GROUT .. (PLACED IN FIELDAQ Aw) TOP BARS: i0 •: !•; '• SEE SCH-DOLE - I� • ' NVcO (1) y5 CONTINUOUS '. �., ?• •• i 7 32' STIRRUPS AT 4'-0' cc (TIED OR WELDED)—BOTTOM BARS 'n^A 1•�••• SEE SCHEDULE (PRESTRESSED) I 1 (2) STRANDS 7/16'^•- 313. Ij I2' 7 WIRE STRESS RELIEVED 16 l 270ks( PRESTRESSED CABLE 5. 8/16-5-(1) #5/(1) 45 TABLE ND. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'• x 8" LINTELS L NTE! CLEAR LNTEL RF_ LINT'c! SiEE! L`PI GRAVITY GRANTY!PIFs '-I-FT L=ATH SPAN G,Z1Ntt CAPACITY CAFACITY CAPACITY CAPACITY EORGfi EAR TOP EAR CAP ­II" (Ill NPAU (IlL (IhJ flfi! (IfiU fIlL Old I FECa".-IED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS(PILE) ( ) 8" X 20" COMPOSITE LINTELS _INTEL CLEAR LINTEL TYPE !MTE! 5TEE! GRAVITY GRAVITY 'SBFT IF_:FT _ENGTH EPAV 2,DTRA1 POP CAPACITY CAPACITY CAPACITY CAPACITY flli (Ih! (I5J (lh!(IHJ flh! f2li Ta9LE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (Pf) 8� X 16, CCMPOSIIE LINTELS L iNTE! CLEAR !INTEL 11 PE !iNTE! 5TEE! GR:VItY GRavltt lRiFt JP_Fi 8PA4 C>ACTY CAPACITY CAPACITY CAPACITY EOiiCf1 EAR TGF EAR (Dh! f1hJ (Ih_(IHJ (15L(IHJ fU5!(2HJ TABLE ND. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTE! C!=v.R LNTE! TTFc LINTEL BTEEI IFAITGRA:NTT LRiFi 'SF_IFi 'EMTH BPAN CAPACITY CAPACITY CAPACITY CAP.LIn 20iiIXi EAR TGF E -'.R (3F-_ (Ili (Ih! (IHJ (Ih! (150 (Ih! 12— TABLE Na. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 24" COMPOSITE LINTELS !iNiE! CLEAR !INT-�' lT�c 'NTE! 5icE+ GRANTT C,Z:NTY 'JP_Ft '+PGT ! c'V�TH BPA4 CAPACITY CAP CITY CAF -IIT G0. '-ITY EDLTCM EAR 1 TGF 5AR e0hL Old (IlL (Ih'J (ISL (1.511 (IH-(2h'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL I CLEAR I LINTEL i, FE LINTEL STEEL FLAM GRAVITY I GRAVITY I J'P!IFT 'LP_IrT 'L- GTN SPAN _ . _ . GRAI' CAPACITY CAPACKY CAPACITY CAPACIIT TAB' = No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADSPLF ( ) 8" X 6" RECESS DOOR HEADER LW1E!-EAR ! NTEL TYF_ !;NPI SIRE! '3`P!' ED GRA'' T GRAIur LFL.FT 4�I-IRT rENGiI: 5PAV GRAVITY CAPACITY CAF:LITT CAPACITY CCPACITT EOTTCMI EAR i0P EAR "_ITT flIL (D5'J [IJ5L fUYJ (Ih! (IhJ 0,,L (2HJ 3i,' 3P�' 313. TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" CCMPOSHE LINTELS W,E! AR ! INtE! iYr-_ ! NiE! 5t -c! r.Re,.AiY GRA'/ITT JF! Fi !PGE .EfGTH 6PAV V-11TY CAPACITY CAPACITY CAPACIIY --TTG1 EAR TGP EAR (05L (Ili(1IL Ill(Ih! — f15L (2/5J TABLE NO. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS !.TEL _EAR LNTEL 11F2 LINTS -a•= GPo3NTT GRAVITY bP_Gi LPIFT j STN DPW CAFACITY CAPACITY CAPACITY CAPACITY P T. EAR TOP EAR (3 L5 h! (110'0 (! (IA RI (IlL fIHJ (Ih! 12h'J TABLE No. 10 3a, (1) p5 CONTINUOUS REINFORCING SCHEDULE & LOAD CAPACITIES 3, 6 8'X16' KNOCKOUT BLOCK SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER � 000 PSI GROUT LINTEL r! EAR L'NTE! TYPE ! WiE! StEE! GRANTY GR3NTY LPGs PLACED IN FIELD) 174 5P.N CA'ACItY CAPACITY CJTTCTI EAR TCP EA rah! [IhU (IhL (IFi'J Irk t•: TOP BARS: C--ENERAL NOTES: '• SEE SCHEDULE L CODES "6 • I.I. F! GRIDA 3'JILDIKC- CODE RE 5I DENTIA! , 6TH EDITION (2011), SECTIONS 8402.2 a 8606 (1) #5 CONTINUOUS 1.2. FLORIDA BUILDING CODE RE5I DENTIA! , 6TH EDITION (2011), SECTIONS 1?'012 6 2101. _ _ 13. E'JILDINC- CODE RECUI,ZEMENT5 FOR REINFGRCED CONGRETE (AGI 315-0a). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DE51GN L OAD5 FOR 3'JI! DING5 AND OTHER 5TRJGTURE3 (ASCE 1-10). :,j� 7/32' STIRRUPS AT 4-0' tC CONCRETE: X2.1. _IW ('(IED OR WELDED) GONORETE CONFRE551`/E 5TRENGTH AT 23 DAY5, BOTTOM BAR 2.1.1. c -CAST 'J/STANDARD REIN=CRC=— ENT -4000 F51 2.1.2. FR= -CAST W/FRE51'RE55 REINFORCEMENT -6000 F51 SEE SCHEDULE (PRECAST) 2.13. GROUT F -=R A5TM 0416 - 30-00 F51 'J/ MARC. 3/5' AGGREGATE, 3' TO IP SLUMP. 22. REINFORCING BARE: 5TEE! FLACED IN FRECAST ! WTE! AT TIME OF FABRICATION A5TM Ab13 (GRADE 6-0) 112 STEEL IN LINTEL AND KNOCKOUT BLOCK (FLACED IN FIE! D) ASTM A'oB (G --RADE 40). I 23." FRE-5TRE STRANDS ASTM A4!6 STRESS RELIEVED 210 KSI NCE EI, 2 DETAIL REINFGRGENENT IN ACCORDANCE WITH ACI 313. INFO '' CONCRETING OFERATION5 SHALL COMELY WITH ACI STANDARDS. ,IMAeCTNRY: 1 3. 3.1. DE51GN AND CON5TRUCTION 5HA! L CONFGRIM TO THE 5FECIFIGATION OF TI -.E NATIONAL CONCRETE MASONRY A550CIATION AND ACI 530-0a. 3.2. MWIMLN MASA\RY 4NIT 5TFHNGTH: F 1500 F51. 8/16 -S -(i) #5/(1) #5 33. MORTAR 5HA! L 3E TYPE 5. STRUCTURAL^ -4.1. PRECAST ' ! O, -D VALUES ARE EASED ON LINT=L 5' AVE:NC-- A B=ARWG OF 5' (WITH A MiNIMJM ACGEFTA31LE SEARING OF 4 PER F! GRIDA 3'JI'_DING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING - CODE RESIDENTIAL, 5TH EDITION (2014). SECTION 2104.19 r. r. N11N ..♦ �c0 ..♦ r + W - w rim 8/6-S-(1) #5/(0)-#5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16 -P -#U #L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3, (1) #5 CONTINUOUS s'Iro 3�. 8'X16' KNOCKOUT BLOCK -•i �' •}. ,1000 PSI GROUT .. (PLACED IN FIELDAQ Aw) TOP BARS: i0 •: !•; '• SEE SCH-DOLE - I� • ' NVcO (1) y5 CONTINUOUS '. �., ?• •• i 7 32' STIRRUPS AT 4'-0' cc (TIED OR WELDED)—BOTTOM BARS 'n^A 1•�••• SEE SCHEDULE (PRESTRESSED) I 1 (2) STRANDS 7/16'^•- 313. Ij I2' 7 WIRE STRESS RELIEVED 16 l 270ks( PRESTRESSED CABLE 5. 8/16-5-(1) #5/(1) 45 TABLE ND. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'• x 8" LINTELS L NTE! CLEAR LNTEL RF_ LINT'c! SiEE! L`PI GRAVITY GRANTY!PIFs '-I-FT L=ATH SPAN G,Z1Ntt CAPACITY CAFACITY CAPACITY CAPACITY EORGfi EAR TOP EAR CAP ­II" (Ill NPAU (IlL (IhJ flfi! (IfiU fIlL Old I FECa".-IED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS(PILE) ( ) 8" X 20" COMPOSITE LINTELS _INTEL CLEAR LINTEL TYPE !MTE! 5TEE! GRAVITY GRAVITY 'SBFT IF_:FT _ENGTH EPAV 2,DTRA1 POP CAPACITY CAPACITY CAPACITY CAPACITY flli (Ih! (I5J (lh!(IHJ flh! f2li Ta9LE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (Pf) 8� X 16, CCMPOSIIE LINTELS L iNTE! CLEAR !INTEL 11 PE !iNTE! 5TEE! GR:VItY GRavltt lRiFt JP_Fi 8PA4 C>ACTY CAPACITY CAPACITY CAPACITY EOiiCf1 EAR TGF EAR (Dh! f1hJ (Ih_(IHJ (15L(IHJ fU5!(2HJ TABLE ND. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LNTE! C!=v.R LNTE! TTFc LINTEL BTEEI IFAITGRA:NTT LRiFi 'SF_IFi 'EMTH BPAN CAPACITY CAPACITY CAPACITY CAP.LIn 20iiIXi EAR TGF E -'.R (3F-_ (Ili (Ih! (IHJ (Ih! (150 (Ih! 12— TABLE Na. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 24" COMPOSITE LINTELS !iNiE! CLEAR !INT-�' lT�c 'NTE! 5icE+ GRANTT C,Z:NTY 'JP_Ft '+PGT ! c'V�TH BPA4 CAPACITY CAP CITY CAF -IIT G0. '-ITY EDLTCM EAR 1 TGF 5AR e0hL Old (IlL (Ih'J (ISL (1.511 (IH-(2h'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL I CLEAR I LINTEL i, FE LINTEL STEEL FLAM GRAVITY I GRAVITY I J'P!IFT 'LP_IrT 'L- GTN SPAN _ . _ . GRAI' CAPACITY CAPACKY CAPACITY CAPACIIT TAB' = No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADSPLF ( ) 8" X 6" RECESS DOOR HEADER LW1E!-EAR ! NTEL TYF_ !;NPI SIRE! '3`P!' ED GRA'' T GRAIur LFL.FT 4�I-IRT rENGiI: 5PAV GRAVITY CAPACITY CAF:LITT CAPACITY CCPACITT EOTTCMI EAR i0P EAR "_ITT flIL (D5'J [IJ5L fUYJ (Ih! (IhJ 0,,L (2HJ 3i,' 3P�' 313. TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" CCMPOSHE LINTELS W,E! AR ! INtE! iYr-_ ! NiE! 5t -c! r.Re,.AiY GRA'/ITT JF! Fi !PGE .EfGTH 6PAV V-11TY CAPACITY CAPACITY CAPACIIY --TTG1 EAR TGP EAR (05L (Ili(1IL Ill(Ih! — f15L (2/5J TABLE NO. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS !.TEL _EAR LNTEL 11F2 LINTS -a•= GPo3NTT GRAVITY bP_Gi LPIFT j STN DPW CAFACITY CAPACITY CAPACITY CAPACITY P T. EAR TOP EAR (3 L5 h! (110'0 (! (IA RI (IlL fIHJ (Ih! 12h'J TABLE No. 10 3a, REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER � LINTEL r! EAR L'NTE! TYPE ! WiE! StEE! GRANTY GR3NTY LPGs 'u-'!'iFT 174 5P.N CA'ACItY CAPACITY CJTTCTI EAR TCP EA rah! [IhU (IhL (IFi'J cAFACITT (L5L (15J C:PACITT ,11112— 115112 - 3a, PRESTRESSED 8/20-S-(1) #5/(1) #5 8/24-S-(1)_#5/(1)#5 8/16-5-(l) #5/(1) #5 8/14-5-(l) #5/(1) #5 8/32-S-(1) #5/(1) #5 8/28 -S -(l) #5/(1) #5 A R C H I T E C T S Design Groupflnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SvsDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#Ol) PROJECT : R2065.074/00001 PAGE: LINTEL PLAN (LOTT'S) ARCHITECT STATE OF FLORIDA SIPP 1 3 DATE: 9%12/18 SHEET 5C OF 9 A R C H I T E C T S OF ppDesPinc.n GI �U 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 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA SE,P 1 DATO/9/12/18 sC :1/4"=1'-0" �0■�0��100�� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA SE,P 1 DATO/9/12/18 sC :1/4"=1'-0" FA-----------w__________� II II II II II II II II I LANAI V-4' CLG. I II II II II II II II II (2) 25-5H 6080 8GD G 16'-0' X T-0' OHGD L -I-------------- LINTEL 1P ILS SCALE: 1/4 = 1'-0' QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O, Box 11 - Brandon, F(orlda 33509-0011 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8"X 32" COMPOSITE LINTELS LENGTH N LINTEL LENGTH CLEAR SPAN LINTELTYPE N LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (DETAI 1J#SU (DETAI(1)#SU DETAIL'U' GRAVITY CAPACITY DETAIL'V' L -3E3 UPLIFT CAPACITY (1)#51.(2)#5U DETAIL'W' 2'-10" I'-6" •T 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 GREAT ROOM 2'-2" PRECAST (2) D4.5 WIRE 9'-4' CLG. L -3A 10000 10000 10000 N 2'-8" PRECAST (2) D4 5 WIRE N 10000 10000 10000 10000 ■ 3'-2" - - - - - - - - - - - - - - - - - - - - - - - - (2) D4.5 WIRE 2 No. 3 10000 L - - - PANTRY 10000 1 10000 I I ;: I I I O�PDR PRECAST (2) D4.5 WIRE2 I 9576 10000 ■ _ _ KITCHEN I V-4' CLG. III MUD ROOM 4'-0' PRECAST 121 D4.5 WIRE V-4' CLG. 7009 10000 10000 I I F0FOYER U O I I 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 e 10000 10000 1 10000 ■ 5'-2" 1 PRECAST (2) D4.5 WIRE ■ 7924 10000 9263 1 10000 7-6" 38 I PRECAST ■ 2 No. 4 2 CAR GARAGE 10000 6723 1 10000 V-4' CLG. L-3 I ENTRY V-4' CLG. - - - L-2 5473 I 6402 10000 G 16'-0' X T-0' OHGD L -I-------------- LINTEL 1P ILS SCALE: 1/4 = 1'-0' EXTERIOR MAWNRY WALL 5RG. HEIGHTS NON -EKG. WALL QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O, Box 11 - Brandon, F(orlda 33509-0011 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8"X 32" COMPOSITE LINTELS LENGTH TYPE: V-4' COMMENTS 5RCa. HT, LINTEL LENGTH CLEAR SPAN LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (DETAI 1J#SU (DETAI(1)#SU DETAIL'U' GRAVITY CAPACITY DETAIL'V' UPLIFT CAPACITY (0)#5L (1)#5U (1)#51.(1)#5U DETAIL'U' &'V' UPLIFT CAPACITY (1)#51.(2)#5U DETAIL'W' 2'-10" I'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4 5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 1 10000 4'-8" S-4" PRECAST (2) D4.5 WIRE2 No.3 9576 10000 10000 10000 5'-4" 4'-0' PRECAST 121 D4.5 WIRE 2 No.3 7009 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5700 10000 10000 1 10000 6'-6" 5'-2" 1 PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 1 10000 7-6" 6'-2" I PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 1 10000 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 3' -0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (21 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 5348 2699 4424 12'-U* 10'-8" PRECAST (2) No.3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2535 2961 1884 3137 2970 4965 12'-8" PRECAST (2) No.3 2 No. 5 2278 1 2698 1691 2856 14'-8" 13'4" PRESTRESSED (2) No.3 (2) 721 Nor 4and T 3326 3326 1829 2919 I5-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.4 3031 3031 1666 2702 17'-4" 16-0" PRESTRESSED(2) No.3 (2) 7/16 strand+ 2 No.4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.5 1865 1865 1029 1869 20'-0" 18'-8" PRESTRESSED I2) No. (2) 7/16 strand + 2 No. 1737 1737S 959 1778 21'-4" 20'9" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.5 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + (21 No.5 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED 121 No.3 (2) 7116 strand+ 120 1250 658 1300 EXTERIOR MAWNRY WALL 5RG. HEIGHTS NON -EKG. WALL QUALITY PRECAST COMPANY STRONG' ON SERVICE P.O, Box 11 - Brandon, F(orlda 33509-0011 LINTEL NO LENGTH TYPE: V-4' COMMENTS 5RCa. HT, L-1 Il' -4' 6/36-5-0,!/llX PRESTRESSED L-2 4'-6' 8/14-5-(UU/(0d. RECESSED L -2A 8'-4' 8/16-54IAAM L-3 4'-0' SA6-5-(IXI/(011. L -3A 4'-6' 8/16-5-(IXMA. L-35 4'-6' 8/16-540(01 L-4 l'-6' 8/16-5-(la.l/llh. 993 993 6116 -5 -MUM. EXTERIOR MAWNRY WALL 5RG. HEIGHTS NON -EKG. WALL 14'-8" 13'4" PRESTRESSED 15'-4" 14'-0" PRESTRESSED 17'-4" 16'-0" PRESTRESSED 19'4" 18'-0" PRESTRESSED 20'-0" 18'-8" PRESTRESSED 21'-4" 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED LATERAL SAFE LOADS (PLF) (2J No. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP UPLIFT UPLIFT LINTEL STEEL GRAVITY GRAVITYI'M LENGTH SPAN WIRE/ BAR CAPACITY BOTTOM BAR CAPACITY CAPACITY CAPACITY SIZE LINTEL TYPE (0)#51.(1)#5lJ(1)#5L(1)#51#51-(1)#5U (I)#51.(2)#5U (&V (2) 7/16 strand + 1291 DETAIL'H' &'l'L(1 DETAIL H' I DETAIL')' DETAILW AI 14'-8" 13'4" PRESTRESSED 15'-4" 14'-0" PRESTRESSED 17'-4" 16'-0" PRESTRESSED 19'4" 18'-0" PRESTRESSED 20'-0" 18'-8" PRESTRESSED 21'-4" 20'-0" PRESTRESSED 22'-0" 20'-8" PRESTRESSED 24'-0" 22'-8" PRESTRESSED LATERAL SAFE LOADS (PLF) (2J No. 3 (2) 1/ 16 strand + 1419 I 1419 850 1347 2 No.4 8"x8" RECESS DOOR HEADER PER STRUCTURAL PLAN SIZE LINTEL TYPE (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 PRECAST 2 No.4 (2) No.3 BOTTOM BARS 4'4" - (2) No. 3 (2) 7/ 16 strand + 993 993 600 1084 LATERAL SAFE LOAD 2 No.4 CLEAR DOOR !INTEL TYPE LINTEL STEEL TOP (2) No. 3 (2) 7116 strand + 1035 1035 478 936 TOP WIRE/ 2 No.5 pLA", SOLID 3'-0" LENGTH SPAN (2) No. 3 (2) 7/16 strand + 961 961 446 872 SOLID 2 No.5 4336 10000 6'-8" BAR BOTTOM (2) No. 3 (2) 7/16 strand + 834 834 390 763 BOTTOM 2 No.5 05(l) U IOI L #5 (1) U (1) L 3810 10000 (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No. S GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER BAR CLEAR SPAN (2) No.3 2 7/16sran + 171 IJn 5 642 1 642 1 306 599 TYPE DESIGNATION P - PLAIN LINTEL/T' QUANTITY OF #5 BAR AT S - SOLID LINTEL � LOWFRLINTELCAV[TY [18x16 -P-1 L/]U] NOMINAL W IDTH J ` QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) z' z' (2) D4.5 WIRE (2) No.4 1 396 489 1 489 'L ---Y (I) 45 CONTINUOUS REQD. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER PER STRUCTURAL PLAN SIZE LINTEL TYPE 8"x8" RECESS DOOR HEADER N 2'-4" (TIED OR WELDED) PRECAST (2) 04.5 WIRE (2) No.3 BOTTOM BARS 4'4" - 2'-4" TOTAL CLEAR DOOR LINTEL LINTELSTEEL LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR !INTEL TYPE LINTEL STEEL TOP LINTEL GRAVITY SAFE LOAD 2'$" �NGTH SPAN SIZE TYPE TOP WIRE/ STEEL pLA", SOLID 3'-0" LENGTH SPAN SIZE 7102 10000 WIRE/ BAR STEEL 4'-0" SOLID SOLID (2) No. 3 4336 10000 6'-8" BAR BOTTOM PRECAST (2) D4.5 WIRE (2) No. 4 5323 10000 7'-8" 6'-4" BOTTOM PLAIN 05(l) U IOI L #5 (1) U (1) L 3810 10000 8'-4" 8'-0" BAR DETAIL 'DA' IDETAIL 'DB' 2202 5434 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER BAR CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID 45 (1) U(0)L #5 (1)U(ULF DETAIL'DH' DETAIL'DY D X-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (21 No.3 5713 10000 4'-0" 2'-8" 2'-4" DETAIL'DA' DETAIL DB- DETAIL 'DC' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 (2) No. 3 4032 10000 4'-4" 3'-0" 2'-8" PRECAST 121 D4.5 WIRE (2) No.3 3647 9133 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 6' 0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER 4'1" 2'$" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 2'4" PRECAST (2) 04.5 WIRE (2) No.3 2970 4965 4'-2' 1 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 4'-4" 3'-0" 2'-8" PRECAST 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 4'-4" 3'-0' 2'-8" PRECAST (2J 04.5 WIRE (2J No.3 1137 1737 1193 2290 6'-B" 5'-4" 5-0" PRECAST (2) D4.5 WIRE 121 No.4 1764 1763 7'4" 6'-4" 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1 1409 1409 7-8" 4'-4" 3'0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'$ 3'4 3�0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 5'-8" 4'-1 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 1 5--8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 5'-0" PRECAST (2J 04.5 WIRE (2) No.4 606 1097 6'-8" 5'-4" 5'-0" PRECAST (2) 04.5 WIRE (2) No.4 662 816 816 6'4" PRECAST (2) D4.5 WIRE (2) No, 4 498 863 7'-8" 1 6'-4" 1 6'-0" PRECAST (2) 04.5 WIRE (2) No. 4 1 542 669 669 9--8" 8'-4" 8'4" PRECAST (2) D4.5 WIRE (2) No. b 294 510 TYPE DESIGNATION P - PLAIN LINTEL/T' QUANTITY OF #5 BAR AT S - SOLID LINTEL � LOWFRLINTELCAV[TY [18x16 -P-1 L/]U] NOMINAL W IDTH J ` QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) z' z' (2) D4.5 WIRE (2) No.4 1 396 489 1 489 'L ---Y (I) 45 CONTINUOUS REQD. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH PER STRUCTURAL PLAN SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR 7/32" STIRRUPS AT 4'-0'cc GRAVITY SAFE LOAD SOLID SOLID 45(1)U(0)L #5(1)U(1)L DETAIL DU' DETAIL'DV' D N 2'-4" (TIED OR WELDED) PRECAST (2) 04.5 WIRE (2) No.3 BOTTOM BARS 4'4" - 2'-4" SEESCHEDULE NOTES: ' I. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. 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) (SEE SCHEDULE) 2- - 'I`1 - (1) #5 CONTINUOUS REQ D. "' � PER STRUCTURAL PLAN ('NW --1ro I ci 7732" STIRRUPS AT 4'-0'- .., -I IT ED OR WELDEDI NOTES:' I. MINIMUM COVERAGE OF STEEL - 1.5" 2.MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR RENT. STEEL ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9--8" 8'4" 1 8'-0" 1 PRECAST 1 (2) D4.5 WIRE (2) No.4 1 396 489 1 489 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEARDOOR SPAN SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STE BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID 45(1)U(0)L #5(1)U(1)L DETAIL DU' DETAIL'DV' D 3'-8" 2'-4" 2'-0" PRECAST (2) 04.5 WIRE (2) No.3 10000 10000 4'4" 2'$" 2'-4" PRECAST (2) 04.5 WIRE (2) No.3 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 4'-4" 3'-0' 2'$" PRECAST (2) D4.5 WIRE (2) No. 3 8654 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 5323 10000 7'-8" 6'-4" 6'-0" PRECAST (2) 04.5 WIRE (2) No.4 3810 10000 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2J No.4 2202 5434 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID 45 (1) U(0)L #5 (1)U(ULF DETAIL'DH' DETAIL'DY D X-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (21 No.3 5713 10000 4'-0" 2'-8" 2'-4" PRECAST 121 D4.5 WIRE (2) No .1 4511 10000 4'-2" 2'-10" 2'-6" PRECAST (2) 04.5 WIRE (2) No. 3 4032 10000 4'-4" 3'-0" 2'-8" PRECAST 121 D4.5 WIRE (2) No.3 3647 9133 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 6'-8"5-4- 5'-0" PRECAST (2) D4.5 WIRE (2) N0.4 22976 2976 7'-8" 6'-4" 6' 0' PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BARS GRAVITY SAFE LOAD OLID PLAIN 15 (1) U (01 L DETAIL DE DETAIL'DF' D 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 4'-0" 2'-8" 2'4" PRECAST (2) 04.5 WIRE (2) No.3 2970 4965 4'-2' 1 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE F (2) No.3 1966 3390 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 6'-B" 5'-4" 5-0" PRECAST (2) D4.5 WIRE 121 No.4 1764 1763 7'4" 6'-4" 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1 1409 1409 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1000 1000 UPLIFT SAFE LOAD SOLID SOLID 95(1)U(0)L 45(21UIII L 45 I U I L :TAIL'DB' &'DC' DETAIL DDI 1753 1753 1483 1483 1376 1376 2a4 1284 31 1131 831 831 650 654 462 537 261 393 UPLIFT SAFE LOAD SOLID SOLID i(1)UtoIL #5(2)U(1)L ,IL'DU' &'DV' DIET AIL'DW' 10000 10000 10000 10000 10000 10000 10000 10000 9975 10000 6110 10000 4103 10000 2929 9691 1680 5174 UPLIFT SAFE LOAD SOLID SOLID s(1)Urot L 4s(2)up)L 5 I U 1 L WI T DETAIL DI 10000 70000 9686 10000 8687 9503 7835 S "3 6382 6382 3839 3839 2676 2737 1918 2121 1113 1455 UPLIFT SAFE LOAD SOLID SOLID '0)U(0)L #5(2)U(1) 5 1 U I L ,IL'DE' &'DF DETAIL'DG' 5637 5637 4401 4401 3965 3965 3607 3607 3053 3053 2085 2085 1578 1578 7--7-1 267 686 1 903 A R C H IT E C T S yDesn GI ®U Inc. 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 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA S DA": 9/12/18 SCAT :1/4"=1'-O" SHEET 5EOF ER SPAN CHART 51ZE5 PER CHART, U.N.O.) SING -:LE STORY APPLICATION SIZE CONNECTOR S C �DU L �CONTROL DATE: 0l-OI-iS DBL 2 x 6 SIMPSON DBL 2 x 8 LISP DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER UP TO 5'-0' MET.". -!6 1369 ITA 16-!d 1400 (1) 12d x 112' 1 -FLT, (6) 16d 2 -FLY, ('JSP: CO) !0d X I Vl' - NO !ad OPTION) V-0' AND OVER AT EACH END OF HE 1300 I 3 (4)!66 ?-PLT (U5P: KObd 'OPTION) HETA-!a 1910 HTA 1b 6!5 (9) IOd x I In' -PLY, (5) [ad 2 -PLY U5P: (10)!06 x 11/2', — 'bd'OPTION } Z O U) :ZETA -20 1910 (2) HET: -29 2'035 —250'0 LST -2 2!59 9ETAL-20 2480 HTA 29 (2) urA-29 L'JGT-2 NO U6F CONVERSION '615 3119 1315 FOR SIMFSON DETGL-20 (9) IOd x I I2' I -PLT, (5) !Od 2 -PLT U5P: (10) !Od x I In', NO:Sl OPTION (10) Od x 112' ]-PLY USP: (10) Od a I In. (!?1 !6d ?-PLY ('JSP: NO 'ad OPTION) (l) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) /4' 15, L'009 Ca) IOd (Ie) - !Od x 11/?, I FLY MGT 33b5 MUGT 4000 (V 5/5' ATR IN HIGH STRENGTH EPDXY (MIN. !?' EM5ED), (??) IOd TO HOD (USF: (29) Od TO WOOD) HGT-2 !09aO HUGT.2 - (2) 3/4' ATR IN HiGH 5TRENGTH EPDXY (MIN. 12' EMBED), (!b) Od TO WOOD ('JSP: U' DOD (8) 1¢6) HG- !-39 HJ5T-3 ?365 1(2) 3/4' AT.R IN HIGH STRE-NGT:; EPDXY (MIN. 12' EMBED), ('.6) IOd TO'LOOD (USP: WOOD (3) IOd) ! GT3-5D52S 3255 L'JGT-3 5330 (!?) SDS I/4'x2 I2' TO GIRDER l31 3/a' x > TITEN HD TO WA! ! (VSP: CONC. (4) 3/5' iC 5".WEDGE BOLT, 'WOOD (12)'-)625: _ 'TA? 1210 PARALLEL TO WALL 2 145 PERPENDICULAR TO I L TA P ___ I»> _ ('01106 x I-12' fUoP. (10) IOd x I IR' 4?3O NO 'JSP CDNVERSIGN FOR 51MF5ON VGT (1) 5/8' ATR iN WISH 5TRENGTH EPDXY (M,N.'2- EMEED), (!a) -SDS V, X3' TO UOOO 1195 NO 'J5P CONVE-5ION FGR 5 -MP" N (?) I.T) (2) 5/8� .T.21N� IGH STRENGTH EPDXY (MIN. 12' Ef'BED), (32J-SD51/."X31 /? PLY MT5-!2!00000 MIJ 12 1 1595 1 (I4) IOd x I IR' (LSP: (14) !Od x I IR', (14) 10d) H T5-!6 II50 HTW '6 1669 ('61 !9d x 112' (LBF; ('&) !9d I A, HT5.20 1459 HTU 29 2245 (24) !Od x I IR' NSF: (24) !Od z 1 V2', (29)'26) HT5-24 1459 HTm 24 2945 (24) IOd .1 IR' (U5P: (24) !Od x I Irz'. (20) 12d) LSTA- 2 ?25 1 5TA !2 9l0 (10) IOd L'SP: CO) I9d LSTA-'3 :• "235 L5T" '3 13 6'0 (1411-) 'Od u 5P: (1-)'d M5TA-13 :: !3ia MSTA-!3 !3:S (:47!96 U5P: (14)!Od (n M5T A-24:• 1640 M5TA-24 Ila9 Ca) IOd LSF: (14) "Od EL -w--3.:. 2,O50 M"TA- 2149 (22) '9d U5P: (22)!.d Q M5TA-36 .. 2959 MSTA-36 2525 (2a) 10.1 U5P: (2a) 106 � M5T1-3'o 3990 K5T1 36 3290 (36) IDd x 1112' U5P: (36)!06 x I I/?' V) 1.5TI-4a 5965 CT51 249 4250 (43) IOd x I I2' U5P: (45) IOd x 112' ?50 _FTA 6 - - (a) 3d TO FLATE6, (S) 3d TO STUDS (U5P: (!a) 5d x 1 V2', (!a) ad) W4 365 5PT 4 E45 (a)!Od x I IR' TO 5ND5 U5P: (a)!Od x 1 I/2' TO 57.,D5 A343?5 MP 34 410 (4) dd x 1 1/2' TO SEAM, (4) ad 'x I In' TO POST. U5P: (4) ad x 1 I/2' TO SEAM, (4) ad x I IR' TO P05T. HCP? a45 HCP 2 !Ol0 (12) !O6 x 1 1/2' 'J5P: CO) !Od x I V?' TO TRJ55, (!9) !Od X I V2' TO PLATE H,.A 1340 RT !6A 2!?0 (19) !Od x I N' USP: (9) IOd x I IR' TO TR aG, (a) !Od X 1 1/2' TO PLATE VGT ( HD'J4,SaS PHD 4A 4535 (!61.593 1/4'x3' TO 'UOOD, (10)-5D5 1/,'Q I2' W/ THREADED ROD, (2) N'JT5/'JA5HER/1 PLY U5P: 5/a' ATR MIN. l' EI"M5ED SET IN HIGH STRENGTH -c FOXY, (10) WSO WOOD 5CR-cW5 VGT . HD1E 4949 TDX 10 5110 Ca,'.SDa 1/4'x3' TO WOOD, (3)-3/, 5TUD EOLT5 W/ THREADED ROD, (2) NUT5FWA51ER/2FLY USF: 7/3' ATR M.N. l' EMBE9 SET iN HIGH 3TRENGT1,1 EPDXY, (4) 1/5' THRJ-50LT5 AEU 44 2209 1 66&5 PAU 44 3535 6lT (V 5!a' ATR M :J:G'H STRENC-TH EPDXY, (MIN. l' EM5EDJ IN CONC, 02)'ad TO -. D USF: 5AME A5 SIMP6IN-1 AB'J 66 2309 2000 FAU 66 2535 13915 (U 5/6' A.T.R. iN HIGH 5TRENGTH EPDXY, (MIN. l' EMBED-) IN CONC, (!21!6d TO '_'COD U5P: 5A1NE A5 51MP5GN V) I TT19 : 1340 LT5 19 1205 (U 3/4' AT,R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., !a)IOd TO WOOD LSP: SAME A3 31MP50N Q LTT20E :.. 1600 LT5 225 1105 OO (1) V2' A.TR NHiGI STRENGTH EPDXY, (MIN. l' Ef E:ED.) .N CONC, COAOd TO 'WOOD U5P: 3/, ATR MIN I.EI'-BED SET IN HIGH 5TRENGTH EPDXY, (19) !Od, (10) !Od x U Z HTT4 „55 HTT45 „ a5 (1) 5,a' AT.R IN HIGH STRENGTH EPDXY 111N. 1' -)`+.BED) IN CONC, (13) 5D':. X 11/1' N5P: OO)'ad X 2-V?') USF HA5 M.—NAL OPTION5: [20) !91, (2O) !9d x 1-V2', (20) !bd x 2 I(!' Q HTT5 6039 HTT45 5430 (V 5/a' A.TR IN HIGH ETRENGTH EPDXY [MIN. l' .M -_OJ IN CONC., (2a) lad X 2 12' (U5P: (20)'66 X 2-12') U5P HA5 1.1 -NAIL OPTIONS: [2a) I9d, (231 N` x IM "(20) !6d x 2 V2' HHDQII-5D5 2.5. 1 II,a!O LPH. 11 !2090 (I) 1- ATR IN HIGH 5TRENGTH EPDXY, (MIN. IO' EM3_DJ IN CONT, (24) 51-)5X' x A' UDOD SCIZ-15 0J5P: (24) L`531700 YnTc'L6) HD13 6x45 TIO. 10 5110 (I) 1/a' A3. iN HIGH 5TIi_NGTH EPDXY (MIN, l' EMEED) IN CONC (3) 3/:' STUD EDLiS TO'JOOD (U5P: !4) l/a' BOLTS) (n MBHA 3�a/1125 3415 5339 NFM35X!2U 3!65 1139 " P5ON: (11 3/," AT,R IN HIGH STRENGTH FOXY, (MIN. a.l� EY�5EDf ENT) IN C.MU. TOP (1) 314- FACE, (I5T2d TO BEAM A ATR IN HIO-:! 5OLT WIN EPDXY,: EII-L 6.15' EMBEDMENT) IN 4- FROM LSP; [1112' J -BOLT W/ MINIMLM 6: EMBED.. N'DT LE56 THAN FRDM EDGE G GOND W/ 3/4' DIA IPJ RAM5ET, EDHEAD DYNA BOLT SLEEVE ANCHOR OR EO. "J/ MIN_ EM5E9 DEPTH INSTALLED N THE FACE. (14)'Cd AT JOIST W2660 (7 HUS0412 (1009) (FLR) BOBS 3265 (ROOF) H -54-1F3260 ?530 (FLR) 32'_5 (ROOF) (!9) ad TO :-.FADER (!D) !6d i0 —0- U5P: SAME AS 5IMP60N Z HUC410 (GTJ) V. SOaa HD410 IF 1-5 3115 (13)1/:' x 2-3/4' TITEN (9 FER FLANGE)CM TO U, (10) IOd TO WOOD: ('JaF: (15)1/4' x 3- IJ53 SCREW6 'S, (I0) IOTO WOOD. 1E HUC2!0-2 (CMU) :5!O 5085 HD2!9-?IF 1905 3115 (;6) 1/4' X 2-3/4' TITEN (3 PER F_: 5=_) TO CMU, C.) IOd TO Wb0.: (U5P: (1311/4' x 3' W33 5CREW5, (19) !Od TO WOOD HUr2'0-3 (CM'J)13!0 3009 HD?!2-3iF 1905 3115 (1311/4 x 2-3/4' TITEN (3 FER FLANGE) TO CMU (10)1Od TO 'WOOD: (U5P: Ca) 1/4' x 3' LL53 SCREWS (!O)!Od TO WOOD LG'JM26-2-59� 1430 ��?� NO'J5P CONVERSION FOR 51MPSON L S' 26 -2 -SDS - _" 2 -' "N'GH) r !J (4) ` 2 _ _ _ _ O -1 (4) 3/S' x 4' TIT_N HD ANCHGR6 ( F -R r_,. __ TO ._I"' . I/, :( V2' a9� 6GRC"_a T .YJGD 'GH 5T,R NSTH EPDXY 5IMP50N 'SET EPDXY-TIE'. CONTACT THE ARCHITECTrNGINEER OF RECORD ANCH'ORIN'G 5Y5TEM5. FOR WRITTEN APPROVAL FRICR TO V-55TIPJTING FOR 5I11ILAR EPDXY FROD C_T5 OR U5P -CIA ADHE511/E WERE ANCHOR EMBEDMENT 15 SREATER THAN l' DEEP, THE VERTICAL CELL IN C.M.U. ':,'.ALL MUST EE FILLED BOLD ':I/ GROUT. :Od COMON NAIL5 PRIOR TO INSTALLATION. CAN BE 51,55TIT'JTED WITH !2d x I I/2' NA!LS iN CONJUNCTION 'LITH A 231. REDUCTION IN THE ALLO:'A5LE LOAD. URITTEN APPROVAL FROM THE ARCHITECT 16 REQUIRED FCR THI5 APPLICATION :- MINIMUM EM5EDMENT INTO THE TOP OF A 50ND5EAM WILL BE 5', MINIM N EM5EDMENT INTO THE FOUNDATION WILL eE l' u F- 0 ATR = A-391 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) z "- - - ,5 5= a= OF THE 'WIDE `/ARicTT G MATERIA! 5, ! OCATIONa, 15 USED. -- - - - - - - - PROPER - -- AND CONDITIONS THAT MAY Arr_GT CONh=CTGFS, THE CONTR=.GTGR MLaT 3c IZ-SPONSi B! c FOR MAKING d..,� THAT THc rRGrcR CG,�ROSION rMOTCCTIGfI WHEN L51NG STAINLESS STEEL CONNECTORS, U5E 5TAINLE55 STEEL FASTEN ER5.!U,EN U51NG ZMAX / HDG GALVAN!?=D C ECTGR5, U5E FA5TENER5 GALVANIZED PER A5131-Ai53 'J5E GF EXP."-N510N ANCHOR5'W!LL EE EVALUATED ON AN INDIVIDUAL 5A515 AND MU5T HAVE 'IRITTEN APFROVAL FROM THE ARCHIT=_CT,E_ -NEER OF RECORD FRIOR TO J5-_. "' L CONN CTGR VALUE5 1_A5E1 IN 61MP5—'!'_OOD C11111FJCTION CONNECTERS C 20!31 ,'HIGH '-)IND-RE615TANT CONSTRUCTION C-4109, AND ANCHORING a FA5TE1ING 6Y6TE .5 FOR CONCRETE ( MASONRY CATALOG C -5A5-2012. ER SPAN CHART 51ZE5 PER CHART, U.N.O.) SING -:LE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO V-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 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 V-0' AND OVER 2 x 12 (•2 SYP) 7/16' OSB (TYP•) NAIL (3) 126 a 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REaUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-0' U.N.O. 4' -II 1/2' 1' -II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2I AT EACH END OF HE 1 I 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 BRE. HEIGHTS 9'-4' BRG. LOAD BRG. WALL NON-BRG.WALL SECURE: (2)2x12/LVL BM TO PT 6x6 POST UJ/ (2) M8TA-24 POST TO SLAB UJ/ABU-66 (4-TYP) CAE (2,T1TS-12CJ4E F03 HVC-410 F04 F05 n w W W W lU U1 W LLL U.I W w n I - xI B I (22 5M 111-(z)2xlzBM I - VIII II (I I II } Illl -1 _ _-1 L L A _ _ _ _ _-0 N N ----------- _ ____________________ ------------------ --- 1 ITTo-__ 1-101 --- F -101___' I� __I_d,___TI� �T91F___ ___ �Y 110 B Q 0 0 B 0 Q 0 0 0 IIp� IIB W -1 -A 1 r e I II II �� II II II II II II II II II II II _I_.61L 4 CAE CJ4E__ (2JMT5-12 HVC-410 i i i i i 1 1 TRUSS TO 4X6 I I I III II II I I I I i i i i r POST UJ/ (2) MT5-12 I I I POST TO SLAB II II I1 HTT-4 1I II III II II II II II II II II 1 FG02 - FL05 r� I1 I (Y a II FL05 FLIO - _ __- �, x X N 1 _ N II I � a=Lro F ■ _ _ _ _ _ _ _ _ III I _ FL_O5 FLO ® DBL. STUD U FE04r- ■`9 - -�Q - - - - - FL03� B � r � f FLII FLO3PD II - - - - �-1 - - - - - - - ca FL03' _ _ _ _ _ = I F (^ -- �4412GE __----- FL@Z(31H FL01 - -I 2X6 LEDGER TO --F='------- ---- -- 1 TRUSS U1/ 3/6'X4' — _ _ _ _ FLm E0I - LAG SCREWS m 16'— - - - - - � I \Q O.C. MAX FLO>� CLIAFIF - FLOI ��• (2) META -I6 __(2) META_I6-- ---- ---------------------------------- U - - - - - - - - FG03= -- 3 CLIA IrIrtrI�u Ir—m--ItIr GLIA S \Q �'Lp U cQ�v c�Qv n N N c��v c4�v cQ�v cQ�v u y`i�"y/�O FIRST FLOU"R FRAMING PLAN SCALE: 1/4 = 1'-0' A R C H I T E C T S Desi n G r o u rIInc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com nn n• nnnza�G 0 V1 0 z C_ SLTBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA SEP %'2018 DA�/E: 9/\12/18 S `L AE: 1/4"=1'-0" SHEET OF 2 x 12 (•2 SYP) 1/16' 055 (TYP.) NAIL (3) 12ci o ro'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) CONNECTOR SCYEDU EICONTROL DATE: 01-01.5 5'-0' TO SIMPSON U.N.O. 4'-11 1/2' USP AND UP NUMBER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 3 META -!a E. 2 HTA la -15 1400 (l) IOd x I In' I -FLT, (6) 1od 2 -PLT, (U5P: CI) Imd X I In - NO '.6d OPTION) 5036E (2) META 1385 1990 A05 (21 HTA la -IB _ 2390 d (10) IOx I In-' I -PLT, (U5P: (!D) Imd x 1 In')-16 (14)!6d 2 -FLY ('USF: NC'&d OPTION) HETA-!6 19',0 A04 HTA lb lliS I In' 1 -PLY, (a) !bd 2 -PLY 'EGF: CO) !Od x 1 Ill', NO 'ad OPTION H=T -1-2O 13'.9 HTA 2D !ai3 (3) Imd x I In' 1 -PLY, IE)!Gd 2 -PLY USF: (10)!CO x In', NO !6d OPTION } a.(2) z HET A-20 IDES 2500 0) HTA-?D 31'.9 CD) IDd x I In' I -PLT 'UGF: CO) !0d x I In, (12)'&d 2 -PLT (U5P: NO !6d OPTION) 0 LGT-2 SD LUGT-2 19'5 (l) - 1/4'. 2 1/:' TITEN, 2 PLY ('J5P: ELK (S) 1/4' WE, MOOD (!a) !0d V) DETAL-20 2439 NO USP CONVERSION FGR 51MFSON C=T -'L -2O (13) - !Od x I In, I FLY PGT 3_&5 MUGT4099 (I) 5/3' -1.1 IN HIGH 5TRE,15TH =EPDXY (MIN. !2' _I -_D), (22) IDd TO WOOD (U5P: (23) !0d TO WOOD) HGT-2 !O3SD HIY-T.2 (2) 3/4' ATR IN HIGH 51RENGTH EPDXY (MIN. 12' EMBED), (!a) I9d TO 'LOOD (U5P, 'WOOD (3) IDd) HST -3 !D33. NIICST-3 93'05 (2) 3/4' A.T.R. IN H:GH 5TR-NGTH EPDXY (MIN. 2• EME=D), (!6) IDd TO _COD (U5P: WOOD (a) 10d) L GT3-aDB2.S 3281 L'JSi-3 5330 (12) 505 1/:'x2 In' TO GIRDER (4) 3/3' x TITEN HD TO 'WALL (U5P: GONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) 1-5, LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TOLPTA 1555 (1D) !0d x I-111' (U5P: 1101 Imd x I V?' VGT 4'_49 NO U5P CONVERSION FOR 51MPBGN'rr-T (I) 5/a' ATR IN HIGH STRE-NGTH EFOXY (MIN. !2' =r5=C), (!6)-SD5 I/4'X3' TO WOOD (2) VST 1185 NO U5P CONVER510N FOR 51MPBON (2) "GT) IV 5/3' A.T.R IN HIGH 5TcNGTH EPDXY (MIN. 12' EM.3ED), (321-5D5 1/4'X3' / ? PLT M15-12 !000 MTW 12 -'5 77 (14) IDd x I In' (U5P: (14) !9d x I In', (14) 10d) HTS -:a ISO HTW 16 6''D (!a) IOd x 1 1/2' (USP: (!6) !Od x I V2', (!6) Imd) HTS -20 1450 HTW ZD 1 2045 1 (24) IOC x I 1/2' (U5P: (24) 10d x I Irz•, (20) IDd) HTS -24 14SD HTW 23 1 2045 1 (24) 10d x 1 V2' (U5P: (24) 1Od x I In', (20) !Od) LBTA-2 LETA 12 9lm ('0) IDd U5P: (!O) IDd 15TA-13 -- LBTA ''.3 1369 (I4)12d )J5P: C4)!Od M5TA-13 , !315 M5TA-la 13!5 1 (14) IDd 'IGF: (14)'Od (n M5TA-24 040 M5TA-24 1150 I 05)IOd USP: (13)!Od CL 15TA-3D 2!40 1 (22) 1Od U5P: (221 iOd < M5TA-36 2050 M5TA-36 2525 (26)IDd U5P: (26) di F__ MSTI-36 3G00 KEN 236 3939 (36) IDd x 1 In' 'JSP: (36)!Od x 1 In' O M5TI-4SG - KT51 24a 4259 64a110d x I V2• U5P: (45POd x I Irz' pa 3GD LFTA 6 1595 (3) ad TO PLATES, (a) ad TO SPUDS (USP: Ca) 8d x I In', C.) ad) &P4 935 5PT 4 G45 (6)!Od x 1 In' TO ETUDE 'JSP: (61IDd x 1 In' TO STUDS A34 335 MP 34 419 (4) 3d .1 In' TO SEAM, (4) ad x I In' TO POST. 5=:14) 3d X 1 In' TO EEAN, (4) Ed x 1 In TO PCBs. HCP2 - HHGP 2 10'.9 (2) IDd x I In' U5P:(10) IDd x i In,TO TRU55, (10) Imd X I V2' TO PLATE H!0A 3 40 RT :6A 2 -am (!a) Dd x 1 In. 'J5F: (9) ICd x In' TO TRUSS, (5) IDd X 1 In' TO PLATE IGT a HDU4 4=85 PHO 4A 4535 (!6)-5D5 1/4'13' TO L'OOD, (ID/ -SDS 1/4-,2 In' W/ THREADED ROD, (2) N'JT5�WASHERn PLY '.0) LEWOOD 5G, zIS 'U5P: 5/5' ATR MIN. l' EMEEO 'GET IN HIGH STRENGTH EPDXY, ( 'W `/GT a HDi3 iE4D TDX ID 51!9 (!6) -SDS I/4 <3' TO WOOD, f3)-3/." STUD EOLT5 IW/ THREADED ROD. (2) N'JTS�IA5HERn PLT U5P: Ila' ATR MIN. l' EMBED SET IN HIGH BTZNGTH EPDXY. (4) l/a' THRJ-EOLT5 ABU 44 2209 6665 PA'U 44 2535 1 ally (IJ 3/3' ATR iN HSC -H 5TRENGTH EPDXY, (MIN. 7' EME--DJ iN CONC, (12) !6d TO 1WCCD U5F: SAME AS SIMFSON -EU 66 2300 12000 PAU a6 2535 13315 (I) 5/3' ATR IN HIGH 5TRENG-TH EPDXY, (MIN. l' EMEGG.) IN CONG, (IVad TO WOOD U5P: SAME A5 BIMPaON V) I TTI9 I34D LTG 13 1205 (I) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. l' ErSED.) IN GONG., (a)I011 TO WOOD USP: 5AME AS SIMPSON 0 _ LTT205 ... EDD LTG 2DE I!D5 md TO (U I/2' A.Y. IN HIGH 5TRENGTH EPDXY, (MIN. l' =MEED.) IN GONG, CO)'W IN3/4' ATR MIN I' EMEED GET IN HIGH STRENGTH EPDXY, (10) IDd, ('0) IDd x 1 In', 2-11 U Z_ HTT4 4455 HTT45 4465 (1) 5,E' ATR iN 'HIGH 5TRENGTH EPDXY (MIN. l' �_-D) IN CONC, (IS) 5D^.0 x 112' ('J5P: (20) !6d X 2-I1') U5P HAS MCRE NAIL OPTIONS. (20)!Od, (?0) !Od x I -V2•, (20) !6d x 2 In' Q NITS 3000 HTT45 5439 (I) 5/a' ATR IN HIGH 5TRENGTH EFOXT (MIN. l' G"5ED,) IN CONC, (26) !6d X 210- (U5P: (2m) !ad X 2 -In') LSP HAS MGR- NAIL OPTIONS: (23)!md, (28)!md x 1-V2', (2m)!ad x 2 In' HHDCII-BD5 25. IIAD UPHD 11 12090 (1)1' ATR IN IGH aTRE-\GTH =PCXY, (MIN. 0' EMEEDJ IN CONC, (24) GDGY' x b? '—D SC:2 5 115P. (24) UEG —OD Y_REL5) H015 aa45 TDX lm 51!0 (U 7/5' AME. IN HIGH BTR=NGTH =FOXY, (M N. l' =M 7) IN GONG, (3) 3/4' STUD BC_TS TO WOOD (USP. (4) 1/5' SO_T5) Tn MBHA 3.56/1115 3415 5339 NFM35XI2U 3`65 1139 61MF5ON (I) 3/4' A.TR IN HIGH STRENGTH EPDXY, IN....15' =MBEDM_NT) V —U TOP, (I) 3/t' A.— IN ,.IGH STIZNGTH EPDXY, (MSN. b. 5' EI'.BCDM.NT) iN Gl'I,U. rAGc, (,almd TO BEAM U5P: fl) in.J-SOLT W/ MINIMUM 'o: EMEED. a NOT I E55 THAN 4' FROM EDC --OF CONC'W/ 3/4' DIA IPJ RAM5=1FzE—EAD DTNA EOL T SL_c rE ANCHOR GR -C'W/ MiN. 5' EMBED D -PTH INSTALLED IN THE FACE. T LJ 0 WJBC4!2 ('2i00D) -o�G 2669 (F -R) E?6 5 (RD -r) HU54!2IF 235D (FL- 3260 E2a ,3 (ROG, _ (!0) !6d TO HcADER (!O)'bd TO 'WOOD U5P: 5AME AS SIMPSON Q G41D (GMU) 1319 5085 HD410 IF I3D5 3115 2-3/4' THEN (3 PER FLANGE) TO CMU, (!DJ Oddi TO JI (USP: (!3) I/4' x 3' 153 SCREWS, (!D) !0d TO WOOD. = HJC210-2 (CMU) 1319 5085 HD21D-2'.F 1925 3115 ?-3/:' TITEN (5 FER FLANGE) TO GMU, (!0) !0d TO'WOOD: (U5P: (!a) V, x 3' W53 SCR_US, (!0) !0d TO WOOD HUG?10-3 (CMU) 19!0 4D0O HD21D-31F 1905 3115 Lel�1114' 2-3/4' TITEN (9 PER FLANGE) TO GMU, (10) !0d TO WOOD. (USP: l.3)1/4' x 3'W53 SCREWS, [10) 10d TO WOOD LG'JM26-2-5D5 1430 - - NO L'SP CON`/--cRSION FGR BIMPBON LG-UM26-2-SDS 4' TITEN HD ANG'HCR5 (2 F=R r:ANGE) TO GMU, (411/4' X 2 In' BDB BGRE'WB TO WOOD H:GH 5TR=-NGTH EPDXY = SIf?GON l Ns._G ,I,G SYSTEMS. 'SET EPDXY-TIE'. CONTACT THE ARCHITEGT,ENGINGER G -r RECORD FOR WRITTEN AF—i-RO'/AL FRGR TO 51JE5TITUTING FOR BIHILAR EPDXY FRODUCTa OR'JGP - GIA ADI.'ESIYE ..HERE ANCHOR EMEEDrENT 15 GREATER THAN l' DEEP, THE VERTICAL CELL IN C19.U. WALL MUST BE FILLED SOLID m/ GROUT. IDd COMMON NAILS GAN E- S'JBBTIT'JTED WITH IDd x 1 In' NAILS IN CONJUNCTION WITH A 23. REDUCTION PRIOR TO INSTALLATION. IN THLE E ALLOWABLOAD. L'RITTEN APPROVAL FROM THE ARCHITECT l3 RECUIRED FOR THI5 APPLICATION V) �• MINIMUM =_ SEDMENT INTO THE TOP OF A EONDBEAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL EE I- w H 0 AT.R A -3m1 ALL THREAD ROD (SIZE, PROTECTION TTFE, LENGTH, ETC. VARIES) ZCAUSE OF THE 'EIDE VARIETY IS USED. OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST EE RE5PCN51E! E FGR MAKING SIRE THAT THE PROPER CORROSION FROTGTION W-EN'U51NG STAINLESS STEEL CONNEGTGRS, USE 3TAINLE55 STEEL FA5TENERG. IL'HEN USING ZMAX / HDG GALVANIZED CONNECTOR5, USE FA5TENERG GALVANIZED FE R A6,TM-Ai53 U5E OF EXPANSION ANCHGo WILL EE-`JAL'JATED ON AN INDIVIDUAL BABIB AND M'JBT HAVE WRITTEN Ar—r-ROYAL FROM THE ARCHITECT/cNSI\EER OF RECORD PRIOR TO USE. _ COh\EGTGR `/ALL_G 8..&-D ON 51MF50N '!.00D CONSTRUCTION CONNECTORS C-2013' ,'HIGH WIND-RE515TAHT CONSTRUCTION G -H'1''63, AND ANCHORING ( FABTENiNC, BTSTEM5 FGR CONCRETE a MASONRY CATALOG 5-2912. 2 x 12 (•2 SYP) 1/16' 055 (TYP.) NAIL (3) 12ci o ro'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 81-0' U.N.O. 4'-11 1/2' MTS -12 AND UP NUMBER OF HEADER STUDS META -IS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 A03 AT EACH END OF HEADER 1 5036E 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 V4' MIN. FROM 2ND. FLR. LINE TRUSS TO 4X4 POST W/ (2) MT5-12 POST TO 4X4 BLKG. W/ (l) META -30 POST OR BLKG. TO CMU W/ NTT -4 TRUSS TO 4X8 POST W/ (2) MTS -12 POST TO CMU W/ HTT-4 ----------------------------------- LINE —__ _ __---------_LINE OF IST FLOOR BELOW I I I ` I I I L------ -- (2) 2X8 6YP"2 HDR W/ c�3 4X4 POST UNDER POST TO 4X4 BLKG. TRUSS AIDI cJ5 TRUSS TO HDR W/ POST OR BLKG. TO MTS -12 A01 HDR TO 4X4 POST W/ META -IS POST TO 4X4 BILKS. W/ A02 (U META -30 POST OR BLKG. TO CMU W/ HTT-4 A03 503 A04 5036E AIDS A05 A05 A05 A05 A04 A03 TRU66 TO 4X4 POST 802 W/ (2) MT5 A R C H I T E C T S G Desi n ro U if Inc, 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA Sia 1 3 2713 DATpf: 9,/12/18 11 S9�:1/4"=1'—O" SKEET 7 OF 9 -12 POST TO 4X4 BLKG. W1 (1) 11ETA-30 Amro POST OR BLKG. TO CMU W/ NTT -4 504 504 504 504 503 503 503 5036E A R C H I T E C T S G Desi n ro U if Inc, 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA Sia 1 3 2713 DATpf: 9,/12/18 11 S9�:1/4"=1'—O" SKEET 7 OF 9 EXTERIOR CL -G. 5D. PRE-ENGINEERED TRUSS 4 STRAPPING PER FRAMING NOTES IID' -5 J' 2ND. FIN. FLS. , 9'-4' 15R3. HT. P.T. Ix2 U1/ MTL. DRIP EDGE 2x( SUB -BAND PRECAST LINTEL ID' -0' FIN. FLR.�, Ir 1 FRAMING DETAIL SCALE.- 3/4'=I' -O' 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIMEsER, NOTE 21. PRE-ENGINEERED FLOOR TRU56 SECURE PER FRAMING NOTES TRUSS SUPPORTED EsY 2x6 LEDGER SECURED TO TRUSS UJ/ 3/8'x4' LAG SCREW5 -a 16' O.C. MAX a GARAGE WALL RECESSED LINTEL A R C H I T E C T S Design Group inc. 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 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: ENTRY SECTION DETAIL ARCHITECT STATE OF FLORIDA Srp 13 9� to DATV. 9/12/18 SC :1/4"=1'-0" SET U OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO DEFINITION LOAD INFORMATION VA 2169 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 6,507 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 EQUIPPED UUGKU0FA1LT SUBTOTAL OF GENERAL LOAD 47,753 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,753 VA x (4) 15,101 TOTAL NET GENERAL LOAD 25,101 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 ilV W 220V OUTLET NET GENERAL LOAD 25,101 NET TOTAL HEAT 10,450 TOTAL LOADI 35,551 CALCULATED LOAD FOR SERVICE $ 35,551 VA / 240 V= 148.13 200 AMP SERVICE TRANSFORMER BANK: 50kVA VOLTAGE: 1620/1320:0 - 240/4WV SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEi (120/240 VOLTS) MAXIMUM FAULT CURRENT: IW130 amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS (3) " 1 THHN/THU.N COPPER CONDUCTORS, (1) " 6 THHN/THUJN COPPER GROUND IN 2" CONDUIT. v NEMA 3R 200 AMP COMBO 120/240 VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN fTAPHONE / DATA UIEATHER PROOF BOX GRADE LINE 200 AMP ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY UJ/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POUTER CO. INTERSYSTEM BONDING TERMINAL AT LOUD VOLTAGE CONNECTIONS PROVIDE 04 THHN/THL,N COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD LUATER PIPE. CABLE / TV WEATHER PROOF BOX COACH _ _ _ - - - COACH LIGHT LIGHT FIRST FLOuR ELECTRICAL PLS SCALE:: 1/4 = 1'-0" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLETEaIFFD Lu GR010 FAL LT NTERA TER Mn ER RESISTANT TYPE) 110V FLOOR ECd1IMD V GR02A FALT ® CUTLET NTERPTER (TA"ER RESISTANT TYFE) 110V SWITCHED EQUIPPED UUGKU0FA1LT OUTLET NTERA"(ER(TAMFER FENSTANT TYFE) 110V GFI EOUIFFED wr GRCW FALLT NTERFTER(TAWER RESISTANT OUTLET TYPE) ilV W 220V OUTLET 4 UFE CcReMN EXTERIOR WATERPROOF OUTLET $ SWITCH $3 SWITCH 3 -WAY OF£RATICN $4 SWITCH 4-LLl4Y OF£RATION $p DIMMER SWITCH Q WALL MOUNTED LIGHT d WALL SCONCE PRE -WIRE y� CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN e VENT FMN VENT FMR W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP I ( ) I FUORESCENT MVP AKW 24' FLUORESCENT 48, FLUORESCENT ® PANEL ® STRUCTURED WIRE PANEL man METER SMOKE DATT. DACK-IF W) RkIkOURE DETECTOR NTE WIC"CTED ® CARBON MONOXIDE BATT. BACK-UP uu RAFDUM DETECTOR NTEKMECTEP SMOKE / CARBON ® MONOXIDE BATT. BACK -IP W 944 MRM NTUC t DETECTOR COMBO PENDANT LIGHT T TELEPHONE JACK 4 GAS OUTLET © CEILING FAN / CEILHG BOX WGUF£D To BE SUPPORTED N ACCORDANCE Su LIGHT BOX h1ARAD AS SUCH FOR HSFECTiCN CEM. BOX R:WIFFD To BE O J -BOX SUPPORTED H ACCORDANCE uu BOX KAWED AS SUCH FOR HBKC;TICN O SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR CCND. DISCONNECT TELEVISION JACK EMERGENCY LIGHTING O DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE A R C H I T E C T S gn GroDesiu Ino 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 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA SEP 1 rAT: 9/12/18 :1/4"=1'-0" HEET OF 9 ----------------- LINE OF 15T FLOOR BELOW I I I I I I I I I I i I I I I I I I I I I I i I OWNER'S SUITE I I IF FAN/CEILING PRE -WIRE I, ♦ 1 ♦ \♦♦ \1 � S.D. W.I.C. GFI� �GFI I I' OWNER'S % BATH I I ATTIC: x 391 – – {4CCES r I A/c BEDROOM 4 F FAN/CEILINGi / F PRE -WIRE A I • / 51) F O FAN/CEILING I I I _WIC _ II � ♦ —( LOFT I I i F FAN/CEILING/: ';0' PRE -WIRE / 1 ' I BEDROOM 2�/ I I I I LINE OF 15T FLOOR BELOW I— — — — — — — — — — — IM I I u 1 II �—� G) / I '♦� BEDROOM 3 SD.Ia ' � FAN/CEILING PRE -WIRE / I � A W.I.C. I I LINE OF 16T FLOOR BELOW 1--------------------- J SECOND \iE( OND FLOOR ELECTRICAL PLAN. ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES ry 110V OUTLETEQUIPPED w G>R040 FALLT NTIEFiFtER (TAMPER FE818TA14T �1L TYPE) 110V FLOOR EQUIPPED w FAILT ® OUTLET Rrr�tER(TAMPER RE816TAK TYPE) 110V SWITCHED EQUIPPED w GWM PAP T OUTLET NTER.FrER (TAMPER RE818TA1T TYPE) IIOV GFI EGUFFED w GIrLAw FAILT NTERPTER (TAMPER REBIBTANT OUTLET TYPE) III mm 220V OUTLET 4 UFTz Cate=N EXTERIOR WATERPROOF OUTLET SWITCH 3 SWITCH 3-LLl4Y OPERATION SWITCH 4-U4YOPERATILN DIMMER SWITCH (.� WALL MOLNIED LIGHT n WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN VENT FAN W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP FUORESCENT WRAP Asuro 2E FLUORESCENT 48' FLUORESCENT ® PANEL STRUCTURED WIRE PANEL OWN METER SMOKE aaTr, e RE DETECTOR � ® CARBON MONOXIDE BATT. BACK-IlP w Kalmar DETECTOR NTERCOReCTED SMOKE / CARBON ® MONOXIDE BATT. eaac-W w Ka;VuRE HTERCONeCTED DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET © CEILING FAN / CEILW. BOX REGUFW To BE aFFORTED N ACCORDA+CE w LIGHT ern( MARW As WC+( FOR BCH CEILM BOX F201RED TO BE O J UFFORTED N ACCORDANCE w -BOX Box IlAwED A8 aXW FOR HSPECTION 0 SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. DISCONNECT TELEVISION JACK 4� EMERGENCY L—J LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEV16ION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE ( A R C H I T E C T S lll/Design G i0 U lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 FBDIV. 8e LOT:SINGTON ESERVE (LOT 74) MODEL: LARGO L(VERSION#O1) PROJECT#: R2065.074/00001 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA spx/� 2o1I" DAT: 9/12/16 SCI -LE: 1/4"=l'—O" SHEET o JOF 9 r SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: OVER 030 FELT PAPER (OR APPROVED EQUAL)X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION R905 OF THE F5CR, RE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. 6TH EDITION (2011) GABLE ROOF TRUSS - ❑ DO NOT EXCEED 4' ❑ DO NOT EXCEED 4" 8° CMU BLOCK a' CMU BLOCK 2x4 BLOCKING BETWEEN TRUSSES n ;" DRYWALL WINDOW/DOOR, JAMB OVER ROOF SHEATHING (TYPE AND ATTACHMENT ❑ ;" DRYWALL AT FIRST (2) BAYS METHOD PER 'NAILING SCHEDULE') P.T. Ix4 or 4 x4° MIN. P.T. Ix4 or i'x4' MIN. l4' 0" O.G. SHEATHING SEAMS) (sEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER /SEE wwDOW/DOOR JAMS BL ocKING IX or Ix2 P.T. NAILER )SCHED BLOCKIr TNG FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT -- DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT V J E 2x6 SUB BANS DOOR CASING 1 5TIFF5ACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW OCR JAMB / WINDOW OVER 4'-10° HIGH MEMBER w/ (2) 12d NAILS 8" FROM TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or '"x4° MIN: a (AS PER TRUSS ENGINEERING) EACH END and a IS O.C. MAX 4 (PER ASTM 0926) OVER PAPERBACK PER MFRS SPECIFICATIONS 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" TAPCCN (MIN. EMBEDMENT 14') 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN WALL SHEATHING (TYPE AND ATTACHMENT 6IMP60N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y¢ or +� ) WINDOW TO BLOCK (+3) 8" FROM EACH ENE) and a la' O.C. MAX or METHOD PER "NAILING SCHEDULE 06" MIN. EMBEDMENT @ 32' O.C. MAX) DOOR JAMB TO BLOCK (+�¢ OI +�¢) DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, a° FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE 4A scaLE: r=r-0' 4E SCALE: r=r-0' a IS' O.C. MIN. NK SIZE .145 w/ 12d NAILS a a' O.C. MAX ) MIN. HEAD SIZE .300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 1" WA2 _ TRUSS w/ (2) 12d NAILS PLASTID OR METAL WEEP SCREE INSTALLED @ MID -POINT OF TRUSS SPAN NOTE: NOTE: 2' TEXTURED CEMENTITIOUS or 10'-0' O.G. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 6" TAPCCN 0926) OVER CMU �- —BATT OR 5LCWN-IN INSULATION I" I" (R -VALUE PER ENERGY CALCS) ❑ DO NOT EXCEED 4 ❑ p0 NOT EXCEED 4 (MIN. EMBEDMENT 1 4") a° FROM EACH END and 0 IS' O.C. MAX 8" CMU BLOCK-- I a' cMU BLOC' I" or -�^ a' GYPSUM BOARD OR 2' NIGH STRENGTH 2 DRYWALL ; DRYWALL (U DRIVE PIN, 8° FROM EACH ENO and CEILING BOARD BLOCK WALL SECTION — GABLE ROOF CNC. FILLED U BLOCK w/ lU� (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or ��°x4' MIN. Ix4 or Ix2 P.T. NAILER a la° O.G. MAX I SINGLE STORY SCALE: 3/4'=I' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE wINDOW/DOOR JAMB BLOCKING 05a (!}° WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FGR ATTACHMENT— MIN. HEAP SIZE .300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL D®OR CASING SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOP, JAMB / WINDOW MIN. EMBEDMENT 14" PER MFR'S SPECIFICATIONS EACH END and a IS° O.G. MAX (ATTACHED TO BLOCKING OVER 130 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE FSCR,NOTE: SECURE TO BLOCK w/ (2) ly" TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+I %) STRUCTURAL 2x MUST BE ON OUTSIDE & SECURED (MIN. EMBEDMENT 14') a" FROM EACH / DOOR JAMB TO BLOCK (+I �) THROUGH NON-STRUCTURAL MEMBER Ox or16° OSB) END and a IS' O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B W/ " TAPCON MIN. I i EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE"' SCALE: r=r m' 4 4� (2) DRIVE PINS, a° FROM EACH ENE) and PRE-ENGINEERED ROOF TRUSS a 1a' O.G. MAX EMBEDDED STRAPAWINDOW TO BLOCK (+3 %6) MIN. SHANK SIZE .145 TT OR BLOWNIN INSULATION MIN. HEAD SIZE .300 (PER PLANMIN.PER ENERGY CALCS) NOTE: DQQR JAMB TQ BLOCK (+3 �6) MIN. EMBEDMENT 14Lyyyyyyyy° Cv ) SHIM AS NEEDED SII' SGAL E: I°=I'-0' TO PLUMB JAMB. METAL DRIP EDGE——5. ❑ DO NOT EXCEED J' GYPSUM BOARD OR a i HIGH 4 P.T. 2x8: 2x6 SUB-5AN — STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) I3 TAPCONS VENTED CNG. FILLED U BLOCK w/ z" DRYWALL NOTE: (MIN. EMBEDMENT 14') 8" FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS RE5AR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and 0 IS" O.G. MAX cR PLAN(. (SEE WINDOW/DOOR JAMB BLOCKING or - RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT) 16" OSB (4' WIDE MIN.) TO PLUMB JAMB. I" (2) DRIVE PINS, 8° FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ❑ DO NOT EXCEED 4 ATTACHMENT PER MFR. PER PLANT DOOR JAMB / WINDOW DOOR CASING a 10 O.G. MAX SPECIFICATION (ATTACHED TO BLOCKING a' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS DRYWALL MIN. HEAP SIZE .300 MIN. EMBEDMENT I ° NOTE: P.T. Ix4 or 4 x4° MIN. Ix4 or Ix2 P.T. NAILER 4 STRUCTURAL 2x MUST BE ON OUTSIDE d SECURED(SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) THROUGH NON-STRUCTURA � ALL INSULATION n T � FASTENER SCHEDULE FOR ATTACHMENT L MEMBER (Ix or - CSB) POOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) s° 6 SECURE 2nd 2x TO STRUCTURAL w/ io TAPCCN MIN. 14 I, cMSEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS a' FROM DOCR JAMB / WINDOW SECURE TO BLOCK w/ (I) 4" TAPCON PLACE SILL (PER BLDR i� ,GYPSUM WALL BOARD EACH END and @ IS" O.G. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") a" FROM EACH 2' TEXTURED CEMENTITIOUS I) 05 RE5AR VERTICALLY IN WINDOW TO BLOCK (+I 1Y6) PER MFR'S SPECIFICATIONS) ENE) and a 18" O.G. MAX COATING MIN. (PER ASTM CONC. POURED DELL 1� NOTE:or 0926) OVER CMU - (LOCATION PER PLAN) DQQR JAMB TO BLOCK (+I �6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (U DRIVE PIN, 8" FROM EACH END and 18" O.C. MAX I 8° CM F" P.T. FURRING STRIPS 16" o.G. 4CA, E; ,,_,,-m, THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 055) MIN. SHANK SIZE .145 W/ 4" TAPCCN MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 ___WOOD BASE MIN. EMBEDMENT 14° NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 TO PLUMB JAMB. P.T. l2) 2x6: DOOR JAI�IB TO BLOCK (+3 /6 ) °a -CONCRETE SLAB DO NOT EXCEED4' 4G SCALE: r=r-0' SECURE TO BLOCK w/ (2) 4" TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14') a° FROM EACH ANp REINFORCEMENT) 8' CMU 5LOCK - END and 0 18' O.G. MAX XTERIOR WALL FOOTING 2" DRYWALL or UPLIFT UP TO 1,115 Ib (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8" FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) SIMPSON HTS20 w/ (10) 10d NAILS TO TRUSS � 2 � (SEE WINDOW/DOOR JAMB BLOCKING P.T. IX (4" WIDE MIND I I @ la° O.G. MAX SINGL'c STORY SCALE: 3/4'=I'-0' FASTENER SCHEDULE FOR ATTACHMENT— (4) 4-'X2 4° TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS [DOOR JAMB / WINDOW MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUCUS BOND MIN. EMBEDMENT 1 4" BATT INSULATION ADHERED TO CEILING s" GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib SEAM BOARD (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD (10 NAILS NTS20 EACH SIDE OF TRUSS w/ NOTE: ll0) 10d NAILS TO TRUSS (4) 4'X2 4" TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 3 SECURED INTO 50ND BEAM I° THROUGH NON-STRUCTURAL MEMBER Ox or 0 OS5) (or EQUIVALENT INSTALLED PER MFR'S SPECS' SECURE TO BLOCK w/ (2) 4 TAPCONS - . 4" EMBEDMENT INTO BLOCK EMBEDMENT 4 FROM EACH END and @ " O.C.IMAX w/ 16" TAPCCN MINI (MI • FN TAPCONS MIN. or OPENING 22'x 30' MIN. FWOOD CASING AT SIDE WINDOW TO BLOCK (+2 %¢) 2" COYER (2) DRIVE PINS, 8° FROM EACH END and 2' APART a la° O.G. MAX 3 ArI'TIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 �4 MIN. SHANK SIZE .145 ;GALE; N.T.S. ( ) TRU�� ANCHOR RETRO—FIT MIN. HEAD SIZE .300 SHALL COMPLY WITH MIN 30° HEADROOM WOOD CASING � GYP. PER 8801.1 OF THE FBCR 2011, 6tn EDITION BOARD (TYP) SID scALE: r=r-0' SCALE: N.TsI ( . MIN. EMBEDMENT 14" J A R C H IT E C T S Desin 1 oU I ync. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 r � SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL:', LARGO (VERSION#01) PROJECT#: R2065.974/00001 PAGE: SECTI.ONS/ DETAILS ARCHITECT: STATE OF FLORIDA S11 -D, 1 3 12079 DAT/�t: 9/12/18 S C ALE: 1/4"=V—O" SHEET ID NAILING SCHEDULE SIZE MEAD LENGTH DIAMETER TENSILE STRENGTH SHANK I� �L� AND REINFORCEMENT) ° ° --ANTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE °Q AND REINFORCEMENT) .° ° _..___, _ ,• ., _ _ __,. , _ - I _ ° ° ONCRETE SLAB. ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING ROOF DIAPHRAGM - ASPHALT SHINGLE BUILDING LENGTH �, Ed 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED - RING (16-20 RINGS PER INCH) I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRU55 _ %' O.S.B. or y' CDX PLYWOOD - Sd RING SHANK GUN NAILS e 4" O.G. a SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS @ 6' O.C. @ INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE ENE) FRAME USE 8d RING SHANK GUN NAILS a 4' O.G. EDGEWISE. ECURE 2x TO CMU w/ (3)%' x T 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET DOUBLE TOP PLATE TO STUD DOUBLE TOP PLATE TO STUD IN 51MP50N OR USP HIGH w/ 51MP50N 6P4 (USP SPT4) w/ SIMPSON 5P4 (USP SPT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6" MIN. ) 32' O.C. MAX 32' O.C. MAX Z EMBEDMENT) CDX EXTERIOR PLYWOOD or !%2' APA -RATED O.S.B. (AS PER MANUFACTURER'S o (x STUDS 0 16" O.G. MAX 2x 6TUD5 @ 16' O.G. MAX INSTALLATION SPECIFICATIONS) - 86 RING SHANK GUN NAILS s 4" O.C. a SUPPORTED PANEL - NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS a 6" O.G. @ INTERMEDIATE SUPPORTS. SEE DETAIL. u LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS f 2x CONTINUOUS 5TRE55 ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4" O.G. EDGEWISE. TOP CHORD BLOCKING 4" ; - - BOTTOM (IJ NEAR MID CENTER BLOCKING MID WALL BLOCKING MID WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST (2) FRAMING s _ _ SPACES � EACH EN EXTERIOR WALL SHEATHING _VL PRE-ENGINEERED TRU55z r %' 0.5,15. or y" PLYWOOD or %" ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS @ 4' O.C. or RAFTER 2" GYPSUM WALL BOARD2° GYPSUM WALL BOARD PANEL EDGE5 AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND ad RING ROOF SHEATHIN - U'5 REBAR VERTICALLY IN SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. _ CONC. POURED CELL Z" x 9" ANCHOR BOLT w/ 2" WASHER � (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM � EPDXY (OR EQUIVALENT) 6" ANY MANUFACTURER. G SECURE BOTTOM PLATE TO EMBEDMENT MIN. 32 O.G. MAXNAIL n REQUIREMENTS n ONCRETE SLAB SLAB w/ (1) I0d GUT NAIL @ TUD TO BOTTOM PLATE w/ I (SEE FOUNDATION PLAN FOR SIZE 32 O.C. MAX SIMPSON 61`14 (USP SPT4) @ 32" XI kKIVK U1; -ILL. i VVIINCz ad RING SHANK GUN NAILS e 4' O.C. t(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP BOTTOM EDCsES (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) : AND REINFORCEMENT) INTERIOR LBW TO C1VIU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT q SINGLE STORY L.B.W. w/ UPLIFT • ?Lu 1 a C ad RING SHANK GUN NAILS a 6' O.C. IN FIELD _T w PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRU55 Q z 4'-0' MINIMUM OVERLAP FOR TOP PLATE 5PLICE "v -� c = WA SECURE TOP PL,4TE6 w/ !od COMMON NAILS 0 4' O.C. a> 0 U 2 -ROWS, 5TAC-G•ERED R Nz ;2; TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 1 o(O.5.B. TO BE STRUCTURAL GRADE) TOP PLATE w/ SIMPSON 5P4 USPLE TOP PLATE T5PT4)D z s 2x WOOD or METAL STUDSe 32" O.C. MAX T6 @24" O.C. MAX 2x CONTINUOUS STRESS C (NOT LOAD BEARING) BLOCKING '@ MID -WALL Q W 8d RING SHANK GUN NAILS a 12" zIDu O.C. IN FIELD 2x 5TUD5 e 16" O.C. MAX SD L La or UNLESS NOTED OTHERWISE a Sd x 3" SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS ELECTRO GALVANIZED STRIP p0 NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 51MP50N OR U5P MSTA36 R o NAILS a 12" O.G. IN FIELD I a" T4G SUBFLOOR (ATTACHMENT a = OF ENp5 OF WOOD STRUCTURA PANEL/' T4G 5U5FLOOR (ATTACHMENT SHEAR WALL5. METHOD PER 'NAILING SCHEDULE") METHOD PER 'NAILING SCHEDULE") u UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G SUP -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x 5TUD5 @ 16" O.G. MAX (O.S.B. TO BE STRUCTURAL GRADE) 3 SCA, E: 3/4'=r -o' OUBLE TOP PLATE UNLESS NOTED OTHERWISE 'GYPSUM WALL BOARD 2 ° GYPSUM WALL BOARD 2x CONTINUOUS STRESS1,,,-2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING la MID-UJALL x DIAGONAL BRACE CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ TRUSSES AT FIRST (2) BAYS 15 x IN ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. 2x STUDS a 16" O.G. MAX SET IN SIMPSON NIGH STRENGTH DIAGONAL BRACE TO BE @ ANY SPAN 15'-0' OR (4'-0" O.G. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) o" GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 0 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 126 NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) I0d CUT NAIL 9 STUD TO BOTTOM PLATE w/ 0'-0" 30'-0' USE (1) X -BRACE X BRACING TO COVER 5-TRU56E5 364 60' 0" USE (3) X BRACE _ 32" O.G. MAX 51MPSON 5P4 (USP SPT4) e 32" "a (U X BRACE CENTER 4 (2) BRACES r; n ° O.G. MAX DIVIDED EQUALLY FROM CENTER TO END l °° ONCRETE SLAP a ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE ° (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBAGK AT ALL UPRIGHTS NTERCR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10" HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRU55 ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE --- "" ---- TWO STORY L, B. W. w� NO UPLIFT TWO STORY L.B.W. w� UPLIFT SHOWN w/ CMU (FRAME CONDITION 713 yNyyyyyTAA 5A 5B SAME X -BRACING REQUIREMENTS)RAT-RUN SCALE: 3/4"=I' -PJ' SCALE: 3/4'=1'-m° WA2 \--CONT. Zx4 RAT RUN ATTACHED TO EACH GABLE X -BRACING -- TRU55 w/ (2))2d NAILS INSTALLED @ MID -POINT OF TRUS5 SPAN or 10'-0' O.C. MAX A R C H IT E C T S yDesi n GIbu1 nc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 awoummmum SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION,#01) PROJECT#: R2065.074/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA Srp/�/4 2018 DAVE: /12/18 S/ALE: 1%4"=1"-0" SHEET SIZE MEAD LENGTH DIAMETER TENSILE STRENGTH SHANK I� �L� AND REINFORCEMENT) ° ° --ANTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE °Q AND REINFORCEMENT) .° ° _..___, _ ,• ., _ _ __,. , _ - I _ ° ° ONCRETE SLAB. ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING 4 {1 O.C. MAX ° ° ONCRETE SLAB ° ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING BUILDING LENGTH �, Ed ROUND, MODIFIED OR T 2 %a" .131 110,000 __ RING (16-20 RINGS PER INCH) I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING XI kKIVK U1; -ILL. i VVIINCz ad RING SHANK GUN NAILS e 4' O.C. t(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP BOTTOM EDCsES (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) : AND REINFORCEMENT) INTERIOR LBW TO C1VIU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT q SINGLE STORY L.B.W. w/ UPLIFT • ?Lu 1 a C ad RING SHANK GUN NAILS a 6' O.C. IN FIELD _T w PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRU55 Q z 4'-0' MINIMUM OVERLAP FOR TOP PLATE 5PLICE "v -� c = WA SECURE TOP PL,4TE6 w/ !od COMMON NAILS 0 4' O.C. a> 0 U 2 -ROWS, 5TAC-G•ERED R Nz ;2; TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 1 o(O.5.B. TO BE STRUCTURAL GRADE) TOP PLATE w/ SIMPSON 5P4 USPLE TOP PLATE T5PT4)D z s 2x WOOD or METAL STUDSe 32" O.C. MAX T6 @24" O.C. MAX 2x CONTINUOUS STRESS C (NOT LOAD BEARING) BLOCKING '@ MID -WALL Q W 8d RING SHANK GUN NAILS a 12" zIDu O.C. IN FIELD 2x 5TUD5 e 16" O.C. MAX SD L La or UNLESS NOTED OTHERWISE a Sd x 3" SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS ELECTRO GALVANIZED STRIP p0 NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 51MP50N OR U5P MSTA36 R o NAILS a 12" O.G. IN FIELD I a" T4G SUBFLOOR (ATTACHMENT a = OF ENp5 OF WOOD STRUCTURA PANEL/' T4G 5U5FLOOR (ATTACHMENT SHEAR WALL5. METHOD PER 'NAILING SCHEDULE") METHOD PER 'NAILING SCHEDULE") u UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G SUP -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x 5TUD5 @ 16" O.G. MAX (O.S.B. TO BE STRUCTURAL GRADE) 3 SCA, E: 3/4'=r -o' OUBLE TOP PLATE UNLESS NOTED OTHERWISE 'GYPSUM WALL BOARD 2 ° GYPSUM WALL BOARD 2x CONTINUOUS STRESS1,,,-2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING a MID -WALL BLOCKING la MID-UJALL x DIAGONAL BRACE CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO SLAB w/ TRUSSES AT FIRST (2) BAYS 15 x IN ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. 2x STUDS a 16" O.G. MAX SET IN SIMPSON NIGH STRENGTH DIAGONAL BRACE TO BE @ ANY SPAN 15'-0' OR (4'-0" O.G. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) o" GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 0 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 126 NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) I0d CUT NAIL 9 STUD TO BOTTOM PLATE w/ 0'-0" 30'-0' USE (1) X -BRACE X BRACING TO COVER 5-TRU56E5 364 60' 0" USE (3) X BRACE _ 32" O.G. MAX 51MPSON 5P4 (USP SPT4) e 32" "a (U X BRACE CENTER 4 (2) BRACES r; n ° O.G. MAX DIVIDED EQUALLY FROM CENTER TO END l °° ONCRETE SLAP a ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE ° (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBAGK AT ALL UPRIGHTS NTERCR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10" HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRU55 ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE --- "" ---- TWO STORY L, B. W. w� NO UPLIFT TWO STORY L.B.W. w� UPLIFT SHOWN w/ CMU (FRAME CONDITION 713 yNyyyyyTAA 5A 5B SAME X -BRACING REQUIREMENTS)RAT-RUN SCALE: 3/4"=I' -PJ' SCALE: 3/4'=1'-m° WA2 \--CONT. Zx4 RAT RUN ATTACHED TO EACH GABLE X -BRACING -- TRU55 w/ (2))2d NAILS INSTALLED @ MID -POINT OF TRUS5 SPAN or 10'-0' O.C. MAX A R C H IT E C T S yDesi n GIbu1 nc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 awoummmum SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION,#01) PROJECT#: R2065.074/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA Srp/�/4 2018 DAVE: /12/18 S/ALE: 1%4"=1"-0" SHEET c x r_ G GE L-1 EL TO or BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY DRIVE PIN NAIL w/ WASHER o 32" O.G. MAX. IN. SHANK SIZE .145 EMBEDMENT OF I I/4') o o SLAB EACs END AND @10' O.C. MAXiFONCRETE SEFOUNDATION PLAN FOR WALL SHEATHING� IZE AND REINFORCEMENT) z ATTACHMENT METHOD n LL a d a 'NAILING SCHEDULE') m LL /SECURE 2x6 MIN. TO BLOCK w/ 2x8 STUD BLOCK NOTE: (2)Y x 9 ANCHOR 50_T5 w/ 2 WASHER SET IN 6IMP60N or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) Try��ll NON—BEARING WALL I B SCALE: o SECURE 2x6 MIN. TO BLOCK w/ l3)y' x 9" ANCHOR BOLTS w/ 2" 2" TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) (M 4 MIN WITHIN 8' OF 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3) 126 NAILS PRE ENGINEERED TRUSS or MIN. (4) I0d GUN NAILS 3 Ix6 COLLAR TIE � EVERY OTHER (TYPE AND R PER m yBiOiBa'o RAFTER w/ MIN. (3) 12d NAILS or o a T. 3' GYPSUM BOARD OR I� jlgp0alp6 MIN. (4) 10d GUN NAIL , W Z" NIGH STRENGTH CEILING SIMPSON VTCB or USP VTT Iwa°auo a 2x RAFTER o BOARD --PRE R FLA SPACING (I) a EACH END SINGLE 2x TOP PLATE AND 6'-0" O.G. MAX Ix8 NAILER SECURED TO TRUSSES HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT C92/o) OVER CM 8" CMU BLOCK 19aViBili BELOW w/ (2) 12d NAILS or (3) 10d Z' GYPSUM WALL BOARD �p8B0iV�l Ell�lilil GUN NAILS @ EACH TRUS ' 2x WOODS STUDS e 24" O.C. 8° CM -i:..' RAFTER TO TRUSS w/ SIMPSONX STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) (SIZE PER PLAN) of MT512 or USP MTW12 ALTERNATE CONNECTION 2x6 P.T. WOOD STUD SECURED TO FILLED (CREATE `101p FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES J PENETRATION w/ 5IMF30N or USP M6TA24 CELL w/ (3)y' x 9" ANCHOR BOLTS w/ 2" ® ! SECURE BLOCKING TO TRUSS BOTTOM GHIORD w/ GALVANIZED STEEL TRACK 5RACKET6 WASHER SET IN SIMPSON or USP NIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS - STRENGTH EPDXY (MIN. 6" EMBEDMENT) CONVENTIONALLY FRAMED ROOF q SCALE: 3/4'=I' -m' (3)12d NAILS 'a EACH END. RE—ENGINEERED ROOF TRUSSES SECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 10d MASONRY NAILS a 32" O.G. MAX TYPICAL VALLEY TRUSS CONNECTION 1 2x4 SECURED TO GABLE END w/ SCALE: 3/4'=I' -ID' (2) 12d @ EACH UPRIGHTF,---CONCRETE SLAB 2x4 SECURED TO GABLE END w/ (2) 12d SPACED 6" 8" O.G. MAX (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) WATER RESISTANT 5ACKER5OARD d O a (DENSNIELD) 2x4 RAFTER @ 24' O.C. /2' DENSNIELD (SEAT DECK MUST BE SLOPED 1/2' MIN. TO PAN) 5IMP50N L30 or USP A3 INTERIOR NON—BEARING WALL P.T. 2x STUD or 8° GMU BLOCK WALL APELASTIG AQUA DEFENSE WATER PROOF BLOCKING (EACH END S 7A w00D STUDS SGA! E: MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) @ �-PRE-ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELp 2x4 BLOCKING EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED a 16" O.G. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) 8' GYPSUM BOARD OR vARIE5 FER FLAN INSTALLATION SIMPSON 1-125A1-125AA or USP RTlA HIGH STRENGTH CEIL ING a SHOWER PAN EACH RAFTER TAIL CONNECT194z BOARD (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 a TOP OF EACH RAFTER CONNECTION3 %8" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24" O.C. MAX) SCALE: 3/4'=I'-0' 5 SCALE: 3/4'=I' -O' 2" GYPSUM WALL BOARD 3 %' METAL STUDS (25 GAUGE) ,@ 24" O.0 w/ FULL LENGTH LAYER OF I/2' TYPE GYPSUM WALLBOARD, A RECAST LINTEL ATTACHED TO EACH SIDE a 12" O.C. SECURE 2x TO CMU w/ (2) %" x 3" TAPGONS WITHIN 8" OF EACH END AND @IS" O.C. MAX SrCURE 2 4 rl AT TO 3 %" BOTTOM CHANNEL (25 AU ) OTTOM CHANN c x r_ G GE L-1 EL TO or BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY DRIVE PIN NAIL w/ WASHER o 32" O.G. MAX. IN. SHANK SIZE .145 EMBEDMENT OF I I/4') o o SLAB EACs END AND @10' O.C. MAXiFONCRETE SEFOUNDATION PLAN FOR WALL SHEATHING� IZE AND REINFORCEMENT) z ATTACHMENT METHOD n LL a d a 'NAILING SCHEDULE') m LL /SECURE 2x6 MIN. TO BLOCK w/ 2x8 STUD BLOCK NOTE: (2)Y x 9 ANCHOR 50_T5 w/ 2 WASHER SET IN 6IMP60N or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) Try��ll NON—BEARING WALL I B SCALE: o SECURE 2x6 MIN. TO BLOCK w/ l3)y' x 9" ANCHOR BOLTS w/ 2" 2" TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) (M 4 MIN WITHIN 8' OF TOUGH oFENING• (UF TO 8'-C') (TYPE AND R PER T. --PRE R FLA OR POURED IN j GE SILL (PER BLDR) —� HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT C92/o) OVER CM 8" CMU BLOCK PER MANUFACTURER'S SPECIFICATIONS VERNEAD GARAGE DOOR (BY OTHERS) I' MIN. SLIDE ARCH WINDOW FRAME SECTION 6 GARAGE DOOR BUCK ATTACHMENT B SECTION ALVANIZED STEEL VERTICAL TRACK 3 (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Desn Grou Pinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: SECTIONS/ DEVILS ARCHITECT: STATE OF FLORIDA SEP/Y3 2018 JAMS ,OANTWE A NO 12079 DAY;[!;: 9/12/18 SC LE:1/4"=1'-0" SHEET D3- OR POURED IN j GE SILL (PER BLDR) —� HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT C92/o) OVER CM 8" CMU BLOCK 8° CM -i:..' o—WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y' x 9" ANCHOR BOLTS w/ 2" GALVANIZED STEEL TRACK 5RACKET6 WASHER SET IN SIMPSON or USP NIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS - STRENGTH EPDXY (MIN. 6" EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS VERNEAD GARAGE DOOR (BY OTHERS) I' MIN. SLIDE ARCH WINDOW FRAME SECTION 6 GARAGE DOOR BUCK ATTACHMENT B SECTION ALVANIZED STEEL VERTICAL TRACK 3 (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S Desn Grou Pinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: SECTIONS/ DEVILS ARCHITECT: STATE OF FLORIDA SEP/Y3 2018 JAMS ,OANTWE A NO 12079 DAY;[!;: 9/12/18 SC LE:1/4"=1'-0" SHEET D3- SHINGLES OR TILE (PER COMMUNITY SPECS) BATT OR BLOWN -IN INSULATION SPECS) REFER TO DETAIL I FOR GABLE (R -VALUE PER ENERGY CALCS OVER 030 FELT PAPER (OR APPROVED X BRACING REQUIREMENTS ENTS PRE-ENGINEERED ROOF TRUSS OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN THE FBCR, 6TH EDITION (2011) 2x4 5LOCKINCi DOUBLE TOP PLATO`S XIX OVER ROOF SHEATHING (TYPE AND AT FIRST ()BAYS WEEN TRUSSES ( X ) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING METAL DRIP EDGE -�l ATTACHMENT METHOD PER 'NAILING SCHEDULE' (4'-0' O.C. @ SHEATHING SEAMS) , 2x6 SUB BANOARD OR I° HIGH METAL DRIP EDGE STRENGTH CEILING BOARD 2x6 SUB -BANG— = AIL VENTED 5TIFFBACK AT ALL UPRIGHTS ALUMINUM SOFFIT SIMPSON SP2 (U5P SPT24) @ EVERY VENTED ALUMINUM SOFFIT �ff OVER 4'-10" HIGH EXTERIOR BEARING STUD. k: (AS PER TRUSS ENGINEERING) _ 12 x 2 WOOD SCREWS FOR CONDITIONS WHERE TRU55 AND PER ALAN; _ ALL SPACER PER PLAN STUD LINE-UP, USE A SIMPSON HIDA ONT. 2x4 RAT RUN ATTACHED TO = (USP RTI6A) DOUBLE TOP PLATE EACH TRU55 w/ (2) 12d NAILS 2x4 STUDS a 16' O.C. — ED HEADER f` INSTALLED MID -POINT OF TRUSS ALL INSULATION �° TEXTURED CEMENTITIOUS COATING MIN. [ SPAN or 10'-O' O.C. MAX = 2x8 BLOCKING (SIZE PER PLAN (R -VALUE PER ENERGY GALLS) a �' _ (PER A5TM C9260 OVER PAPERBACK ! BATT OR BLOWN -IN INSULATION = SECURED w/ (3) 12d '-' TEXTURED CEMENTITIOUS COATING MIN. INDOW (PER PLAN), ATTACHMENT ^^^^ R " a (PER ASTM 6926) OVER PAPERBACK PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY GALCSJ _ NAILS EACH EN 2 LAYER WATER RESISTANT BARRIER, OVER ,I':XA /lyyyyyy&yyy -V EXPANDED METAL LATH, OVER APPROVED nom— WALL SHEATHING (TYPE AND ATTACHMENT \ SECURE 2x4 TO DBL TOP PLATE wl %8" x 6° 2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER "NAILING SCHEDULE" �` THRU-BOLTS 0 32' O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL TO 2x4 w/ 12d NAILS a 8' O.C. MAX METHOD PER 'NAILING SCHEDULE") WALL INSULATION 1 1/ 2' or EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALLS) SECURE GABLE TO DBL TOP PLATE w/ 6IMP50N =---DRYWALL CONTINUOUS 2x4 w/ (4) led NAILS @ TOP [SIZE AND SPACING PER NOTE #21,HGAIO 24" O.G. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING Y4' TiG SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN METHOD PER "NAIL ING SCHEDULE") MSTA24 a 32" O.C. MAX I'-4' MIN. FROM 2nd FLOOR LINE FRAME WALL SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'5 SPECS) qq RAILING DETAIL SCALE: 3/4'=1'-0' `rB SCALE: N.T,S. CONTINUOUS 2x6 wl (6) liod NAILS 9 BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE ENGINEERED FLOOR TRU65 15 A NAILER FOR WALL SHEATHING' Ti 7B - NOTE: SHINGLES OR TILE BATT OR BLOWN -IN INSULATION (PER COMMUNITY SPECS) - - a" GYPSUM BOARD OR 2" HIGH (R -VALUE PER ENERGY CALC5' STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRU55 PLASTIC OR METAL WEEP SCREE - HANDRAIL SECTION SHALL HAVE AN OUTSIDE / OVER 130 FELT PAPER (OR APPROVED MBEDDED STRAP EQUAL) INSTALLED PER SECTION 8905 OF GONG. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST 1 a INCHES l32 MM) DOUBLE TOP PLATE AND NOT GREATER THAN 2 INCHES (51 MM). THE FBCR, 6TH EDITION (2011) (U 15 CONTINUOUS REBA PRECAST LINTEL IF THE HANDRAIL 15 NOT CIRCULAR, IT /7 Y Y Y Y YY77YT) WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDGE- OVER ROOF SHEATHING (TYPE AND ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x6 5UB-BANr ATTACHMENT METHOD PER 'NAILING SPECIFICATIONS—� -� 1Y' 1 SCHEDULE") r1Ax� GREATER THAN o 4 INC�IEo 1160 MM) WITH VENTED � A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT MiN of 2 a INCHES l5l MM). EDGES SHALL HAVE 8" TEXTURED CEMENTITIOU5 COATING MIN. s° GYPSUM BOARD OR 2° HIGH x A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER A5TM C926) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATIONR (R -VALUE PER ENERGY CALCS) �, r EXPANDED METAL LATH, OVER APPROVED SIMP50N 5P2 (USP 5PT24) a EACH 2X,5 STUD PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER, OVER 0000 UPLIFT CONNECTOR PLACE SILL (PER BL DRQ - 2" GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE' TEXTURED CEMENTITIOUS (1) #5 REBAR VERTICALLY IN COATING MIN. (PER ASTM CON(. POURED CELL fi FULL WALT 6926) OVER CM (LOCATION PER PLAN) THE CLEAR SPADE 2x8 SYP WOOD STUDS a 12' O.C. MAX 3" P.T. FURRING STRIPS 16' O.G. BETWEEN THE %" DIAMETER ANCHOR BOLT 8° GM - 4 HANDRAIL AND THE 12' O.C. MAX w/ T EMBEDMENT WALL SHALL BE I Y° w/ 2" DIAMETER WASHER 2" GYPSUM WALL BOARD OOD BASE1 2� 2x8 SYP #2 WOOD STUDS @ 12" O.C. MAX SIMPSON SPI (USP 5PT22) 42' KNEE C. a EACH 2x8 STUD 1) COURSE TIE -BEAM POURED SOLID w/ ° 9 v CONCRETE SLAB CONCRETE w/ (1) #5 REBAR HORIZONTALLY (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL a RECAST LINTEL a ANp REINFORCEMENT) 34' MIN. TO 38' MAX A.F.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT �XTERIOR WALL FOOTING o ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE o SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) _ I TUJO STORY SCALE: 3/4'=r-�' 4A STAIR HANDRAIL ° LU LU v 0- PRECAST OR POURED IN Two STORY &GALE: 3/4'=1'-0' -4 o PLACE SILL (PER BLDR IL L 16d NAILS 8' O.C. MAX i° w 2° TEXTURED CEMENTITIOUS ALL INSULATION TEXTURED CEMENTITIOU5 COATING MIN. (PER COATING MIN. (PER ATM (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING @ EACH BRACE. TOENAIL ASTM 6926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4) 16d NAIL 5 a TOP a p G926J OVER CM INTO TRU55 w/ (4) 16d NAILS a EACH EN LATH, OVER APPROVED 2 LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS o 0 GYPSUM WALL BOARD 3/4' TSG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND ua v 3" P.T. FURRING STRIPS 16" O.C. BOTTOM PLATE OF 2nd FLOOR WALL) > 1 ATTACHMENT METHOD PER 'NAIL ING SCHEDULE'— 3 METHOD PER "NAILING SCHEDULE /4 TSG oUBFLOOR (ATTACHMENT <t u> 1) 15 CONTINUOUS REBAR Io" O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE') o a o CONCRETE POURED DELL 8d RING SHANK NAILS Q 4" O.G. [ SIZE AND SPACING PER NOTE ° o p (VERIFY PER PLAN) _ MAX INTO BLOCK Ni - 121, UNDER CATEGORY TIMBER �t u F Ll COD BASE ON GENERAL NOTES SHEET GN)] RE -ENG INEERED FLOOR TRUSS ?' 0° PRE ENGINEERED FLOOR TRUSS—r (MIN 1. STRAP CONTINUOUS 2x6 w/ (6) 16d NAILS m (MI\. IN SL��) � , `° o � .�� 5 REBAR 48° LONG who' HOOK 7B Cor EQUIVALENT) BOTTOM OF FLOOR TRUSS (BOTTOM 2x624' O.G. (MIN. 24" IN SLAB) 2x4 BRACE a 48" O.G. w/ (5) 12d NAILS - WA (PER PLAN) `ya2 - a = 15 A NAILER FOR WALL SHEATHING) ° 0 EACH EN g ° 5' GYPSUM BOARD OR 2" HIGH - e 4" CONCRETE REINFORCED w/ FI5ERME5H AT STRENGTH CEILING BOAR 2' TEXTURED CEMENTITIOUS = :: ° o A RATE OF .1510 PER CUBIC YARD ON 6 MIL _ .f COATING MIN. (PER ASTM o POLY ETHYLENE VAPOR BARRIER ON WELL V 8" GYPSUM BOARD OR 2" HIGH COMPACTED CLEAN TERMITE TREATED FILL CONC. FILLED U BLOCK w/ C926) OVER CMU - ° (1) 15 CONTINUOUS REBAR - - - STRENGTH CEILING BOARD Qa° NOTE: ,�(3) #'v REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT OND. FILLED U BLOCK w/ o _0 BREAK WITHIN I'-4" MIN. FROM 2nd (1) #5 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION 23CALE: 3/4'=I'-0' PARALLEL TO BLOCK TO BLOCK TWO5TORY 5GALE:3/4'=1'-0' A R C H I T ____) r E C T S Du0ln Gionc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � L i 77 SUBDIV. & 70T: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#O1) PROJECT#, : R2065.074/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA DA; E: `/12/18 s ALE:1/4"=1'-0" SHEET D4_ M6TCM40 1116' 0.5.5. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL A X STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF� WALL SHEATHING A W 7/16' O.S.S. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE VIEW - 2x6 WALL I EXTERIOR STUD WALL - OUTSIDE CORNER SCALE: N.T.5. 1116'0513. SHEATHING OR M5TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING 2x4 EXTERIOR WALL STUDS 2x4 50TTOM PLATE PLAN VIEW - 2x4 WALL 1116' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING 2X6 EXTERIOR WALL .- .; STUDS ` 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL 2 EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.S. HTT-4 SECURED TO STUD W/ (20) IOd X I J' NAILS 5/83' A.T.R. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1116' 0.6.5. SHEATHING OR 1/2' CDX PLYWOOD BEARING POST/ BEARING STUDS 2X EXTERIOR WALL STUDS 111VO.55. SHEATHING OR I/2' CDX PLYWOOD J' T 4 G 5U5FLOOR GLUEC A" - NAILED AS PER NAILING SCHI PRE-ENGINEERED FLOOR TRUSS CONNECT TOP OF STRAP I�IM/////%11A TO SOLID STUD W/ (16) 16d - SINKER NAILS °° h. '0 r SECONDFIN. FLR DBL. STUD n - CONC. FILLED LINTEL BLOCK W/ (U 15 PRE-ENGINEERED FLOOR; '° ii ' CONTINUOUS RE5AR TRUSS o II ' `OQ�_— N N 2x4 50TTOM PLATE ii r NTT -4 SECURED TO STUD Wl (20) 10d M5TCM40 r Z_ II. X 1 2' NAILS °m _ II ° • TOP OF _ MASONRY WALL 2x4 EXTERIOR WALL STUDS5/S' X A.T.R. IN HIGH STRENGTH EPDXY • ° E :.: = (MIN. l' EMBED) n — — CONNECT 50TTOM OF STRAP TO CMU BLOCK WALL 1116' 0.8.5. SHEATHING OR 1/2' CDX W/ (12) J' TAPCONS PLYWOOD EI II I NOTE: { MINIMUM END AND EDGE DISTANCE FOR ELEVATION VIEW TITEN SCREWS IS I Y' A SCALE: Nr.S. 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT 50TTOM OF STRAP TO CMU BLOCK WALL W/ (12) d' TAPCONS NOTE: MINIMUM ENE) AND EDGE DISTANCE FOR TITEN SCREWS IS I Y' 2X EXTERIOR WALL STUDS SECOND FIN. FLR OF WALL ' PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) HTT-4 SECURED TO STUD W/ (20) 10d X 121' NAILS USP K5T26O (ATTACHED PER MANUFACTURERS SPECIFICATIONS) (PER PLAN) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED) i FOUNDATION (PER PLAN) EXTERIOR STUD WALL OPTION *1 (HTT-4 METHOD) 3 CORNER TO POST SCALE: NT.S. B ELEVATION VIEW SCALE: N.T.S. IDS 4' T 4 G SU5FLOOR GLUErll— , " NAILED AS PER NAILING SCHI 2X6 50TTOM 2X6 EXTERIOR WALL 7/16' O.SB. SHEATHING OR I/2 ., PLYWOOD PLAN VIEW - 2x4 WALL D5L, STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR IMA PLAN VIEW - 2x6 WALL MASONRY WALL PRE-ENGINEERED FLOOR m - TRUSS (GIRDER DRAWN) L 1116' 0.6.5. SHEATHING SOLID BLOCKING REQUIRED - OR I/2' CDX PLYWOOD UNDERNEATH STUD - BEARING POST/ BEARING STUDS (PER PLAN) OPTION '2 (1<5T260 METHOD) C ELEVATION VIEW SCALE: N.T.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: N.T.S. -ENGINEERED FLOOR TRUSS C. FILLED LINTEL BLOCK W/ (1)05 ITINUOUS RE5AR -4 SECURED TO STUD W/ (20) IOd NAILS A.T.R. IN HIGH STRENGTH EPDXY I' EMBED) EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20) IOd X 1"NAILS -ENGINEERED FLOOR TRUSS 5/VAJR. IN HIGH STRENGTH EPDXY (MIN, l' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) S CONTINUOUS REBAR A R C H I T E C T S ADesi�n rolll�Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.a bd es i gngro u p.co m AA #:0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: SECTIONS/ DETAILS ARCHFECT: STATE OF FLORIDA 3 218 DA��E: /12/18 SALE: 1/4"=1'-0" SHEET NOTE: ECURE EACH KING STUD TO TOP PLATE w/ � STRUCTURAL SHEATHING MUST NOT 51MP50N 5P4 or USP 5PT4 BREAK WITHIN I'-4' MIN. FROM Znd (FOR 2x6 WALL USE 51MP50N 5P6 or USP 5PT6) FLOOR LINE EXTERIOR BEARING STUDS PRE-ENGINEERED TRUSSES w/ TRU55 PRE-ENGINEERED ROOF TRU55 [51ZE AND SPACING PER NOTE X21, CONNECTOR (VERIFY w/ TRU55 PLAN) _--- UNDER CATEGORY TIMBER ON � GENERAL NOTES SHEET GN)] TOP PLATE CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP IPPLE STUDS a 16' O.C. MAX RIPPL OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) ING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT 51MP60N MT512 or USP MTLUI2 TO LEDGER a 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/ 51MP50N or USP L6TA12 RAFTER SECURED TO TRUSS w/ %a' x 5' — (EACH SIDE OF OPENING) LAG SCREWS a 24' O.C. MAX r L MBEDDED STRAP ACK STUDS CONTINUOUS 2x6 w/ (6) 16d NAILS (PER PLAN) � (SEE MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRU55 (BOTTOM 2x6 - RECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN 15 A NAILER FOR WALL SHEATHING _ (SIZE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) V PER PLAN) OPENING EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 121, LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON ul PERPENDICULAR SCALE: 3/4'4-0' GENERAL NOTES SHEET GN)] ] ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON 6P4 ATTACHMENT METHOD PER NOTE: or U5P 5PT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT WITHIN / 2x BLOCKING UNDER WALL BREAK 1'-4' MIN. FROM 2nd U STUDS, SECURED BETWEEN FLOOR LINE XTERIOR BEARING STUDS / �; ECURE BOTTOM PLATE TO SLAB w/ Y' x 9' ANCHOR BOLT w/ 2' WASHER TRUSS BAYS w/ (3) I2d NAILS a EACH EN PRE-ENGINEERED ROOF TRU55 [ 51ZE AND SPACING PER NOTE 021, ' ' ' / SET IN SIMPSON HIGH STRENGTH 2x STUDS SPACING PER PLA UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6 GENERAL NOTES SHEET GN)] / EMBEDMENT MIN. 32' O.C. MAX MT512 a EVERY 5TU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT 51ZE AND SPACING OF STUDS PER PLAN 51MP50N MT512 or USP MTWI2 � � SCALE: 3/4'=I'-0' �j Two STORY SCALE: 3/4'=I'-0' TO LEDGER a 24' O.C. $ RE -ENGINEERED FLOOR TRU55 DOUBLE 2x6 LEDGER SECURED TO TRU55 w/ %a' x 5' — ECURE EACH KING STUD TO TOP PLATE w/ SIMPSON 5P4 or USP 5PT4 IMPSON 5P8 or USP 5PT8 a TOP 4 BOTTOM LAG SCREWS a 32' O.C. MAX •; (FOR 2x(o WALL USE 51MP50N 5P6 or USP 5PT6) _� � MBEDDED STRAP (PER PLAN) RE -ENGINEERED TRUSSES w/ TRU55 RE ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRU55 PLAN) CONNECTOR (VERIFY w/ TRU55 PLAN) _RECAST LINTEL (SIZE AND REINFORCEMENT DOUBLE TOP PLATE HEADER OUBLE TOP PLATE V^ PER PLAN) RIPPLE STUDS e 16' O.C. MAX MZE PER PLAN) KING STUDS SIMPSON or USP M6TA24 CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD a EACH JACK STUD 2LEDGER PARALLEL SCALE: 3/4'=r -m' HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) 2x8 5YP2 WOOD STUDS a 12 O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN Y' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ 6IMP50N or USP L6TA12 MAX.(TYPE AND ATTACHMENT METHOD PER NOTE: l/16' O.S.B. SHEATHING OR 1/2' CDX (EACH 51DE OF OPENING) OPENING 4a' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JACK STUDS 'MINIMUM 2) JACK STUDS 4 (2) KING STUDS a EACH JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4) 16D NAILS a TOP OF C (SEE WALL AND HEADER STUD 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) XTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 2X EXTERIOR STUDS 1/16' 0.5.5. SHEATHING OR 1/2' CDX [SIZE AND SPACING PER NOTE *2I, UNDER CATEGORY TIMBER ON WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES GENERAL NOTES SHEET GN)] NOTE: ROOF - JACK STUD A55EMBLY TO BE CONDITIONS MAY Q/ SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END 4 1 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR >' / INDOW SILL w/ CRIPPLE STUDS a 16' O.C. y ECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 MAX w% EMBEDMENTDIETER ANCHORw�2T DIAMETER or U5P 5PT4 TOP OF WALL X �j/ / HEATHING TO LAP TO TOP OF O MASONRY WALL. WASHER a IMPSON or U5P M5TAM24 EACH JACK SECURED w/ (3)Y' x I %4' TAPCONS TO -:;�- SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLOOR LINE CMU w/ MIN. 2' COYER 4 2' APART PRE-ENGINEERED CONT. 2x6 wl (6) 16d NAILS a I ..it 2x8 BOTTOM PLATE FLOOR TRU55E5 BOTTOM OF FLOOR TRUSS (BOTTOM 2X6 15 FOR WALL BEARING CONDITION �— SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL RIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL PARALLEL SCALE: 3/4'4-0' (D�T RT SCALE: 3/4'=I'-0' 7 TWO STORY SCALE: 3/4'4-0' A R C H IT E C TS �Des_n 1 o U P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � 81 BDIV. 8e LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA Sr13.2318, DA' $: /12/18 SHEET D Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Sliding Glass Doors - DOUBLE PANE LOW E FL# Part # Unit Size Description Masonry Opening Frame Opening FLH Part # Unit Size Description Masonry Opening Frame Opening Sliding Glass Doors Vinyl FLU Windows 14534 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 L0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 1/2" X 95 1/2" -TO 1901/,2" 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN I 74 1/2" X 95" L0434206 EA 12/0 X 8/0 OXXO I DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2" 1 16100 L0367192 EA 26 TW W/ARCH WDW VINYL SH W/GR & SCRN 74 1/2" X 76" L0429616 EA 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 191" X 961/2" - TO 286" 16100 L0297193 EA 26 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 741/2" X 72' L0354136 EA 5/0 X 6/8 DOOR SGD ALUM W/SCRN 62 1/4" X 811/2" 16104 L0426486EA 2626 FX WDW VINYL W/GR 30" X 30" L0298912 EA 1 5/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 62 1/4" X 961/2" 16103 L0367491 EA 2640 WDW VINYL SH CLEAR NO GR W/SCRN 30" X 48" L0295466 EA 6/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 811/2" 1 16104 L0366994 EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN 30" X 60" L0295467 EA 6/0 X 8/0 F DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 961/2" 15317 L0354138 F EA 2850 WDW VINYL CSMT W/GR & SCRN 32" X 60" L0303298 EA 8/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 981/4" X 811/2" 1 16103 L1040440 EA I 2860 WDW VINYL SH WHT W/GR & SCRN 32" X 72" L0310660 EA 8/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 981/4' X 961/2' 1 16104 L0296557 EA 3/0X3/0 FX TMP WDW VINYL SH CLEAR NO GR 36" X 36" L0329528 EA 9/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 1081/2" X 811/2" 16104 L0429520 EA 3024 FX TEMP WDW VINYL FX CLEAR NO SCRN 36" X 28' L0298914 EA 9/0 X 8/0 DOOR SGD ALUM W/SCRN 1081/2" X 961/2" 1 16103 L1040450 EA 3030 WDW VINYL SH WHT W/GR & SCRN 36" X 36" 16104 L0317308 EA 3030 FX WDW VINYL SH WHT W/GR & SCRN 36" X 36" Vinyl FL# Windows 16103 L0298924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR 36" X 40" 16104 16103 16103 16104 16104 16103 16103 16103 16103 16104 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16104 16104 16104 16103 16104 16103 16104 16103 16103 16104 16103 16103 16103 15103 16103 16103 16103 16103 16103 16103 16100 16103 16103 16103 16103 16100 16100 16100 16103 16103 16103 16103 16100 L0460340 EA 1/4X1/4 FX TMP WDW VINYL SH CLEAR NO GR 16103 L0365362 EA 3030 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 36" X 59" L0432421 EA 13 WDW VINYL SH CLEAR NO GR W/SCRN 201/8" X 38 3/8" 16104 L0352195 EA 3040 WDW VINYL OVAL WHT W/GR 38" X 52" L0439893 EA 14 WDW VINYL SH W/GR & SCRN 201/8" X 50 5/8' 16103 L0369494 EA 3040 WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48" L0432424 EA 1433 FX NO FLANGE WDW VINYL FX WHT W/GR & SCRN 16" X 39" 16104 L0354140 EA 3040 FX WDW VINYL W/GR 36" X 48" L0432423 EA 1433 FX W/FLANGE WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 L0434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 109" X 48" L0369271 � EA 15 1/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8' X 67" 16100 L0423133 EA 3040 TW 1/2 EYEBROW WDW VINYL SH W/GR & SCRN 72 1/2" X 52" L0369273 I EA 16 1/2 ARCH TOP ( WDW VINYL SH WHT W/GR & SCRN 20 1/8" X 76" 16100 L0434428 EA 3040 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 72 1/2" X 48" L0429521 EA I 1620 FX WDW VINYL SH W/GR NO SCRN 18" X 24" 16103 L0423134 I EA I 3040 W/1/2 RND WDW VINYL SH W/GR & SCRN 36" X 70 L0430156 EA r 1624 WDW VINYL SH W/GR NO SCRN 18" X 28" 16103 L0298921 EA 3050 WDW VINYL SH CLEAR NO GR W/SCRN I I 36" X 60" L0434427 EA 1634 FX WDW VINYL FX WHT W/GR r 18" X 40" 16103 L0317307 I EA I 3050 ARCH TOP WDW VINYL SH W/GR & SCRN 36" X 64" L0439004 EA 1836 FX ARCH TOP I WDW VINYL FX W/GR & SCRN I 20" X 46" 16104 L0367489 ( EA 3050 FX WDW VINYL NO GR I 36" X 60" L0303300 EA 1H2 FX TP I WDW VINYL SH W/GR I 27 1/2" X 26" 16100 L0366804 EA 3050 TPL WDW VINYL SH CLEAR NO GR W/SCRN I 109" X 60" L0412312 EA 1H3 WDW VINYL SH NO GR W/SCRN I 271/2" X 38 3/8" 16100 L0298922 EA 3050 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 72 1/2" X 60" L0317304 I EA 1H4 I WDW VINYL SH CLEAR NO GR W/SCRN I 27 1/2" X 50 5/8" I 16100 L0354148 EA 3050-4050FX-3050 I WDW VINYL W/GR & SCRN l 121" X 60" L0419869 EA 1H4 W/1/2RD WDW VINYL SH W/GR & SCRN 271/2" X 68 5/8" 16103 L0419409 EA 3056 ARCH TOP WDW VINYL SH W/GR & SCRN I 36" X 70" L0319054 EA 1H5 WDW VINYL SH W/GR & SCRN 27 1/2"X 63" 16103 L0477376 EA 34 WDW VINYL SH CLAR NO GR W/SCRN 54 1/8" X 50 5/8" L0419870 EA 1H5 W/1/2RD WDW VINYL SH W/GR & SCRN 27 1/2" X 81" 16103 L0367188 EA 35 WDW VINYL SH NO GR W/SCRN 541/8" X 63" L0432419 EA 1H6 WDW VINYL SH CLEAR NO GR W/SCRN 27 1/2" X 72" 16103 L0329525 EA I 35 ARCH TOP WDW VINYL SH W/GR & SCRN 541/8" X 67" L0317306 EA 1H6 ARCH TOP F WDW VINYL SH W/GR & SCRN 27 1/2" X 76" 16103 L0364384 EA 36 WDW VINYL SH W/GR & SCRN 541/8" X 72' L0298906 EA 1H6 TMP W/1/280 WDW VINYL SH W/GR &SCRN 27 1/2" X 90" 16103 L0327816 EA 36 ARCH TOP WDW VINYL SH W/GR & SCRN 54 1/8" X 76" L0434441 EA 2020 FX WDW VINYL FX CLEAR NO SCRN 24" X 24" 16104 L0367490 EA 4020 FX TMP WDW VINYL FX CLEAR NO GR 48" X 24" L0298926 I EA 2020 FX ARCH TOP I WDW VINYL FX WHT W/GR I 24" X 28" 16103 L0430847 :EE E4030 4030 FX TMP WDW VINYL SH CLEAR NO GR 48" X 36" L0369491 EA 2026 FX WDW VINYL FX WHT W/GR 24" X 30" 15865 L0434426 EA 4036 WDW VINYL SLIDER WHT W/GR & SCRN I 48" X 42" L0327818 EA F 2030 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 36" 15865 L0354129 EA 4040 WDW VINYL SLIDER NO GR W/SCRN 48" X 48" L0352196 j EA 2030 FX WDW VINYL FX WHT W/GR I 24" X 36" 16104 L0354141 EA 4040 FX WDW VINYL NO GR 48" X 48" L0298928 EA 2030 W/1/2 RD WDW VINYL SH WHT W/GR & SCRN r 24" X 52" 16103 L0368324 EA F 4050 r WDW VINYL SH WHT W/GR & SCRN 48" X 60" L0434444 EA 2036 TMP FX WDW VINYL FX WHT W/GR 24" X 42" 16100 L0427856 ! EA 4050 TWIN WDW VINYL SH W/GR & SCRN 961/2" X 60" L0317309 EA 2040 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 48" 16103 L0460341 EA 5/0X5/0 FX TMP WDW VINYL SH CLEAR NO GR 60" X 60" L0366113 EA 2040 ARCH TOP WDW VINYL SH W/GR & SCRN 24" X 52" 15865 L0298925 EA 5044 WDW VINYL SLIDER WHT NO GR W/SCRN 60" X 52" L0362731 EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN ( 24" X 48" 16104 L0435847 EA 5052 FX TMP WDW VINYL FX CLEAR NO GR 60" X 62" L0363422 EA 2040 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 24" X 64" 16104 L0295462 EA 54X12X24 ARCH WDW VINYL W/GR 54" X 28" L0417692 �2050 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 16104 L0295461 EA 54X27 WDW VINYL 1/2 RD W/GR 54" X 31" L0298929 EA 2060 TMP ARCH WDW VINYL SH WHT W/GR & SCRN 24" X 76" 16104 L0298910 EA 58X28X56 1/2 RD WDW VINYL W/GR 58" X 61" L0298930 EA 2060 TMP W/1/2 RND WDW VINYL SH WHT W/GR & SCRN 24" X 98" 16104 L0298911 I EA 58X40X30 ARCH WDW VINYL W/GR 58" X 44" L0351034 EA 23 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 38 3/8" 16103 L0314657 EA IH3 WDW VINYL SH NO GR W/SCRN 27 1/2" X 38 3/8" L0319052 EA I 24 I WDW VINYL SH CLEAR NO GR W/SCRN I 38" X 50 5/8" L0369187 I EA I 24 W/1/2RD I WDW VINYL SH W/GR & SCRN I 38" X 74" Transoms L0432425 EA 24-5 W/FLANGE WDW VINYL SH W/GR & SCRN F-38" X 561/4" 16104 L0429519 EA 2014 I TRANSOM VINYL WHT NO GR 25" X 17" 24" X 16" L0298907 EA 2430 WDW VINYL SH W/GR & SCRN ( 28" X 36" 16104 L0354132 EA 3014 TRANSOM VINYL W/GR I 37" X 17" 36" X 16" L0367488 I EA 2436 FX WDW VINYL SH WHT W/GR & SCRN I 28" X 42" 16104 L0354133 EA 3044 TRANSOM VINYL W/GR 37" X 53" I 36" X 52" L0430846 I EA 2450 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN 28" X 60" 16104 L0324888 I EA 3214 TMP I TRANSOM VINYL WHT NO GR I 39" X 17" 38" X 16' L0298908 I EA I 2460 TMP WDW VINYL SH W/GR & SCRN 28" X 72" 16104 L0328436 EA I 3616 ARCH TRANSOM VINYL WHT W/GR 43" X 23" 42" X 23" L0295456 EA 25 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 63" 16104 L0354134 EA 3624 ARCH TRANSOM VINYL W/GR I 43" X 33" 42" X 33" L0300838 EA 25 ARCH TOP WDW VINYL SH W/GR & SCRN 38" X 67" 16104 L0329526 EA 4013 TRANSOM VINYL WHT NO GR 49" X 16" 48" X 15" L0295460 EA 25 TMP W/1/2 RD WDW VINYL SH W/GR & SCRN 38" X 86' 16104 L0300837 EA 4613 TRANSOM VINYL WHT W/GR 55" X 16" 54" X 15" L0310640 —[:EA 25 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 75" 16104 L0295463 EA 4620 TRANSOM VINYL WHT W/GR 55"X 25" 54" X 24" L0300839 EA 25 TW W/ARCH WDW VINYL SH W/GR & SCRN 741/2" X 67" 16104 L0354135 EA 4626 ARCH I TRANSOM VINYL W/GR ( 55"X 34" 54" X 34" L0295457 _[EA r 25 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 741/2" X 63" 16104 L0354131 EA 5016 TRANSOM VINYL W/GR 61" X 19" 60" X 18" L0317305 I EA 25 W/1/2 RD WDW VINYL SH W/GR & SCRN 38" X 86" L0369490 _F EA 26 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 72" Doors L0295459 EA 26 ARCH TOP F WDW VINYL SH W/GR & SCRN 38" X 76" EA 2/86/8 F Door 35 5/8" X 831/16" 34 1/8" X 82 5/16" L0361749 EA 26 TMP W/1/2 RND WDW VINYL SH W/GR & SCRN 38" X 95" EA 3/0 6/8 Door F 39 5/8" X 83 1/16" 38 1/8" X 82 5/16" L0434442 EA 26 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 111" X 72" EA 2/88/0 Door L 35 5/8" X 991/16" 34 1/8" X 98 5/16" EA 3/08/0 ( Door 39 5/8" X 991/16" 381/8" X 98 5/16" A R C H I T E C T S Design Group inc. L1441 N. RONALD REAGAN BLVD.LONGWOOD, FL 32750PH: 407-774-6078 FAX:407-774-4078 w w. a b d e s i g n gr o u p. c o m AA #: 0003325 SLTBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT##: 82065.074/00001 PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDA /,&N�TWELL 013 JAM a DA�: 9/12/18 SC LE: 1%4" SIffEET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH o 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1" O.C. 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. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO BE (NO, 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION " OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHE FORM FLASH I TO THE BOTTOM HALF THE PIPE AND WRAP AROUND THE PIH. 6' TO 8' / i 16' TO 8' 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 'al' (VERT.) O.G. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 0" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.T.S. 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 BUBBLES. PER FBG 8103.1.1 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 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL SCALE: xTS. — TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) orom 1101 METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9" (229 -MM). AS PER ASTM C1063 1.8.1, NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL & STICK WOOD STU 5HEATHI WRB #1 TAPED T SHEATHING uu/ WI #2 OVER TOP. Wf 12 TO BE LAPPS_ VERTICALLY 6" MIN, STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" HORIZONTAL LATH & PAPER DETAIL SIDING FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 6GALE: xr5. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.TS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" �@ VERTICAL LAPS (ROLL ENDS) 4 6" ' HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL CTTTCCn $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WOOD SHEATHING IoJfl111l111 DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBG 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 BUBDI®®'k LOT* KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) IPIROJECT#: R2065.074/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA x'7 1/ 3 21118 D-4jtE: 9/12/18 s' ALE: 1/4" �II""IIII Limmm0■ammo& BUBDI®®'k LOT* KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) IPIROJECT#: R2065.074/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. STATE OF FLORIDA x'7 1/ 3 21118 D-4jtE: 9/12/18 s' ALE: 1/4" A R C H IT E C T S Design 0,F Inc. 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 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: WALL ASSEMBLY DETAILS �RCITECT STAFLORIDA SEP 2010 DATy- 9�<12 /18 SCALE: 1/4"=l'—O" SHEET WA2 TEXTURED CEMENTITIOU5 COATING WRB LAYER #l, 5TUCCOWRAP (OR APPROVED — EQUAL) IIX.i WRB LAYER #2, FORTIFIBER BUILDING .k WOOD SHEATHING —1 8" THICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER #l, 5TUCCOWRAP (OR APPROVED „ : x SEALANT. PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. ! (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS — STEP FLASHING NAILING FLANGE, STOP WRB APPROX. :°% APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 y" ABOVE SHINGLES "X NON-MOVABLE FRAME AND STUCCO ON ALL AqL SEALANT ALL SIDES DIVERTER I° MIN. `-w,�-��_ - 5ELF-ADHERING FLASHING SEALANT JOINTS ALL AROUND \ A" ''✓` ��: �:' 8° THICK, 3 COAT CEMENT PLASTER STEP FLASHING , , i METAL LATH DRYER VENT BLOCK 6B DRYFLEKT KICKOUT DIVERTER WRB LAYER #2, FORTIFIBER BUILDING SGALE: NT.S. W PAPER (OR APPROVED EQUAL) BUILDING PAPER DRYER VENT (FRAME) 6A OVER 'QUICK FLASH' �� FELT UNDERLAYMENT SCALE: N.T.S. = PER FBC R103,11 PIPE THROUGH WALL -7-7_ 8o SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FASCIA WRAP E EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND BELOW BUILDING PAPER "QUICK COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER FLASH' ASTM C 928-12A. FASTEN 4" O.C. MAX. A VENT PENETRATION �, SCALE:KT.s. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1083-12A WOOD SHEATHINGWRB LAYER #2, FORTIFIBER LEGEND WOOD—WRB LAYER 01, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR = APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL 5 WOOD APPROVED � UAL) \ —FOR WOOD --METAL LATH OR APPROVED EQUAL At BOTTOM OF ROOF 4 WALL SCALE: NTS. SHEATHING} LAYER �,�-7/8 TEXTURED FINISH WOOD WRB LAYER #2 INTERSECTIONS �1B R CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR 8" CMU MEMBER I" O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF 5HER-CRETE — x APPROVED EQUAL) �" '®: %$° TO %$° MID -WALL METAL LATH X X X X — FLEXIBLE CONCRETE WATERPROOFER or 1 = a CHICK, 3 COAL CEMENT WOOD FRAMED PLASTER WEEP SCREED 8" WIDE STRIP SELF STUCCO SCRATCH COAT PRIOR TO ELEC. METER - WALL %a" TO -f/8" MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION F = WEEP SGREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING 1 (PER 3/WAI) - 8" SELF -ADHERING FLASHING TEXTURED FINISH @ MA50NRY - HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE` - - ELEC. METER FIELD VERIFY _ FRAME TO FRAME 7B SCALE. N.T.S. FRAME TO BLOCK 7A SCALE: N.TS. C84-I-09,METAL TH. MIN LATH 5HTO BE PEP, LB5. PER SQYBC R103,1,1 ARD (UTILITY OR ® LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP 5CREED ENP t0 END JOINTS ELEC. METER FIELD VERIFY LOCATION _ - _ - CUT ENOUGH PROTECTO FORM NOTE: ATTACH PER SEALANT ON TOP 4 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4" - EACH SIDE.STARTING AT MANUF. SPECIFICATIONS 5PASt BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLYMAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGIDFLASH PROTECTO FORM FLASH I IN A THE PROTECTO FORM FLASH Ivj I INTO THE OPENING POLYMERIC I50CYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE EAT STUFF O SIMI A r r=�cFOAM ('GREAT ) BOX. \ OUTLET OPE NING INTERIOR OF THE BOX. .COVERtHE r C EXTENDING TO NO CLOSER ER WOOD SHEATHING THAN 1" TO CORNER. STEP 1 STEP 2 STEP 3 C WRB LAYER #l, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION — SELF ADHERING FLASHING APPLY E -Z BEAD ,o °;°;°; o, OVER STUCCO/ C.V. FINISH- FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING APPLY 80 MIN GRADE "D" FELT I OVER SELF -ADHERING FLASHING (OR APPROVED EQUAL) ;; ;: OVER 80 MIN GRADE "D" o: ;o (SEE TYPICAL WALL SECTION) P' ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAl OVER APROVED NOUSEWRAP FELT -PROVIDE SEALANT oo o: ° METAL LATH PENETRATION 'PIPE PENETRATION DETAIL" 8 SALE' N.T.S. #2, AT ALL JOINTS AND •�:�°�°°° INTERSECTIONS k 0 .. EXTERI R APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WIRB LAYER FORTIFIBER WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OF STEP 4 STEP 5 ELECTRICAL RECEPTACLE 9 SGALE:KT9. tFwEccNsv STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H IT E C T S Design 0,F Inc. 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 74) MODEL: LARGO (VERSION#01) PROJECT#: 82065.074/00001 PAGE: WALL ASSEMBLY DETAILS �RCITECT STAFLORIDA SEP 2010 DATy- 9�<12 /18 SCALE: 1/4"=l'—O" SHEET WA2 WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER 11, u 5TUCCOWRAP (OR APPROVED EQUAL) g" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AM6(o-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) (o' SELF-ADHEREING FLASHING WRAPPED '@ CORNER OF CANTILEVER AMICO AM(o&-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. 1 V L 1 SCALE: N.T.S. FINISH LAYER (2 LAYER PEEL & STICK) (o" PEEL 4 STICK 0 DRIP EDGE TO DECK I Y"XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 16t LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER (o" PEEL 4 STICK /@ DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I I2"XI %4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %4" GAP FOR BACKER ROD 4 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD $$COMPONENTS PULLED —\ 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CA51NG BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" 26 GA. GALV. METAL DRIP FE SET IN FULL BED OF SEALANT, Y" SPACE FROM DRIP FACE TO TREX sAP FOR BACKER ROD 4 SEALANT I (OR APPROVED EQUAL) CASING BEAD THEIR RESISTIVE BARRIER #1 THEIR RESISTIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE -3" X 3" 2(o 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 / ASTM C-841-09, MIN. 2.5 LBS, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) � DRIP EDGE INSTALLATION 1 1 ti SCALE: N.TS. %4" GAP FOR BACKEIR\ ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL i STICK) PEEL & STICK 5UB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 112"XI %" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING Ist LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT PECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 11 B SCALE: NTS. sssCOMPONENT5 PULLED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING /,� 1" O.C. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, PORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @FRAME ,L4 NTS. CORNER BEAD (FASTENER 4 SPACING 1" O.CJ CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT 12B CORNER BEAD @ BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER #2 6" SELF ADHERING 4 FLASHING PEEL & STICK 1 Y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y" X 3" 2(GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 11 r WEATHER RE515TIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 YIZ°x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT Y2' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, I2" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 16t LAYER (2 LAYER PEEL & STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER METAL LATH IL WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ "L" FLASHING t 1 . SCALE: xrs. A R C H I T E C T S Design roup -Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 v� N E 0 W SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT##: 82065.074/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA SFPi,�3 2�t8 DATV \Q/12/18 S C A�E: 1/4"=l'—O" SHEET � WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER 1, 5' (OR APPRO, WRB LAYER #2, FORTIFIBE PAPER (OR APPRO, 1 8" TH CEMEI (o" 5ELI WIND( -,,w r-�./4ri G CASING BEAD C WINDOW (FRAME, NO BAND) 1 JK SCALE: NiS. WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 - WEATHER RE615TIVE BARRIER #2 %6" X 1)/4" LAP 51DING W/(o" REVEAL (o" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURE R'5 IN5TALLATION — IN5TRUCTION5 DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING STUCCO CASING BEAD SIDING TO STUCCO BLOCK TO FRAME TRANSITION 6 SCALE: N.T.S. WOOL) SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 %" X I %" LAP SIDING W/6 REVEAL (o' 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S IN5TALLATION IN5TRUCTION5 DO NOT SEAL OPENING GALV'D METAL "Z" FLA5HING E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%a" FLEXIBLE PVC BACKER ROD) (o° 5ELF-ADHERING FLASHING %a" THICK, 3 COAT CEMENT PLA5TER WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 �TUCCOWRAP > EQUAL) IG =ORTIFIBER R (OR IAL) T :R WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8° THICK, 3 COAT CEMENT PLA5TER ANGLED CASING BEAD 6°6ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH YIEUJ FOR \ 8" THICK, 3 coAT CLARITY) CEMENT PLASTER WRB LAYER #l, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6°5ELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE FRAME, W BAND 13 B scALE: NTS. 6" SELF -ADHERING FLASHING WEATHER RE516TIVE BARRIER 11 WEATHER RESISTIVE BARRIER #2 U _ STARTER STRIP PER MANUFACTURER'S INSTALLATION — a 1, IN5TRUCTION5 6" SELF -ADHERING FLASHING 11 GALV'D METAL "Z° FLASHING [DO NOT CAULK OR SEAL OPENING GALV'D METAL "z" FLA5HING WOOD CON5TRUCTION BEYOND (o" 5ELF-ADHERING FLA5HING WEATHER RESISTIVE BARRIER 11 TO LAP 6" MIN. ABOVE TOP OF "Z° FLASHING WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #1 TO LAP (o" MIN. ABOVE TOP OF "Z" FLASHING (o" 5ELF-ADHERING FLA5HING WEATHER RE515TIVE BARRIER #1 E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%a" FLEXIBLE PVC BACKER ROD) WEATHER RE515TIVE BARRIER 12 SIDING TO STUCCO C FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN, 2.5 LB5. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT-- ro wwoau WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 8" THICK, 3 COAT CEMENT Ya' GAP TYP PLASTER IX TRIM MEMBER /@ 5TUCCO CASING BEAD TO TRIM METAL LATH TO 51DING TRANSITION WRB LAYER #2, FORTIFIBER SIDING BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �— WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 1 `t SCALE: KTS. (GROSS -SECTION) WOOD SHEATHING METAL LATH WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 6" THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) CASING BEAD (o' SELF ADHERING FLASHING OR PEEL 4 STICK WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER x BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD C RAISED ND FRAME @0A_[E METAL LATH /5EALANT WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME-- WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/%a" FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) *APPLY FULL BED OF — 5EALANT BETWEEN — FLANGE 4 BUILDING WRAP ry EZ BEAD WINDOW CASING 1 ( SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER METAL LATH 77 - WRB LAYER #2, FORTIFIBER — BUILDING PAPER (OR APPROVED EQUAL) —E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%a" FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / \--6" SELF ADHERING FLASHING — WOOD SHEATHING DETAIL EXPLODED FOR CLARITY AR C H I T E C T S DesiPinc. n Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA 1 3 2018 DAVE: 9/12/18 SF ALE: 1/4"=1'-0" SHEET VU �� CUT HOU5EWRAP AT 45° ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY C^' n-' i=) ¢ SECURE HOUcl P UNDE'' STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP g5CA—LE- NTS. (FRAME) WALL FLASHING INSTALLATION DETAIL MASONRY 18A SCALE: N.TS. FOLD IN AT Ji SLOPE INSTALL 6" SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 3 1h 0 NOTE: I. IT 15 THE CONTACTORS RE5PON5113ILTY TO VERIFY THE COMPATIBILITY 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: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (° SELF -ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY Sia° NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L—g" VERT. END DAM5 REQ'D. AT EACH END OF SILL 01L'r 1 " MIN. TEXTURED -EMENTITIOU5 COATING )VER BLOCK J5EWRAP 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 SELF -ADHERING STRETCHABLE FLASHING & APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLl LEVEL AND 50UARE I MANUFACTURERS WRI1 INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT o l h f- U (o" WIDE ADHESIVE LEXIBLE FLASHING :R DRIP CAP JOINT :TO -WRAP BT-20XL %PPROVED EQUAL) STEP 5 0 1 DI u MIN. TEXTURED 8" MIN. TEXTURED8" MIN. TEXTURED EMENTITIOU5 COATING CEMENTITIOUS COATING CEMENTITIOU5 COATING iVER BLOCK OVER FRAME OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME 5» 5rr MIN. THICKNESS "' (MIN. THICKNESS g) (MIN. THICKNESS g) ( 8 ) SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 BGALE: N.TS. STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA A R C H I T E C T S /C'DeVin nc. 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 74) MODEL: LARGO (VERSION#01) PROJECT#: R2065.074/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA 13 2818 DATE/ '/12/18 sC41 E: 1/4"=1'-0"