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Home My WebLink About2257 Kelmscott Ct (a)VERSION 01 FOR: REc,uiw COPY REVIEWED FOR CODE COMPUtAGE PLANS EXAMINER l -2! FL — DATE SANFURD BUILDINQ DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AD rHORITY TO VIOLATE, CANCEL, ALTER OR SE r ASIDE ANY OF THE PROVISIONS OF THE "TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE REOU FV GI LDING A CORRECTION OP ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be VeriJ'ied at Slab Inspection SUR.DLvG nhomes.com SANFORD ARTM�r #� $- 4367 • STATE OF' FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUNI. LUMINOUS 4307 VINELAND ROAD, SUITE 102 (FBCR), STH EDITION(2017) ALJ. ADJUSTABLE BLE N.C. MEDICINE CS COVER SHEET AMP ALTERNATE IFR. MANUFACTURER GN GENERAL NOTES ORLANDO, FL 32811 A,MY. ANIYERACE MIN. mluvl,Mu�t • ALL LOCAL AND STATE CODES ISD. BOARD NiTD. NIOUNTED 1 FRONT & REAR ELEVATIONS RYAN HOMES — TAMPA CL CENTERLINE N1 1L. METAL 2 LEFT & RIGHT ELEVATIONS 1409 TECH BLVD., SUITE 202 CAD. CABINET N:r.s. CENTo TER • OCCUPANCY — RESIDENTIAL, GROUP R3N CeNr cLc. CEILING O.C.o.c. ER 3 FIRST FLOOR PLAN TAMPA, FL 33619 . CONSTRUCTION TYPE — VB CON CLEAR PL PUSHB'rTONE 4 SECOND FLOOR PLAN CONC. CONCRETE Y.B. PUSHBUTTON • MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • STATE OF FLORIDA • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS VASD = 116 MPH C.T. CERANI1CTILE PLYWD. PLYWOOD PROFESSIONAL ARCHITECT: D. DRYER PR. PAIR 5B DOWEL PLAN • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED D.G. DUAL GLAZED R. RISER 5C LINTEL PLAN (LOTT'S) • EXPOSURE CATEGORY — EXPOSURE C JAMES CANTWELL DIA. DIANIETER RAD. RADIUS 5D LINTEL PLAN (CAST—CRETE) AR NO. 12079 • 1—STORY RESIDENCE DIM. DINIENSION R.A.G. RETURN AIR GRILL • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRE—CAST) UP. DEEP REF. REFRIGERATOR A.B. DESIGN GROUP, INC. LOCAL AND STATE CODES DR. DOOR &M. Roots 6 FIRST FLOOR FRAMING PLAN 1441, NORTH RONALD REAGAN BLVD. D.S. DOWNSPOUT R.O.ROUGHOPENING 7 SECOND FLOOR ROOF FRAMING PLAN WIND SPEED & EXPOSURE CATEGORY DTL. DETAIL S.L. SINGLE HUNGDETECTOR 8 ENTRY FRAMING SECTION LONGWOOD, FLORIDA 32750 L.W. DlsrnvnsflEx s.fl. SINGLE HUNG EA. EACH SHT. SHEET 9 FIRST FLOOR ELECTRICAL PLAN Fax: (407) 774-4078 Tel: (407) 774-6078 ELEV. ELEVATION StITflG. SHEATHING BY COMMUNITY EQ. EQUAL SHWR. SHOWER 9.1 SECOND FLOOR ELECTRICAL PLAN EXH. EXHAUST SINI. SLMILAR DRAWING / CONTRACT DOCUMENT EX"r. EXTERIOR SL. SLIDING ASTURIA 150—C F.G./FX. FIXED GLASS SL'GL. SLIDING GLASS D1 SECTIONS/DETAILS REVIEW BY BUILDER F.G. FUEL GAS STD. STANDARD D2 SECTIONS/DETAILS AYERSWORTH GLEN 150—B FIN. FINISH TEMP. TErIPEREDGLASS FLIZ. FLOOR THK. THICK D3 SECTIONS/DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR BAYBERRY WOODS 150—B FLUOR. FLUORESCENT Ir.o.c. FOP OF CURB CARRIAGE POINT 150—B FR. DR. FRENCH DOOR T.O.P. 'FOP OF PLATE D4 SECTIONS/DETAILS INTERPRETATION OF' THE CONTRACT DOCUMENTS. FTG. FOOTING T.O.S. 'Top OF SLAB D5 SECTIONS/DETAILS GA. GAUGE TYP. TYPICAL CHAMPION'S RESERVE 140—B CAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED D6 SECTIONS/DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS CREEK SIDE 140—B G.F.I. GROUND-FAULFCIRCUIT O'ffIERWISE D7 WINDOW SCHEDULE GL. CLASS W. DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR CYPRESS PRESERVE 139—C GLASS INTERRUPTER W.V.vAPoxrxooF WASHER AND IN NEED OF' FURTHER DETAILING OR GYP. BD. GYPSUM BOARD W1 WITH WA1 WALL ASSEMBLY DETAILS CYPRESS RIDGE 140—B TLB. HOSE BIB WD. Wool EXPLANATION IN ORDER TO BUILD THIS PROJECT fl.c.HOLLOW CORE WDW. WINDOW WA2 WALL ASSEMBLY DETAILS BASED ON THIS DRAWING SET, THE CORRECT HAMILTON GARDENS 140—B HDR. HEADER WiH WATER HEATER WA3 WALL ASSEMBLY DETAILS HIGHLAND MEADOWS 140—B HGT.ORFIT IIEIGfrr W.I. WROUGHT[RON PROCEDURE IS FOR THE BUILDER TO SUBMIT A INSUL. INSULATION WA4 WALL ASSEMBLY DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO HIGHLAND PLACE 140—B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN LAKES AT LUCERNE 140—B SQ.FT. CALC.'S RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY LUCAYA LAKE CLUB 150—C MANNER. AB DESIGN GROUP TAKES NO McCORMICK RESERVE 140—B RESPONSIBILITY FOR INTERPRET'ATIONS OF, OCOEE PINES 140—B CONSTRUCTION BY THE BUILDER WHEN NO RFI's ORCHID ESTATES 140—B IST FLR. LIVING 1,090 5Q. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF OSPREY LANDING 150—C 2ND FLR LIVING= 1,331 SQ. FT. THE CONSTRUCTION BASED ON THE DRAWING SET. OVERLOOK AT GRASSY LAKE 140—B TOTAL LIVING 2,421 SQ. FT, T HILL 140—B PLEASANT THESE PLANS ARE DESIGNED AND ENGINEERED FOR PLEASAN 140—B ENTRY 355Q. FT, A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SEREGaARACxE 459 5Q, FT. RESPECTIVELY. IN THE CONDITION THAT THIS HOME SHADOW RIDGE 140—B LANAI 160 5Q. FT. IS BUILT IN A WIND SPEED AND EXPOSURE SOUTHFORK LAKES 150—B CATEGORY LESS THAN 150—C, PLEASE REFER TO SUM:MERWOODS (WILLOW BEND) 150—C TOTAL 3,015 SQ, FT, GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140—B NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C T S Design Gf 0U plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 III � I FB DIV.& LOT: NSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA SEP 18 2,913 ,I)#E: 9/17/18 ALE: 1/4"=l'—O" SHEET c�OF 9 M tICLICMAI \If1TC[I 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) A.I. SLEEPING ROOMS 30 A.2. ATTICS W/STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.A. POOLROOMS 75 A.5. BALCONIES 40 A.B. DECKS 40 A.7. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF) B.I. ALL AREAS 10 C. ROOF LIVE LOADS _ C.I. "' MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD PSF) D.I. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. 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.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24' A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 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 FROMA PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3181NCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 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 MATERIALAND 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 Y' -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE XGYPSUM 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. 170 REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL BE 1'-0' BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AS DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y' THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILLAT 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. 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'/,". 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 3/,". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). RA A PA\InV 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN A INCH AND NOT MORE THAN '/<INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE V2 INCH TO 2.25 INCHES (13 TO 66 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kgim') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH T" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. 45, W31 OR D31 AND SMALLER T. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 314" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IW 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. CI Cfrnl^AI 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 FSC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15 -AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE, THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 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.1. 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: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb=1,100 PSI Fv=175 PSI E=1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADSAND/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)., B. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" 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 518" COX 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 W 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 7116" OSB EXPOSURE -1 OR 112" 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, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AS DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. a TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSITFPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY W/FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 16OMPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USEDAND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 6137,5 PER R2906.4 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. ` PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS P'IUST 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 W PVC (SCHEDULE 40), INSULATED WITH h"AMAFLEX 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH V? AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH &ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 ■■ A 1\ITC\I A Ll^r! IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S/CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S Design e/G r Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIII� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA ;SEP 13 F18 DA'F;E: 9/17/18 SHEET GNOF GARAGE ATTIC VENT CALCS AREA OF ATTIC 144SQ.FI. NET FREE VENTILATION AREA REQUIRED (1/150) 0.96 SUL REQUIRED VENTILATION AREA (0.96 x 144) 138.2 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 1FLF 14 LF PROVIDED LF OF SOFFIT VENTILATION 3 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1343SQ.Ff. NET FREE VENTILATION AREA REQUIRED (1/300) 4.46 SQ.FT. REQUIRED VENTILATION AREA (4.46 x 144) 644.6 SUN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 644.6) 322.3 SQ -1N. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 2.80 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 322 SUN. REQUIRED LF OF SOFFIT VENTILATION 28 LF PROVIDED LF OF SOFFIT VENTILATION 62 LF ENTRY & GARAGE ATTIC VENT CALLS REA OF ATTIC 160SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 1.07 SQ.FT. REQUIRED VENTILATION AREA (1.07 x 144) 153.6 SQ.IN. SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF REQUIRED LF OF SOFFIT VENTILATION 14 LF 5HINGLE5, (TYP.) HARDIE SIDING (INSTALLED PER MANUFACTURER'S 4' TRIM BOARD (TYP.) X13'-8 3/4" BRC-. HC -T 1/ 3' HEEL (TYP.)" I _ 18'-S 3/4' BRG, HC -T. _ UJ/ 3' HEEL (TYF'.) U)/ 3" HEEL (TYP.) I' -V 4' TRIM BOARD � HARDIE 5DING (INSTALLED PER LLLI 4' TRIM BOARD MANUFACTURER'S 5PEC5) I -0" HARDIE 51DING (INSTALLED PER Q (TTP.) 12 4- I0'-3 3/4" 2ND F.F. - - - - - - - - I0'-3 3/4" 2ND FF. 9'-4' BRG. HGT. _ _ ;9'-4' BRC-. HGT. 3'-�" HDR. HGT. Ej— MANLFACTURER'5 SPECS) I' TEXTURED CEMENTIOU5 r LL - Fl— 0'-0' FIN. FLR. -;O'-O' FIN. FLR. O 12 ' O 5GALE: 1/4 = I' -(D' �)'-8 3/4" 2ND F.F. -- - - - — — — _ - 4 I0'-3 3/4" 2ND F.F. - - - - --- - - - 9'-4" 9'-4' BRG. PGT. - - - - - - - - - - -_ 3'-3" BRG. HT. HDR. HGT._ a GARAGE 6' IUIDE RAISED BAND 7TP.I TEXTURED CEMENTIOUS 01-V FIN. FLR.� FRONT 1ELEVATluN SCALE: 1/4 = 1'-0' ELEVATION °K' (TYP.) COATING PER (ASTM G926) (TYP) �'-�" FIN. FLR. 3/4" BRG. HGT. _ 18'-S 3/4' BRG, HC -T. _ UJ/ 3' HEEL (TYF'.) _ I U1/ 3' HEEL (TYF'.) � HARDIE 5DING (INSTALLED PER 4' TRIM BOARD MANUFACTURER'S 5PEC5) (TTP.) 12 4- I0'-3 3/4" 2ND F.F. - - - - - - - - I0'-3 3/4" 2ND FF. 9'-4' BRG. HGT. _ _ ;9'-4' BRC-. HGT. 3'-�" HDR. HGT. 3'-0" HDR '"'C --T,. TEXTURED CEMENTIOU5 O COATING PER (ASTM �p C926) (TVP) 0'-0' FIN. FLR. -;O'-O' FIN. FLR. REAR IELEVATI ' 5GALE: 1/4 = I' -(D' ELEVATION °K° A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUHDIV. &LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063 00001 PAGE: FRONT & REAR ELEVATIONS ARCHITECT STATE OF FLORIDA SEP 1 A013 D#TE: 0/17/18 ALE: 1/4"=1'-0" SHEET 1 OF 9 121 LEFT EILIEVAT'lu"N SCALE: 1/4 = I'-0' ELEVATION "K" SHINGLES, (TYP.J OFF RIDGE VENT I{- 5 OFF -RIDGE VENT IV -8 3/4" BRCz. HC,T. UJ/ a" HEEL (TYPJ ,10'-8 3/4" 2ND F.F. �9'-4" BRC,. HC,T. BRC,. HT. a r ARAC,E ,0'-O" FIN. FLR. IS' -S 3/4" BRC., HGT. X1V -5 3/4" BRC,. HC,T. UJ/ 8" HEEL (TYPJ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UJ/ 8" HEEL (TYPJ 1' 0" HARDIE PE 51DING (INSTALLED PER MANUFACTURER'6 5PEC5) Q I- -- — — — 12 12 10'-8 3/4" 2N1) F.F.r 4 -8 3/4" 2ND F.F. — — — — — — — — 9'-4" BRC. HCT. '3'-4" BRC. HGT. - �V-0" HDR. HC,T. 1'-2" `TEXTURED CEMENTIOUS COATING PER (ASTM OPEN o C126) (TYP) 0'-0" FIN. FLR. -_ 0'-O" FIN. FLR. �— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RI G HT E ILEVATl u SCALE: 1/4 = I'-0° ELEVATION "K.. A R C H IT E C T S Desn Grou lwlnc. L1441. RONALD ONALD REAGAN B L VD. NGWOOD, FL32750 PH: 407-774-6078 4FAX:407-774078 gw.abdesignroup.com A #:A0003325 r � SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT STATE OF FLORIDA SEP 18 2�8 DA": 9/17/18 SCALE: 1/4"=1'-0" SfiEET 2 OF 9 SQ.FT. CALC.'S 15T FLR LIVING 1,090 SQ. FT. 2ND FLR LIVING 1,331 SQ. FT. TOTAL LIVING 2,421 SQ. FT. ENTRY 35 5Q. FT. GARAGE: 459 50. FT, LANAI 1r&0 5Q. FT, TOTAL 3,015 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS ................................ BRG. MT 9'-4' BRG. LOAD BRG.WALL NON-BRG.WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL 4 SOUARE WK/DFL ZONE 150 MPH WIND l2-TYP DESOgATION �n 1 112 16'- o'HxD'-0 5 24.80/-30.16 6X6 P.T. P05T TO V-4' AFF. W/ OPT 9'-4' GLG. I I X BEAM TO MATCH l l 2 24 3080 DR. 4 30.08/-32.18 3 Il 25-6H 5 28.45/-31.46 4 33 (2)25-8H 5 21.13/-3480 5 49 6080 5GD 5 2631/-3330 6 Il 25-5H 4 28.45/-30.95 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VA5D=116 MPH B. INTERNAL PRE55URE COEFFICIENT=+ .IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRE55URE ARE 5A5ED ON THE Vult DESIGN WIND SPEED, FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY Oro TO MEET THE ALLOWABLE OR NOMINAL TE5TED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: 1. 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 I'-2" I ' \, DBL. TOP PLATE Q � m N 1x4 WOOD FRAMED e 16' O.O. A CABINET SECTION i 301-01 FIRST FL00R PLAN SCALE:: 1/4 = 1'-0' A R C H IT E C T S Desigrn Groulslnc. 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 #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#, : R2065.063/00001 PAGE: FLOOR PLAN ARCHrrECT- STATE OF FLORIDA SEP 18 2097/ DAf�TE: 9/17/18 sCALE: 1/4"=1'-0" SHEET 3 OF 9 6X6 P.T. POST TO T-8' AFF. l2-TYP -----------------� �n 6X6 P.T. P05T TO V-4' AFF. W/ OPT 9'-4' GLG. I I X BEAM TO MATCH l l (2-iYP i i COLUMN WIDTH LANAI I I 16'-O'xl0'-O' I i fi r-,- �, 11'-S" I I 14'-4" 4'-0" I i coND. II II I I I I II II I l (2) 25-61-1 6080 5GD c0 HB ■-�Tr-m-r■■ /:/rr /rr�TrTr�■ /■'' ------- N 1 - ui n 1 I cIR/r DINETTE I 12' -4'x10' -O' ■ I cv 19'-2" GREAT ROOM I i 16'-O'xl9'-4' _ _ N 9'-4' GLG. 1 1'-2 1/2"1 Ili �� Q � ■ r -0" 4'-2" 2'-10" 0'1-5 I/2" I 9'-4" o � 1 I r II O _ 42' KNEEWALL CIR i m ■ W/ WOOD ! KITCHEN CAP /3 - - - - / ■ UP DBL. �� 2-6 F i OPT 1 ■ 5TU \ = y - ------- i -REF. -- -----� 4x6 1 — — r lY. 4X4 L151 L__ -----J ■ S I POST E- POST I O N IR -ISH p 4-6H R/T 14 r �4 rog s 2'-0" � - 4'-0° 7' 5'-4" 10i" 13'-2" ■ � � �l 2 � d I - ■ @ PBL. e R/TIc 5TU y = �n STUDY _FOYER ■ - 12'-4'x10'-6' 9'-4' CLG. ■ - M.T. \ ■ MR. BL. W/N STUD -- ■ 8'-8'GLG. ryb -' -� 4'-2°PED. 3'-10" - STUD - OLLARD :�t ■ IIA 4X4 I P05T O p N I ENTRY ■, / - - - - - - -h ® 2 CAR GARAGE ■ N 20'-O'x2O'-2' 2'-0" �4 - ------ 8'-8' CLG. ---- LINE OF 2ND FLOOR ABOVE N ■ ■ HB ap I6'-0' X 1 '-0' OHGD O ■-■ ■ /. // 1'-4° 2'-S" 10'-0" 2'-8" 21'-4" 301-01 FIRST FL00R PLAN SCALE:: 1/4 = 1'-0' A R C H IT E C T S Desigrn Groulslnc. 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 #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#, : R2065.063/00001 PAGE: FLOOR PLAN ARCHrrECT- STATE OF FLORIDA SEP 18 2097/ DAf�TE: 9/17/18 sCALE: 1/4"=1'-0" SHEET 3 OF 9 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL 4 SQUARE WN./DR ZONE 150 MPH WIND 3'-a" FOOTAGE DESIGNATION 1 I 3�I'-0' 1'-101 I I I \ 3050-61-1 I 15 EGRESS 5 28.65/-31.85 2 15 3050-5H 5 28.65/-31.85 2A 12 3040 -FG 5 29.08/-38.10 �I a' -v CLG. ISI( ) 3050-61-1 —1 C0 II' -2'x10'-0' 215 15 EGRESS 5 28.65/-31.85 � t- o 3050-61-1 Y co 3 15 EGRESS 5 28.65/-31.85 4 15 4013 -FG 5 29.43/-39.40 \� \ ROWS - TEMP DROP CEILING TO\\\ Mq/X" 3050-6H 4'-2" 8'-8' 5 15 EGRESS 4 28.65/-31.14 \ 10" \\ 3050-61-1 SHOWN ON SHEET 6 6 15 EGRESS 4 28.65/-31.14 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD=116 MPH B. INTERNAL PRESSURE COEFFICIENT=+ .15 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY O.6 TO MEET THE ALLOWA51-E OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS T-0' FROM THE FIN15H FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TEF411TE TREATED SPRAY I IV -5 3/4" 2ND. — FLR. BRC. T. STAIR DATA: 17 RISERS ®7.57" 16 TREADS ®10" +1" NOSING 4'-4" 4'-4" 8' - 8'• 3050-5H O -_ 2 EGRESS O 10 10'-10" $'-�" 9'-4" Q'-0" 21'-4" 30'-0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — - LINE OF IST FLOOR BELOW m BEDROOM 4 10'-2'x14'-3' 5'-0' CLG. SECOND FLO R PLA SCALE: 1/4 = 1'-0' DBL. 6, STUD _ O STUD -' N STUD r A R C H I T E C T S ®esi�n GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 L-7 V 0 E CID A F HDV.& LOT: ENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA SEP 18148 Dp)r}sE; ��/17/18 SCALE: 1/4"=1'-0" SHEET 4 OF 9 LINE OF IST FLOOR BELOW I 1 3'-a" I� I 1 I 3�I'-0' 1'-101 I I I \ a"- \ I l e � r2'3L-IB Ijt`___3j \ 3'-/0" 10'-8 3/4" 2ND. m HANDRAIL \ FIN. FLR. �I a' -v CLG. ISI( ) —1 C0 II' -2'x10'-0' 3'-2" 2(d' -a" \\ 9'-4' BRG. HT. 2x8 LANDING � t- o b' -m' CLG. Y co \ LL— — — — \\ O� g 18' O.G. 3 3050 -SH EGRESS I \� \ ROWS - 0 DROP CEILING TO\\\ Mq/X" @ Q 4'-2" 8'-8' _ 3040 FG. (2) 2X8 HEADERS AS \ 10" \\ LLI SHOWN ON SHEET 6 14' SEAT \ MIN. \ \ m 4 42' HIGH WALL W/ WALL CAPO LOFT Nr=1 16 —IR 10'-2'x16'-1' m STUD I PWDR. W.I.C. \\ I DBL. ROOM OO B w \ \ 2x12 S.Y.P. TREAD /X \ \ X I I a' -m' cLG. I RE-INFORCING EA.— 2x4 m - 2x12 STRINGER �\ \ \ 60'X34 - (3) 2x12 SYP STRINGERS—" TRINGERS SECURED W/ 12d 6'-8' O.G. \ z ,�,� �— KIGKPLATE \ \ \ ® /\ \ 2x6 LANDING - BEDROOM 3 3/4' T4G SUS FLOOR) — — — — — — —�q I o - GLUED 4 NAILED 15' -6'x13' -m' m �� OWNER'S 2x6 w 24' O.C. MAX --I�-------� I 0'-0' FIN. FLR ; - - W -O' CLG. = —.= — — — — — — — — DBL. 2x4 P.T. PLATE SECURE W/ Imd CUT NAILS I6' O.C. MAX. 122X36 C iR/T OOSTAIR SECTION: 9'-4" BRIG. DTUD IATTIC I R/TI G v LAY � LAV l 1 SCALE: 3/a = F -0 - 4'-4" 4'-4" 8' - 8'• 3050-5H O -_ 2 EGRESS O 10 10'-10" $'-�" 9'-4" Q'-0" 21'-4" 30'-0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — - LINE OF IST FLOOR BELOW m BEDROOM 4 10'-2'x14'-3' 5'-0' CLG. SECOND FLO R PLA SCALE: 1/4 = 1'-0' DBL. 6, STUD _ O STUD -' N STUD r A R C H I T E C T S ®esi�n GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 L-7 V 0 E CID A F HDV.& LOT: ENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA SEP 18148 Dp)r}sE; ��/17/18 SCALE: 1/4"=1'-0" SHEET 4 OF 9 LINE OF IST FLOOR BELOW I 1 3'-a" I� I 1 I 3�I'-0' 1'-101 I I I i OPT. D. a"- N I l e � r2'3L-IB Ijt`___3j lo' -2" 3'-/0" -8" m BEDROOM 2 - �I a' -v CLG. ISI( ) —1 C0 II' -2'x10'-0' 3'-2" 2(d' -a" I I 6 2 o b' -m' CLG. 16 co I LL— — — — 8'-0' CLG. O� g 18' O.G. 3 3050 -SH EGRESS I ROWS - 401 F.G. STAGGERED 3'-8" 4'-2" t1P TEMP 3040 FG. 10" N N 14' SEAT WG ISH—, LOFT Nr=1 16 —IR 10'-2'x16'-1' m STUD I W.I.C. I <r I DBL. O B w STUD a' -m' cLG. I ------------ - LINE OF 16T 60'X34 2B ,�,� �— SHOWER PAN ® OWNER'S SUITE BEDROOM 3 o LAUN. 15' -6'x13' -m' m �� OWNER'S BATH W -O' CLG. = 8' -ID' GLG. DBL. 122X36 C iR/T � DTUD IATTIC I R/TI G v LAY � LAV nl OI SPAECE� I O 45H , �^ NI 177 ti ° TUB _I e I 4'-4" 4'-4" 8' - 8'• 3050-5H O -_ 2 EGRESS O 10 10'-10" $'-�" 9'-4" Q'-0" 21'-4" 30'-0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — - LINE OF IST FLOOR BELOW m BEDROOM 4 10'-2'x14'-3' 5'-0' CLG. SECOND FLO R PLA SCALE: 1/4 = 1'-0' DBL. 6, STUD _ O STUD -' N STUD r A R C H I T E C T S ®esi�n GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 L-7 V 0 E CID A F HDV.& LOT: ENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA SEP 18148 Dp)r}sE; ��/17/18 SCALE: 1/4"=1'-0" SHEET 4 OF 9 5'-4" 3'-a" I� I 2 -4 S 1'-101 i OPT. D. a"- N I l e r2'3L-IB Ijt`___3j W.I.C. (�} �� m BEDROOM 2 - �I a' -v CLG. ISI( ) —1 C0 II' -2'x10'-0' I BATH 1 o b' -m' CLG. 16 co LL— — — — 8'-0' CLG. g 18' O.G. 4 _o" 4'-2" 2'-0" 3'-a" 2'-8" 3' IR -ISH ROWS - STAGGERED 3'-8" 4'-2" 3040 FG. 10" 1 -2' 170.C. 112 LOFT 16 DBL 10'-2'x16'-1' STUD I I DBL. O STUD ------------ - LINE OF 16T FLOOR BELOW r ® BEDROOM 3 LAUN. I II' -8'x10'-0' r 8'-0' CLG. 8 = 8' -ID' GLG. 122X36 ' IATTIC I R/TI G v e I b in 4'-4" 4'-4" 8' - 8'• 3050-5H O -_ 2 EGRESS O 10 10'-10" $'-�" 9'-4" Q'-0" 21'-4" 30'-0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — - LINE OF IST FLOOR BELOW m BEDROOM 4 10'-2'x14'-3' 5'-0' CLG. SECOND FLO R PLA SCALE: 1/4 = 1'-0' DBL. 6, STUD _ O STUD -' N STUD r A R C H I T E C T S ®esi�n GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 L-7 V 0 E CID A F HDV.& LOT: ENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA SEP 18148 Dp)r}sE; ��/17/18 SCALE: 1/4"=1'-0" SHEET 4 OF 9 n i OPT. D. N r2'3L-IB Ijt`___3j - 2x8 DBL STUD W/IIDdX3' I 16 co COMMON NAILS A m g 18' O.G. 4 _o" 4'-2" 2'-0" 3'-a" 2'-8" 3' ROWS - STAGGERED 3040 FG. 170.C. 112 LOFT DBL 10'-2'x16'-1' STUD I I DBL. STUD ------------ - LINE OF 16T FLOOR BELOW r 4'-4" 4'-4" 8' - 8'• 3050-5H O -_ 2 EGRESS O 10 10'-10" $'-�" 9'-4" Q'-0" 21'-4" 30'-0" --— — — — — — — — — — — — — — — — — — — — — — — — — — — - LINE OF IST FLOOR BELOW m BEDROOM 4 10'-2'x14'-3' 5'-0' CLG. SECOND FLO R PLA SCALE: 1/4 = 1'-0' DBL. 6, STUD _ O STUD -' N STUD r A R C H I T E C T S ®esi�n GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 L-7 V 0 E CID A F HDV.& LOT: ENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA SEP 18148 Dp)r}sE; ��/17/18 SCALE: 1/4"=1'-0" SHEET 4 OF 9 SECURE STRAP A/C UNIT 51MP50N W5 ROLL TO CONC. W/ (2) 24'x24'xl2' 5TR4P OR EQUAL 3/16'4' TAPCONS 3 1/2' THICK CONC. SLA5 SECURE STRAP 5 5" TO UNIT W/ (2) "Sxl 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 30'-0° FOUNDATION PLAN_ SCALE: 1/4 = 1'-0" NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C T S Design Grow lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 4: 0003325 14'-O` 16' - 0 " 24'x24'xl2' CONC. FTG. 5 5" W/ (3) 05 REBARS EA 0" 10'-6" 15'-2" WAY ON CHAIRS MIN.: COVER (2-TYP) 5A C I 3 1/2' CONC. 4' THICK CONC. cn m' sLaB S I CSLAE3 I a ' EXTEND ENP OF 5A -i I 5A i^ PVC CHASE 12' 11111111111 CONE)\� I ABY. CONC. PAP ��mamommm.ar, 3 1/2" ■ \ ■■ IN IN ■ NMI ■ ■ <r _ Q NS ■ \\ I I \\ 2 Il \ \ 5A 5A I I \\ 19'-10" 6'-2" 11 \�\ I / 2 ■ r2-) m 5A \\ 4' PVC CHASE- 5A n \ \� STEM UP TO \ 2ND FLR A/C \\\ OLO'-O' FIN. ELEV. FIN. GONG. 5LA5 I \\ i is ua ■ � \\\ 31/2'CONC.,REINFORCED aJ1Z _�I�r� LU 2 \\ W/ 6'x6' -W1.4 x W1.4 5A \\ ON 6 -MIL POLY q \\ ETHYLENE VAPOR i I' PVC CHASE @ ,i I FOR ELEC. IN 24'x24'xl2' CONC. FTG. \\ BARRIER ON ISLAND ® $5 ELL-COMPACTED W/ (3) REBARS EA.CLEAN FILLD ICE MAKER ii - ® WAY ON CHAIRS MIN. 3' COVER II ROUGH -IN 5' 10° NV\ 2D 4'-4° 5'"4-a3-10ii i REF.i — 4 tt1 = ■ -- —� ■ � IN I I 9A 5A T I 5A �A I^ 9A uL J 2 I INII I 5A S i 2'-6I" 10"AIN 6'-10° 2'-a" r 4'-10° II' a" 21— EXTEND 4 I O7G 1 I I SLAB I I/2' ■ — — 4 ■ 2D 5A ■ -� 15 I/2' 5A I rJ W/H L 24'x24'xl2' CO C. FTG W/ (3) "5 REBARS EA I ■ ( I "' 5 m WAY ON CHAIRS MIN 3' COVE Ep I IC ■ SI 5A I 5A B EXTEND r �. ■ 2 0 — SLAB 1 1/2' BOLLA fL w� 1/2' S (L� ®I■ A" ■ C. C ■ m SLAB 3 1/2' GONG, REINFORCED a I W/ 6'x6'-WI.4 x WIA 24'x24'x12' CONC. FTG, ON 6 -MIL POLY W/ (3) 05 RE5AR5 EA 5A I ETHYLENE VAPOR 6A WAY ON CHAIRS MIN. 3' COVER (2-TYP) 6A BARRIER ON 5A WELL -COMPACTED 5A CLEAN FILL IN (BORA-CARE SYSTEM) IN ■ z 6 I HB 0 5A of 0 -7 I/2' 5A 5A0 `r � N ■ ■■ ■■ ■ �'-a" 21'-4" 30'-0" FOUNDATION PLAN_ SCALE: 1/4 = 1'-0" NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C T S Design Grow lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 4: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063 00001 PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA SEP 18 2010,0 DA#: 9-/_1'7 /18 s ALE: 1/4"=1'-0" SHEET 5 Og 11111111111 ��mamommm.ar, STJBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063 00001 PAGE: FOUNDATION PLAN ARCHITECT STATE OF FLORIDA SEP 18 2010,0 DA#: 9-/_1'7 /18 s ALE: 1/4"=1'-0" SHEET 5 Og A R C H I T E C T S rDesign 1 DU plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 TEXTURED CE PER (ASTM GMETN926) C77P� TIOUS COATING (1) 5 REBAR VERTICALLY W/ CCNC. POURED CELL TEXTURED CEMENTIOU6 COATING PER (ASTM G926) (TYPJ !V 5 REBAR VERTICALLY W/ !D 5 REBAR VERTICALLY W/ CGNC. - POURED CELL R-13 INSULATION MIN. STUDS I6'O.G. MAX - _ R-4.1 INSUL. MIN. TEXTURED(AST C 52rW (TY COATNG (U 5 REBAR VERTICALLY W/ CONIC. = = PER (ASTM C926) (TYP> -F'OUREp CELL = - (1) 5 REBAR VERTICALLY R-13 INSULATION MIN. 8ND5 Ib'O.G. MAX CONIC. F'OUR£D CELL R-4.1 INSULATION TEXNRED GEMENTIOUS COATINGR-4.1 _ I/2'GYP. WL. z - - 6' ChRJ = = - W/ CONC. POURED CELL 1/2' GYP. WL. BD. E PER (ASTM Cffib) (TYPJR-4.1 INBUL. MIN. TEXTURED CPMENTIOUB COATING PER (ASTM C926) C1YP.J i 0. BD. WOOF BASE SECURE STUDS TO BTM. PLATE W/ s 32' O.C. MAX QSECURE ell R-4.1 INBUL. MIN. Q _ WOGYP. W E BD. TEXTURED CEMENTIOU5 COATING ,., _ WOOD BASE - _ F'ER (ASTM G926) CTYPJ - e' CMU --0 INSUL. MIN. z = _ TEXTURED CEMENTIOUS COATING PER (ASTM G926) (T7PJ a Q - - 6' CMU UbOD BASE 6ECURE bNDB TO BTM. PLATE W/ SIMPSON SP -4 • 32'O.C. MAXIh1S'CMU 0. 7 -T- B' CMU 1/2' GYP. WL. BD. - - '- WOOD BASE 5T. PLATE TO BLK W/ }'x9' ECUREP1 T. PL - - z0 SECURE BT. PLATE t0 BLK W/ }'x9' w 1/2• GYP. WL. BD. ANCHOR BOLT W/ 2' WASHER SET IN w _w IRGYP. UL. BD. c. _ 1/2' GYP. LLL. 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W/ (3.Y/'XS' ANCHOR BOLTS - C3A'Xb' J -BOLTS MIN. 6' EMBEDMENT W/ 2'X2'XI/b' WASHER AND NUT SPACED EVENLY FROM - ° z K FI5ERMESH ON 6 -MIL �> POLY ETHYLENE VAPOR 6'x6' WIAxWI.4 WI.F OR E j FIBERMESN ON 6 -MIL FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. !SLEEVED ANCHOR IN 3 I/2' CONIC, REINF. W/ 6'x6• BARRIER ON 4' 8' 4' in O POLY ETHYLENE VAPOR U BARRIER ON SOLID POUR ACCEPTABLE RETROFIT) a WI.4xW.4 WLF OR FIBER -MSH ON °°P 0'-0' FIN. FLR : q WELL -COMPACTED CLEAN TERMITE MATED FILL 4' I'-0' 4' WELL -COMPACTED CLEAN BAWERLON WELL VAPOR (2) 5 MBAR ON CHAIRS 1'-S' TERMITE TREATED FILL CLENd TERMITE TREATED FILL (3) 5 MBAR ON CHAIRS GROUTED BOND BEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT./INT, FRAME WALL TO TYP. RETROFIT FOR VARIES PER ELEV. TIE VERTICAL REBAR 9 AT L.B. W. (W/ NO -UPLIFT) _ 9 B AT L.B. W. 12 BLOCK WALL CONNECTION OMITTED DOWELS A BC 4LE: Imo• -V -m: Z To HORIZATIONALRBAR RE5AR W/ 10• (HOK z SCALE: V2'•I'-O' SCALE: V2'•1'•0' SCALE: 1!2'.1'-0' OU b' PVC CHASE THRI FOOTING GROUTED BOND BEAM REBAR W/ 1 HOOK 1 -STORY VARIES PER ELEV. '- VARIES PER. ELEV. 8' VARIES S' _ CAULK ANDS C2) 5 MBAR ON CHAIRS 2 -STORY z , .p ^. 3' 3' (3) 5 MBAR ON CHAIRS GROUTED BOND BEAM a°. (2) 5 REBAR � I -STORY (3) 5 REBAR s 2 -STORY \//��/\�/\` . °• -r m .. U.' /\��/��/\\/ - GAS LINE OUTSIDE REBAR TO BE CONTMU0118 0) 5 RE5AR VERTICALLY W/ CONC. ° I}'PVC SLEEVE FOR GAS LINE POURED A IjN&IL. MIN. ('- /`\��\\�/\\. \//•` / ��//i//�/ . /\ /\/\//\/ W 0 - - S, c a, cm - 1/2' GYP. WL. BD. CI)J-CONT. z WOOD BABE a° I/2' DRYWALL 2'-I' MIN. LAP F Q w _ 3 V2' CCNC, REM. W/ 6'x6' OR - p_ t SHOWER RECESS FOOTER ! "I 1 1 1 WOOD BABE REBAR LAP AT FOOTING �' 6 -MIL POLY HYLENE VAFIBEF"EPOR = BARRIER ON WELL -COMPACTED CLEANOUT REQUIRED 0. d a' CLEANOUT REQUIRED a 1 SCALE; 1'.I'.O' B p 0 CLEAN TERMITE TREATED FILL g FOR INSPECTION FOR INSPECTION - _ SCALE: 1/2'•1'-0' a oA A a d . - 1.SG3D.. TRRACCESS FOR z E - FINISH FLOOR �p 6• PVC CHASE THRI FOOTING _ 0'-0' FIN. FLR 0'-0' FIN. FLR ° TIE VERTICAL REBAR TIE VERTICAL RE5AR (1) 5 VERT. DOWEL . '. ..° _ TO HORIZATIONAL 'a.:" W5AR W/ 10' HOOK .< .. TO HORIZATIONAL REBAR W/ 10' HOOK ° LAPPED W/ BOND BEAM l w > _ <° !V 5 i E5AR AT COR NERSF W/ 25• LAP MIN. > I -STORY p 4• S' 4• (2) 5 REBAR ON CHAIRS '� U / _ " (3) 5 REBAR ON CHAIRS a a O mu O mu HORIZONTAL/ VERTICAL HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP 1 -STORY FOOTING W/ BLOCK WALL INFORCING T_�r'.1- BEARING CHANGE 11SCALE: 1'•I'-0' SCALE: I•I-0C AT LINTEL CORNERS D SCALE: la•. P'-0' SCALE: A R C H I T E C T S rDesign 1 DU plinc. 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 #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: FOUNDATI;,O_ N DETAILS ARCHITECT: STATE OF FLORIDA SEP 1 8 20' 9/17/18 O V co0 O SUHDIV. & LOT - KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: FOUNDATI;,O_ N DETAILS ARCHITECT: STATE OF FLORIDA SEP 1 8 20' 9/17/18 A R C H IT E C T S m esignup-�n�. REAGAN BLVD., FL 3275074-6078774-4078gn gro u p.co m003325 0 V W E 0 C cu SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSI0N#01) PROJECT#: R2065.063/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA SEP 18 M3 D, TE: 9/17/18 SALE:1/4"=l'-O"_ SHEET OF 9 L-4 (2) 25 -SH GREAT ROOM 9'-4' CLG. II II II II FOYER PWDR. 8'-8' CLG. O1 ENTRY O L -2S 1 9N L -2A DINETTE 9'-4' CLG. 2 CAR GARAGE 9'-4' CLG. STUDY 9'-4' GLG, 0 I I I I I I I I I I I I I 1 V-4' GLG-- - - - - - - - - - - - - - - - - V-8' CLG. L -I 16'-01 X 1'-01 OHGD LINTEL PLAN SCALE: 1/4 = I'-0' GENERA! NOTES: I. CODES DP T AI '&T" F ITIGN (20117 SECTIONS 402.2 4 R' O-1 , U. P-GRIDA 5UI! 'DING GOD: RE5'-_ H _D _ R 12. FLORIDA 5UI! DIN✓_: CGDE RESIDENTIAL, 0TH EDITION (20117, SECTIONS 1991.2 d 21 01. 1.3. BUILDING CODE REO!JIREMENTS FOR REINFORCED CONCRETE (AGI 3!S -PCB). 1.4. AMERICAN SOCIETY OF GIYIL ENGINEEr5 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5 (ASGE 1-10). 2. CONCRETE- 2.1.GGNCRETE GOMFREES [VS 5TRENGTH AT 28 DAY5: 2.1.1. -CAST 'J/STANDARD REINFORCEMENT -4000 F51 2.1.2. FF: -CAST ULFRESTRES5 RE INFGRCEMIENT-&000 F51 2.1.3. GROUT FER ASTN 1-416, - 3000 F51 V MAX 378' AC .RELATE, 3' TO W SL'JNF. REINFORCING BAR5: 2.1, 5TEE! PLACED W FREGA5T LINTEL AT TIME OF FABRICATION A5TM Aa:5 (GRADE 00) 122. STEEL IN LINTEL AND;/TJOC<OUT 5L OGK (FL AGED IN FIELD) A5TM A&i5 (GRADE 407. 23. FR STRESSED STRANDS A5TN A4!6 1 -WIRE, STRESS RE! IEVED 210 K51 2.41 DETAIL RENFGRGEMENT IN ACCORDANCE WITH AGI 315. GONSTINOPERATIONS SHALL COMPLY WITH AGI STANDARD5. 3��G G MASONRY: 3.1. DESIGN AND C01,15TRUCTION SHALL GONFGRJ'I TO THE SPECIFICATION OF THF NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. 3,2. MINIMUM MA50NRY UNIT 5TRENC--TH: FM 1500 F51. 3.3. MORTAR SHALL 5E TYPE 5. X4STRSAFE L L: .1. LOAD `/ALDES ^'v BIASED ON LINTELS HA`/INC- A SEARING GF 3' (WITH A MINIMUM AU_EFTASLE SEARING OF 4' FER FLORIDA 311ILDI1G CODE RESIDENTIAL,'0TH EDITION (2011), SECTION Rb05.13 GR FLORIDA B'JI! DING CODERESIDENTIAL, 5TH EDITION (2014), 5EGTION 21-14.1.5 EXTERIOR MASONRY WALL 5R3. HEIGHTS ................... ......... .'... 8'-8' BRCS. 9'-4' BRCS. LOAD BRC. WALL NON -BRCS. WALL TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) S" x W LINTELS LC-fi5 L-1 .,r -=!.'"TERM L:AJi _ 9' DOCK a' DOCK Total T B'x9' Y& Total _15. Typ. r-�cR L Tgh �A P kW 5C! �.D -P "IN 'YJLD Bta 3:63 3'-a' Fr"'. IP.2 1911 3' W ' ea>t USD 2312 i'-0'FI 550 '611 4'-0• Pr.cest 344 1614 4�-2' - 961 k11 4'-6' Pracaet-aet SII 638 11E6 + Pre-aot -fi UF& 4-3' Fr- 1 5F6 F63 4'3' Fera t 63i 11.65 o -4-^t ,' 666 1355 5"D' Fe:aet 6;0 Inl 5-10' "m" 543 105 6'-B' Feast 514 564 6'-4' F -It 634 1:64 1'-B' FdLst 4I1 '3l 6'-6' -^a>l 6Q Q63 B' -B' ! ^:' 66. 6'-B' -.teat 510 1111 9'-B' - cast 196 535 ' ecest 446 ?33 1.3' Fez>t 325 393 B'-0'391 3:4 3-4 t 354 X5 211 503 I'3 433 629 12'-0' -.test :65 549 11 6• -e-t 143 5.4 13'-:' r _e:t I'6 15-8' FeeU.aeed NA 341 F.e'vsp:ed .'ti apt 213 10'0' F_ 4.se:d N.l 53 N.x . Nn .�ecaw,mdA 13 fi 951(1) #5 PRECAST e(1e0 �e9 N � W � T3 T3 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16 -P -#U #L] No. OF ADDITIONAL 45 BARS IN UPPER OR LOWER LINTEL CAVITY (1) #5 CONTINUOUS i tn� 1� 33. ({ 8'X16" KNOCKOUT BLOCK - A �< - 3000 PSI GROUT (PLACED IN FIELD) Aso Aw -- TOP BARS: r SEE SCHEDULE _ InIW- () 1 #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0^ cc (TIED OR WELDED) a)•"3 BOTTOM BARS p� SEE SCHEDULE (PRESTRESSED) (2) STRANOS 7116- 121. 7 WIRE STRESS RELIEVED Mwf nN_ 270Mi PRESTRESSED CABLE l ' 8/16-S-(1) 151(1) #5 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS !NTE!! C=AR I LIN- TTF_ !INTE! -i-_L -.1 LEDG,�:IITY Ol:NTY _FT 'F! SFr LEKam SPAY RAVITY CAP'CITY C ITY CAPACIIY CAF Cl BOiiCM �' TOP BAR C.FACRT (IH! (Oh fIHL d1 U IhL (Ih flJ5! U3 J T RBCC ENCCi D TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8"X 20" COMPOSITE LINTELS '_.N1EL 11 AR LINIEL IYFE U171! 5TEEL GFAWTT GRAVITY IPLFi 'Ja IFT '_3'+111 SPAN 3C{(CN TpF CAFACIIT CAPACITY CAPACITY CAPkCITT _..2 _..e fDh! (IHJ (Ih!flh'J (Ih'_flhJ (V5! 11HJ iASLE No.2 REINFORCING SCHEDULE & LCAO CAPACITIES AFE WORKING LOADS (PL 9'%13' COMPOSITE L N-5 I NTE! C! EA,R L N ! TTF= L. 5TEE! G.Z:`Att G.Z:`ATT 'x'! Fi CAPACITY LDGTH N C^ ACITY 'I Y C° ' ITY CA2� ITT (Ih! (IH_J (IhL (IHU (IHL (IHJ TABLE No.5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'X 28" COMPOSITE LINTELS LINTEL C'_AR !INTE! iTFE ! NiE! 5 .E! 1-2".'/ITT GRA'ATY 'PL"'iF!IFi !EWP.i 5FAN g1 CA:-ACITY T CAPACITY CAPACITY 3CTi51:R TCF SAR (0hL(IHJ (IhLfIHJ (hLflfiJ fV5! (1HJ TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) W X 24' COMPOSITE LINTELS L:NTl C! EAR L,111 TYF: LINTEL ITzEL TY GFS lItt UFtiFT 'vFLGT LE�W'P,J SPAN CAFACIIT CAPACITY CAPACITY CAPACITY 50ii0N BAR IGF 5AR (0h! (IHJ ( IL (Ihj fIHL (IHJ (IhL f2h'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8-X6" LINTELS LNTEL C! EAR LINTEL TYPE ! .11 ST -cc FLAN G.RA'ATY GRAVITY UPLIFT UN.k7 ! EUGi{: SHAY GRAVITY CAPACITY CAPACITY CAP.' -CITY CAPACITY yOTTq BAR TCP B:"R CAPACITY [O5L (IFiB (IfiL (15J (Ih! (IHJ 115E (2HJ TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X ;RECESS DOOR HEADER LWT_! C_E.'-.2 LITE! iYP'c L1111 3tEEL'-`FILLED G,Z:NiT GZ:vITY a5 A4 30D(A4 �.:R IGF.AR GRAATY CAPACITY CAPACITY CAPACITY CAPACITY CAFACIIT (15_fo,5U (IhL IIhU (IHL(Ih'J (IhL(1HJ 3 6' 313, 313. LOTT S CONCRETE P,O, BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LINTEL NO. LENGTH TYPE 9'-4' 5F,G. HT. COMMENTS L -I 17'-4' 8/28-S-(1JU/CI>L PRESTRESSED L-2 4'-8' 8/14-5-(W/(0,L IRECE55ED L -2A 'B'-4' 8/16-5-(IA191)L ( 12 (1) 1 (1)12 ( L-25 4'-0' 8/20-5-(IX.I/(0)L DD30 10001 L-3 4'-6" 8/16-S-(IDU/CODE (1112 (11)12 (1112 (2)12 L-4 �'-8' 8/16-5-1111/CIJL !wco Ip`Dp3 L-5 �'-6' 8/16-5-11x.1/CUL 1 1211 (2) 12 L-6 4'-6' 8/16-S-(ix,l1101E '3239 13 fi 951(1) #5 PRECAST e(1e0 �e9 N � W � T3 T3 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16 -P -#U #L] No. OF ADDITIONAL 45 BARS IN UPPER OR LOWER LINTEL CAVITY (1) #5 CONTINUOUS i tn� 1� 33. ({ 8'X16" KNOCKOUT BLOCK - A �< - 3000 PSI GROUT (PLACED IN FIELD) Aso Aw -- TOP BARS: r SEE SCHEDULE _ InIW- () 1 #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0^ cc (TIED OR WELDED) a)•"3 BOTTOM BARS p� SEE SCHEDULE (PRESTRESSED) (2) STRANOS 7116- 121. 7 WIRE STRESS RELIEVED Mwf nN_ 270Mi PRESTRESSED CABLE l ' 8/16-S-(1) 151(1) #5 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS !NTE!! C=AR I LIN- TTF_ !INTE! -i-_L -.1 LEDG,�:IITY Ol:NTY _FT 'F! SFr LEKam SPAY RAVITY CAP'CITY C ITY CAPACIIY CAF Cl BOiiCM �' TOP BAR C.FACRT (IH! (Oh fIHL d1 U IhL (Ih flJ5! U3 J T RBCC ENCCi D TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8"X 20" COMPOSITE LINTELS '_.N1EL 11 AR LINIEL IYFE U171! 5TEEL GFAWTT GRAVITY IPLFi 'Ja IFT '_3'+111 SPAN 3C{(CN TpF CAFACIIT CAPACITY CAPACITY CAPkCITT _..2 _..e fDh! (IHJ (Ih!flh'J (Ih'_flhJ (V5! 11HJ iASLE No.2 REINFORCING SCHEDULE & LCAO CAPACITIES AFE WORKING LOADS (PL 9'%13' COMPOSITE L N-5 I NTE! C! EA,R L N ! TTF= L. 5TEE! G.Z:`Att G.Z:`ATT 'x'! Fi CAPACITY LDGTH N C^ ACITY 'I Y C° ' ITY CA2� ITT (Ih! (IH_J (IhL (IHU (IHL (IHJ TABLE No.5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'X 28" COMPOSITE LINTELS LINTEL C'_AR !INTE! iTFE ! NiE! 5 .E! 1-2".'/ITT GRA'ATY 'PL"'iF!IFi !EWP.i 5FAN g1 CA:-ACITY T CAPACITY CAPACITY 3CTi51:R TCF SAR (0hL(IHJ (IhLfIHJ (hLflfiJ fV5! (1HJ TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) W X 24' COMPOSITE LINTELS L:NTl C! EAR L,111 TYF: LINTEL ITzEL TY GFS lItt UFtiFT 'vFLGT LE�W'P,J SPAN CAFACIIT CAPACITY CAPACITY CAPACITY 50ii0N BAR IGF 5AR (0h! (IHJ ( IL (Ihj fIHL (IHJ (IhL f2h'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8-X6" LINTELS LNTEL C! EAR LINTEL TYPE ! .11 ST -cc FLAN G.RA'ATY GRAVITY UPLIFT UN.k7 ! EUGi{: SHAY GRAVITY CAPACITY CAPACITY CAP.' -CITY CAPACITY yOTTq BAR TCP B:"R CAPACITY [O5L (IFiB (IfiL (15J (Ih! (IHJ 115E (2HJ TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X ;RECESS DOOR HEADER LWT_! C_E.'-.2 LITE! iYP'c L1111 3tEEL'-`FILLED G,Z:NiT GZ:vITY a5 A4 30D(A4 �.:R IGF.AR GRAATY CAPACITY CAPACITY CAPACITY CAPACITY CAFACIIT (15_fo,5U (IhL IIhU (IHL(Ih'J (IhL(1HJ 3 6' 313, 313. (1) #5 CONTINUOUS 3!3 8"X16'KNOCKOUT BLOCK --`" 3000 PSI GROUT LINTEL LaYP,i (PLACED IN HELD) !INTE! TYPES TOP BARS: •2:' iY .•, JI CAPACITY U SEE SCHEDULE - I.% ori CAP11TT 01_ll4l UP! C -TACHY 1Ih_ (3HJ (1)#5 CONTINUOUS F_CA51 FZCASi ( 12 (1) 1 (1)12 ( 7/32" STIRRUPS AT 4'-0" cc DODD '.9999 .)Il' (TIEDORWELDED) I DD30 10001 BAR t 0' 3-3 - SEESCHEDULE(PRECAST) SEE SCHEDULEPRECAST l ) 13 fi 951(1) #5 PRECAST e(1e0 �e9 N � W � T3 T3 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16 -P -#U #L] No. OF ADDITIONAL 45 BARS IN UPPER OR LOWER LINTEL CAVITY (1) #5 CONTINUOUS i tn� 1� 33. ({ 8'X16" KNOCKOUT BLOCK - A �< - 3000 PSI GROUT (PLACED IN FIELD) Aso Aw -- TOP BARS: r SEE SCHEDULE _ InIW- () 1 #5 CONTINUOUS 7/32" STIRRUPS AT 4'-0^ cc (TIED OR WELDED) a)•"3 BOTTOM BARS p� SEE SCHEDULE (PRESTRESSED) (2) STRANOS 7116- 121. 7 WIRE STRESS RELIEVED Mwf nN_ 270Mi PRESTRESSED CABLE l ' 8/16-S-(1) 151(1) #5 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS !NTE!! C=AR I LIN- TTF_ !INTE! -i-_L -.1 LEDG,�:IITY Ol:NTY _FT 'F! SFr LEKam SPAY RAVITY CAP'CITY C ITY CAPACIIY CAF Cl BOiiCM �' TOP BAR C.FACRT (IH! (Oh fIHL d1 U IhL (Ih flJ5! U3 J T RBCC ENCCi D TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8"X 20" COMPOSITE LINTELS '_.N1EL 11 AR LINIEL IYFE U171! 5TEEL GFAWTT GRAVITY IPLFi 'Ja IFT '_3'+111 SPAN 3C{(CN TpF CAFACIIT CAPACITY CAPACITY CAPkCITT _..2 _..e fDh! (IHJ (Ih!flh'J (Ih'_flhJ (V5! 11HJ iASLE No.2 REINFORCING SCHEDULE & LCAO CAPACITIES AFE WORKING LOADS (PL 9'%13' COMPOSITE L N-5 I NTE! C! EA,R L N ! TTF= L. 5TEE! G.Z:`Att G.Z:`ATT 'x'! Fi CAPACITY LDGTH N C^ ACITY 'I Y C° ' ITY CA2� ITT (Ih! (IH_J (IhL (IHU (IHL (IHJ TABLE No.5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'X 28" COMPOSITE LINTELS LINTEL C'_AR !INTE! iTFE ! NiE! 5 .E! 1-2".'/ITT GRA'ATY 'PL"'iF!IFi !EWP.i 5FAN g1 CA:-ACITY T CAPACITY CAPACITY 3CTi51:R TCF SAR (0hL(IHJ (IhLfIHJ (hLflfiJ fV5! (1HJ TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) W X 24' COMPOSITE LINTELS L:NTl C! EAR L,111 TYF: LINTEL ITzEL TY GFS lItt UFtiFT 'vFLGT LE�W'P,J SPAN CAFACIIT CAPACITY CAPACITY CAPACITY 50ii0N BAR IGF 5AR (0h! (IHJ ( IL (Ihj fIHL (IHJ (IhL f2h'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8-X6" LINTELS LNTEL C! EAR LINTEL TYPE ! .11 ST -cc FLAN G.RA'ATY GRAVITY UPLIFT UN.k7 ! EUGi{: SHAY GRAVITY CAPACITY CAPACITY CAP.' -CITY CAPACITY yOTTq BAR TCP B:"R CAPACITY [O5L (IFiB (IfiL (15J (Ih! (IHJ 115E (2HJ TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X ;RECESS DOOR HEADER LWT_! C_E.'-.2 LITE! iYP'c L1111 3tEEL'-`FILLED G,Z:NiT GZ:vITY a5 A4 30D(A4 �.:R IGF.AR GRAATY CAPACITY CAPACITY CAPACITY CAPACITY CAFACIIT (15_fo,5U (IhL IIhU (IHL(Ih'J (IhL(1HJ 3 6' 313, 313. TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14' RECESS DOOR HEADER !NTE! EAS C' LLINTEL TTFE LINTEL 5TEEL ..2:'ATY GZ:NTY I:PLFi -P-FT �RI 5FAV C ACIiY CAPACITY CAFACITY CAPACITY E/JRC410AR TCP BAR (DfJ_(IHJ fIH! (IH'J (IF._0HJ (IhL 12HJ PRESTRESSED 8/20-S-(1) #51(1) #5 8124-S-(1) #5/(1) #5 8116-S-(1) #51(1) #5 8/14-S-(1) #51(1) #5 3 y' 8 8132-5-(1) #5/(1) #5 /28-S-(1) #51(1) #5 A R C H I T E C T S Design GYOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 TABLE No.5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32' COMPOSITE LINTELS LINTEL LaYP,i C_ AR SEMI !INTE! TYPES LINTS! 3-L 1:DTTQI SAR •2:' iY .•, JI CAPACITY U - C-.c1`f CAFACIIT "ll IIHJ - I.% ori CAP11TT 01_ll4l UP! C -TACHY 1Ih_ (3HJ F_CA51 FZCASi ( 12 (1) 1 (1)12 ( DD.4'D 'L^pD0 DODD '.9999 iD03D ID0D0 DD30 10001 3 D {-b' t 0' 3-3 F'�-CAST riY-CA$T (1112 (11)12 (1112 (2)12 ?213 6°.49 ^00 .D11115 Z'DD '.0100 11090 !wco Ip`Dp3 ."-D' 3'-4. PRE- 1 1211 (2) 12 1 64 1C.Y_^p 19919 '3239 5-•, -0' r-ic BT 1 (2)0 (2)12 1 CC- -0 ? _13 'D 020 6'-4' S'-6' -0' F --CAST FTeCASi (1)9 (3)12 (1)•{ 11112 1 6553 '3?2D !_0 'DDIDO 652, !0900 6'-6' -2' Fi¢CASi (11 •< (2) !0039 IpDpO 6151 '9000 6'-0' Ii -3' FT'NT (2)'S (1112 `3339 '3110 5611 'PD00 T-6• 6'-1' V-44- _CAH FR�CA4T (21.3 (3)12 (2)'4 (2)12 6591 9111 !9930 13293 05 4243 63',6 R:91 12)'3 (2)12 Cb 1DDP3 -- 11111 -4' 1'-0' FTL-CA5i (1)'S (112 6193 12999 3516 '360 3'-3' T 9'-p' I FR_=CA51 (11.3 (11)12 5i?3 6933 111111 5501 3336 1- 2994 4240 11'-4' 'ID' -D' FRECAii (2) 5 1119 4131 4321 1163 36,1 1'-3' 2'-6' `0'-3' 11-2• Fi_CA5i FECAT I (2)5 12) I 12)5 (1119 1 3119 I 3412 1 3113 3:,2 ::43 I44 31'0 .333 V-4' 9'-0' F--CA5i (2)5 (}10 23°.3 19'3 RIB ib :4LD' ::'-0' Q'-9' 13-4' ROAST F25r-v-5vEJ 1215 (110 (2)'4 (2)'3 1131 3231 1`31 3231 IPPA 1{3 1169 14. 15'-3' :4'0' FST,E-55E0 (t)k (11)12 29{5 2345 baa Il' 4' K' -D• FFE 1-551 1 12)l (1)12 1300 1390 532 1155 2'3' FRE5_55ED (2)5 (210 183 313 1 42L FFE_ SED (1)5 (210 1b33 :baa 331 133 F.¢51-iL-S-vE'J (1)5 (11)9 ISl3 :413 318 c'J 22'-0' 2D'-3' Fit-STic55ED 1115 (715 3E0 IZIC 311 643 2.4'-0' 12'-3. FRE51icE55E0 IV 5 (1) 5 INl 1!31 tl: 53i TABLE N..8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WO RILING LOADS (PLF) 8" X 14" COMPOSITE UNTELS INTEL EKaiH .EAR SPAN !"TI' ! TTFE L'tTFE� I PA1Tgt BAR iGP EAR GRA'ATT CAPACITY (D5L (IHJ GRAAIY CAPACITY 11HL 11-1115E UPLFT CAFACITY (IHJ UF!'FT CAPACITY (IhL (IHJ 1!0' 3'-6' I -o' 2'-3' FicECASi PRECASt (t R (2112 111)12 31'6 601: 1IX?Z"DD23D0U^p '?ldDO '2393 '+^939 4'- 1'-5' FRECA (1)12 (2112 0651 '0333 1340 19393 3'-W 6' 3'4' FREC.tiT (11)2 (3)12 3::1 ?011 56'2 021d 5'-3' C'-0' - PRECAST (1110 (3)12 (1)0 (11121 3519 {III 6131 3411 5i5D 3'69 13'6 483D 6'-1' 4'-6' S0' Ffi T PRCASi 1 12) 5 (2112 (3)k (21.1 3335 3036 5564 3138 3Dbi 2539 3165 3119 5'-2' F.--,C.T 11)': ( iB3i 1331 1393 1- 6•-9•F-4; l-6• W-2' F.-'51'(1)•: FRECASt (11) 12 '4 (1)IV 1133 2!93 2139 ?133 1253 Ilt? 2- 1509 I-V 6' 3' FFE A0(11)'3 FRWAST Q)'S n 2''. Ic51 1:99 H51 ',645 IC:4 3219 2�d a'-4' 9'-{' 1'-D' d'-0' FECAST FcCASi I1 (t)V': 1 12112 'dt5 1511 i 6. 311 563 '355 ?I9 'w91 10'6' S'-1' F<CA3T (1)Y (2112 1265 '16i 391 015 'D-0' r CASs (2)5 1!33 138 6-3 rel Q' -0T -B ' '0-d' FSZE-CA5T 1 1115 11)5 'C':1 !¢31 = '931 R'-6' 4' 11'-1' '2'-0' FFECASi PRECAST1 I 13)5 1 f? 11) 5 1 !1J 990 933 54i 1035 .4'-0' !'"-3' RCASi (t) 5 f1J 0 1242 012 353 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14' RECESS DOOR HEADER !NTE! EAS C' LLINTEL TTFE LINTEL 5TEEL ..2:'ATY GZ:NTY I:PLFi -P-FT �RI 5FAV C ACIiY CAPACITY CAFACITY CAPACITY E/JRC410AR TCP BAR (DfJ_(IHJ fIH! (IH'J (IF._0HJ (IhL 12HJ PRESTRESSED 8/20-S-(1) #51(1) #5 8124-S-(1) #5/(1) #5 8116-S-(1) #51(1) #5 8/14-S-(1) #51(1) #5 3 y' 8 8132-5-(1) #5/(1) #5 /28-S-(1) #51(1) #5 A R C H I T E C T S Design GYOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 STJBDIV. 7LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION -MI) PROJECT'#: P2065.063/00001 PAGE: ❑NTEL PLAN (LOTT'S) ARCHITECT: STATE OF FLORIDA SEP 1 8 2013 JA AR/N -12079 LL DAT : 9/1 l/1E3 SCALE: 1/4"=1'-0" 1 SHEET ❑ ❑ O F❑� fid' U W Q a h A h M tl' b co L� W o3 STJBDIV. 7LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION -MI) PROJECT'#: P2065.063/00001 PAGE: ❑NTEL PLAN (LOTT'S) ARCHITECT: STATE OF FLORIDA SEP 1 8 2013 JA AR/N -12079 LL DAT : 9/1 l/1E3 SCALE: 1/4"=1'-0" 1 SHEET ❑ ❑ O F❑� fid' MATERIALS LINTEL LENGTH NO. (-:; ENEF2AL NOTES LF'c 3' precast lintal a 4000 p51 1. Frovide Full mortar 'bad and head joini5. Fc ed Intel - 6000 >I P P L -2A 9'-4' IIIed I'n:els as required. q 3. Csf a STM C410 F* - 3000 al .2/ 3. I calla of I tel -at com, I' a to ire max m 3/5 :rich aggregate 4 3 to 11 inch L-4 7'-&' architectural and/or structural documents, 51u p 4. u la are manufactured �I:n 5 IR' long 4._ Ma3onry Units (CMU) per A5TM - coaling of stucco applied In accordance tches at the ends to accommodate vertical C90 u)minim'.,m nee area compressf- � c II rein Forcing and grouting. 5trsn2th = 19^00 psl 5. Reference line CA5T-CRETc Load DeFlection ;Rebar per A5TM Aai5 grade o0 a r-raFn 'oroci..ra for lintel deflecttcn in Forma tion. o. - e5tres ,, strand r A5TM A4!b rade g per a o. Bottom field added rebar to be located a the _ 210 low re!axattcn I I I I I I I I bVttV. of !ne lintel cavil'S. 1. Morar per ASTM C210 Type M or 3 1. 1/32' diameter wire slirrupd are welded to the PWDR. bottom steel For mechanlcal anc('.orage. 3. Dare lodes are 5uipar'mpo-ol allolaole loads. 3. Cast -in-place ccncreu may be provided In •� -: COURSE composite lintel in Ilex of concrete masonry units. 4^zTm4*q,G76 LINTEL SCHEDULE LINTEL LENGTH NO. TYPE 9'-4' COMMENTS E3FG. HT. L-1 Il' -4' SF26-15AT PRE6TRE55ED L-2 4'-&' 814-05/IT RECE55ED L -2A 9'-4' SFI&-15/IT L-25 4'-0' SF20-05/1T L-3 4'-&' SPIE-05/IT L-4 7'-&' SFI&-1511T L-5 SFI&-1511T L-& 4'-&' 6FI&-05/IT EXTERIOR MASONRY WALL BRC. HEIGHTS .............................. 8'-8' BRC. V-4' BRC, LOAD BRC. WALL NON-DRG.WALL L-4 (2) 25 -SH GREAT ROOM 9'-4' GLG. --------------- ------------------- I I I I I i I J / I ENTRY L-2 1 9'-4' CLG. 4I --------- D 9. Safe load rating based on rational design n 'moi REBAR AT TOP SAFE LOAD TABLE NOTES analy515 per ACI 313 and ACI 530 _ MIN. (1) REQ'D E- I's,9 'R .i• 6.w?r 1-1/2' CLEAR I � 6 3.9 F'm=1500psi a n O E' ?.§34:a 39.,,q -e3§5 75$j•� %r 9733. 92y,,...: - L I All -1. 5 based - minimum 4 Inca II - coaling of stucco applied In accordance _ '333 _-,-,iI1T.393ao� 5364_ @3E9 ]0i3 t .B51z °o RER a3A AT BOTTOM � load Fr o om n_ir lower 're lght 5luse ^'T G ? =r a ied coati - PPro' 9 _inT ..o M or o!r_ atm., '.61 3501 II II toe reduced o ?0% if cearlr th is 9 9 9 a =Is ad ` n ercical II. L'n._ loaded s La eons y u to v FRO`ADED IN LINTEL - I a o In Incre> I I I FOYER I I I I I I I I - FOR EAC., ADDITIONa_ _ NF2 h Rated 00 PWDR. REINFORCED CMU FULL 3. Dare lodes are 5uipar'mpo-ol allolaole loads. 8'-88'' loading with the roll-ing equation: •� -: COURSE 4. Sa Fe loads based on grade 40 or grade SO field span. �olledoolled vT e,tl-1 loo aloes. 4-Iied horizontal lead S 10 ^'a.=' 11'a TO-. ria»_ I ENTRY L-2 1 9'-4' CLG. 4I --------- D 9. Safe load rating based on rational design SFA V I T Y 'moi REBAR AT TOP SAFE LOAD TABLE NOTES analy515 per ACI 313 and ACI 530 _ MIN. (1) REQ'D 3 5ab3 01 i I's,9 'R .i• 6.w?r 1-1/2' CLEAR 10. Ino exterior ourface of lintels installed in 6 3.9 F'm=1500psi 3a9 11 3.31 3 4 '09 63 n O _ br c =._ masonry walls s all nave a ?.§34:a 39.,,q -e3§5 75$j•� %r 9733. 92y,,...: - L I All -1. 5 based - minimum 4 Inca 1. m. o9lu liniel hei n > not snoun, use 5are o P g t - coaling of stucco applied In accordance _ '333 _-,-,iI1T.393ao� 5364_ @3E9 ]0i3 t .B51z °o RER a3A AT BOTTOM 'nlnal bedrin t1on: EaFe load= r _nFilled '� = ceP rler load Fr o om n_ir lower 're lght 5luse ^'T G ? =r a ied coati - PPro' 9 _inT ..o M or o!r_ atm., '.61 3501 -� 5AFE ^ 1 -- - _.,TER.: _OAD II toe reduced o ?0% if cearlr th is 9 9 9 8. II -_I or For n 5 1 t use safe load from 9 =Is ad ` n ercical II. L'n._ loaded s La eons y u to v FRO`ADED IN LINTEL - ra s Fc oA ^nnc- Br_ R _ D R.. I a o In Incre> - I r e> I g g fo (gray ty or uplift) and horizontal (lateral) ` 913 ::?`✓s h -. ..t13� 1.°P{at� > FOR EAC., ADDITIONa_ _ NF2 h Rated 9. II af_ loads n units or pounds per linear foot loads I-Iol ! e cneaced for the comolned REINFORCED CMU FULL 3. Dare lodes are 5uipar'mpo-ol allolaole loads. 10. All sa Fe loads ase' - Simply 5upperted loading with the roll-ing equation: •� -: COURSE 4. Sa Fe loads based on grade 40 or grade SO field span. �olledoolled vT e,tl-1 loo aloes. 4-Iied horizontal lead S 10 ^'a.=' 11'a TO-. ria»_ '/?• '-LR TYP e'car. 5- Che 11 rebar may Ve substituted For two =g rsba II. The e the par ,heals Indicates the percent-du'c!Icn For grade 40 Field added o I_ vertical load '-aie rorizcnial load 1\. 11'i TO I3'-9' 1F 5> a>_ In 3' lintels onl y r e = 'oar. 'exam. la l'-6' I,nul t _ 3F3? -I5 sato p yP 12'-I'T034'-D'(F25i2»_O) hR I.R IvR h¢ r:R NR I.R o. The de51 n r ma eve b.:ate ccrcentrated loads 9 e y -e,412 9 y load = b4l?ns, •�/ loi. reducti ca - I?. Additional lateral load canoe 5' TO Il -3' C?7 5 RE3AR I -r: from the >afe load cables � cal_.,.a.:n the y g - a5) C.35J = 5oal RIF - oq py O'O!a fined by !ns de9igner by providing 211 411 141 141 GR40 or GRo0 a maximum resisting moment and sin<_ar at d -away From 'i9' -a TO 11'-.'<FiZsic5>_O additional reinforced ccncreu masonry above NR a5 31 ..41;� ' .1az :9'.3.x:r •.. 3J `SI•:. 99 . l.[f54 face OF 5upport. 131 a 462 511.Z .ne lintal. See datall at rtgilt: ' 60M g 3 O 24'-D' I-6-69- ) 19 161 i v 61 NR - V-4' CLG. 8'-8' GLG. LANAI 9'-4' CLG. 6080 SGD L-5 DINETTE 9'-4' CLG. I 00 O O _j I KITCHEN I I I I 1 I I F- - I 2 CAR GARAGE 9'-4' CLG. STUDY 9'-4' CLG. L -I 16'-0' X T-0' OHGD -------------------- LINTEL PL SCALE: 1/4 = 1'-0' TYFP DESIGNATION F = FILLED WITH GROUT / U = UNFILLED U4NTiTY OF a5 EBA AT R R FI Cd BOTTOM OF _INT__ CAVITY aF1(o =15/1T QUANTITY OF RE5AR AT TGF LNOM[NAL HEIGHT NOMINAL WIDTH SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS CArr-4Cwrn' SFA V I T Y 'moi REBAR AT TOP 2 '.b 3# 9 3 1 'IT -! 6 li 2 -IT >F23 IT or - IT -IT _ MIN. (1) REQ'D 3 5ab3 01 i I's,9 'R .i• 6.w?r 1-1/2' CLEAR I S U r W u s 6 3.9 r 3a9 11 3.31 3 4 '09 63 n O GROUT ?.§34:a 39.,,q -e3§5 75$j•� %r 9733. 92y,,...: - L .631 39�c99 -os Si a ?'£31:,dk 612�,p :9J9� x4.iKB: '64.6x2 eT,6�fA� _93Z '� To b'-6'1-_.. S _ '333 _-,-,iI1T.393ao� 5364_ @3E9 ]0i3 t .B51z °o RER a3A AT BOTTOM _ • • OF LINTEL CAVITY '.61 3501 BOTTOM REINFORCING a - aw 241 l 1163 271 1-5r3'AcruAL FRO`ADED IN LINTEL 12 X366 646 : 313102K vaRl =s) NOMINAL WIDTH 3' ` 913 ::?`✓s h -. ..t13� 1.°P{at� > SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS CArr-4Cwrn' SFA V I T Y OrIR:.__ NTE L-6 F=OF LIni__)$ 2 '.b 3# 9 3 1 'IT -! 6 li 2 -IT >F23 IT or - IT -IT 6' 1 -D%JTJ 3 5ab3 01 i I's,9 'R .i• 6.w?r s T•T04 9'lFe= T) .abl 5.1 X033 DDl 6 3.9 -O.:Si) 3a9 11 3.31 3 4 '09 63 TO 5-4'(FRaOASi) 3491. 569 3 3 E36 1 ?.§34:a 39.,,q -e3§5 75$j•� %r 9733. 92y,,...: -a Toy -.9' 1 .. .631 39�c99 -os Si a ?'£31:,dk 612�,p :9J9� x4.iKB: '64.6x2 eT,6�fA� _93Z '� To b'-6'1-_.. 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U3.,-.� ' .a -a-=_ Ti-a>a9 163 _ P54 9 _69:f 5 5' TO Il -3' a d.5T13 hR 93 X36 SL 0 6_ 2 iO 11'-3 (csii-Ss> 211 411 141 141 143 a ] 6 `:6DVCk 919.... gab 3 _@.. 053, Ui 'i9' -a TO 11'-.'<FiZsic5>_O a o, 1a5 NR a5 31 ..41;� ' .1az :9'.3.x:r •.. 3J `SI•:. 99 . l.[f54 11` 5 TO 12'-0' IFresTrL>a- 131 a 462 511.Z NR I!6 ' 60M g 3 O 24'-D' I-6-69- ) 19 161 i v 61 NR - -i'Z1: .916... A R C H I T E C T S Desn Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 UPLIFT OV=YF t .VT:) (T YF. 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L) IT Biv 1 :4-li .�:-R�3-li a: T x30 T 5R.6 Bab RJ'N TO 4 -_-T) al 33 149 °ma 69 ? 6Y„„. 327§x: 315 3aa5M 5443 >' TO 4 6 �__..si) E 1E 3 91 4r 41s �2E.k,9 k.@Zk ' t12TS " 1 id, i 3Ema 421ra.K .4543„. a -1't > 163 1131 3 6 2314 3>32 3311 _ n pr 9� 2.P4 � 4n+ 33s� n311F. 0 11-TI E55 R l 1146 11 3133 3236 3199 �I 45 "a R3?>s`3.L14§' 1YS9:.;s.•.2„l3. 37@G.j'A]m 3 . 'aTl -c. 579 323 539 1329 2419 1919 3333 -3' TO 1'-ITER-olsTI 66 142 4 n..14 2@bar #;99 2E.m,' , JJ65.z5' 31E$. Fs }ri.ss ,:2a.6A: - - To 9'-s' (FiZ-CAST) 39a a 9D:. I2 '549 a5 3'.2a 4 335'v3'.d349 3, 313 A R C H I T E C T S Desn 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 #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA SEP 18 2010 DAVE: ~17/18 S ALE: 1/4"=1'-0" SHEET 5DOFrr^�^�u� V �IIIIIII"I SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA SEP 18 2010 DAVE: ~17/18 S ALE: 1/4"=1'-0" SHEET 5DOFrr^�^�u� V EXTERIOR MA5ONRY WALL BRG. HEIGHT$ 8.$ .'Bf;r4..,..... err-rmi V-4' BRG. LOAD BRG. WALL NON-BRG.WALL L-4 (2) 25-5H GREAT ROOM 9'-4' CLG. I I I I I I I I I I J QUALITY PRECAST COMPANY STRONG' ON SERVICE 17!��P,O, Box 11 - Brandon, 17(orlda 33509-0011 LINTEL NO. LENGTH TYPE 9'-4' COMMENTS 5RG. HT. L -I Il' -4' 8/28-5-0)MIA- PRESTRESSED L-2 4'-8' 8/14-5-(WK0)L RECE55ED L -2A 'V-4' 8/16-5-0)LIM)L L-25 4'-0' 8/20-5-(I)U/(0)L L-3 4'-6' 8/16-S-CIX:/CO)L L-4 1'-8' 8/16-S-MLI/CIA- L-5 71'-6' 8/16-5-(LUKIX L-6 4'-6' 8/16-5-CIX.!/C0)L EXTERIOR MA5ONRY WALL BRG. HEIGHT$ 8.$ .'Bf;r4..,..... err-rmi V-4' BRG. LOAD BRG. WALL NON-BRG.WALL L-4 (2) 25-5H GREAT ROOM 9'-4' CLG. I I I I I I I I I I J LANAI V-4' CLG. room 5GD L-5 DINETTE V-4'Cl-G. II� II O it JI KITCHEN 9'-4' CLG. 2 CAR GARAGE V-4' CLG. STUDY V-4' CLG. _9'-4' CLG. - - - - 8'-8' CLG. - - - - - - - - - - - - - - - - L -I 16'-0' X T-0' OHGD -------------------- LINTEL ------------------- LITEL IPILA SCALE: 1/4 = 1'-0' SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 1347 (0)#5L(I)#5(I)#5L(1)#5(0)#5L(1)#5U (()#SL(2)#SU SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS 2 No.4 599 UPLIFT SAFE LINTEL CLEAR LINTELTYPE IIIIII LINTELSTEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 8"x8" RECESS WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 1T-4" 16-0" PRESTRESSED (2)No. 3 qllll 993 (0)#5L (1)45U(1)#5L(IJ#SU - (0)#5L (I)MU(I)#5L(2)#5U FOYER it I 1 DOOR 2 No.4 LINTEL GRAVITY SAFE LOAD PWDR. DETAIL'V' (1)#5L(1)#5U DETAIL'W' (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 5'-8" DETAIL'U' &'V' LANAI V-4' CLG. room 5GD L-5 DINETTE V-4'Cl-G. II� II O it JI KITCHEN 9'-4' CLG. 2 CAR GARAGE V-4' CLG. STUDY V-4' CLG. _9'-4' CLG. - - - - 8'-8' CLG. - - - - - - - - - - - - - - - - L -I 16'-0' X T-0' OHGD -------------------- LINTEL ------------------- LITEL IPILA SCALE: 1/4 = 1'-0' REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 1347 (0)#5L(I)#5(I)#5L(1)#5(0)#5L(1)#5U (()#SL(2)#SU SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS 2 No.4 599 UPLIFT SAFE LINTEL CLEAR LINTELTYPE LINTEL STEEL TOP LINTELSTEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN 8"x8" RECESS WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 1T-4" 16-0" PRESTRESSED (2)No. 3 (2)7/16 strand+ 993 (0)#5L (1)45U(1)#5L(IJ#SU 600 (0)#5L (I)MU(I)#5L(2)#5U LATERAL SAFE LOAD TOTAL CLEAR DOOR 2 No.4 LINTEL GRAVITY SAFE LOAD DETAIL'U' DETAIL'V' (1)#5L(1)#5U DETAIL'W' (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 5'-8" DETAIL'U' &'V' SOLID SOII(1 2'-10" V -b" PRECAST 2 04.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2- PRECAST (2J 04.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 1 2'-8" PRECAST (2) 04.5 WIRE 2 No.3 10000 1 10000 10000 1 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 9576 10000 10000 10000 34' 4'-0" 1 PRECAST (2) 04.5 WIRE 2 No.3 7009 1 10000 1000010000 10000 5'-19' 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5700 1 10000 10000 10000 L 1919 2143 2143 PRECAST (2) D4.5 WIRE 2 No.4 7924 10000 9263 10000 1-6" 6'-2" PRECAST 12) 04.5 WIRE 2 No.4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST 12) 04.5 WIRE 2 No.4 5473 9564 6402 10000 8'-0" 1 6'-8" PRECAST I2) D4.5 WIRE 2 No.4 4978 8706 5824 10000 7'-0" PRECAST (2) D4.5 WIRE 2 N0.4 4546 7957 5320 10000 8'-0" PRECAST 1 (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 1376 -2" PRECAST 1 (2) D4.5 WIRE 2 No.4 2725 4798 3194 5322 4'-4" 0" PRECAST (2) No. 3 2 No. 5 3615 5348 2699 4424 PRECAST 04.5 WIRE No.4 PRECAST (2J No. 3 2 No. S 3191 3670 2379 3894 1 1284 4'-8" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2535 2961==1=1842 96118843137 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand+ 3326 3326 1829 2919 2' Z' TOTAL CLEAR DOOR 2 No.4 UPLIFT SAFE LOAD O TINUOUSREQO APER#5 CONTINUOUS 15-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 3031 3031 1666 2 702 5'-4" 5'-0" PRECAST (2) 04.5 WIRE (2) No.4 2 No.4 ##5(II U(0)LL #5(2)U(1) Uj� -al CI 17'-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2346 2346 1290 2210 6'b" 5'4" 5'-0" PRECAST (2) 04.5 WIRE (2) No.4 2 No.4 650 654 7' Er' 6'-4" 19'-4" 18'-0' PRESTRESSED 12)No, 3 (2)7/16 strand+ 1865 1865 1029 1869 4401 2 No.5 7'-8" 6'-4" 20'-0" 18'-8" PRESTRESSED (2) No. 3 12) 7116 strand + 1737 1737 959 1778 (2) D4.5 WIRE (2) No.4 294 510 2'-8" 2 No, S 3607 3607 21'4' 20'-0' PRESTRESSED (2) No. 3 (2) 7116 strand + 1516 1516 839 1620 PRECAST (2) 04.5 WIRE (2) No.4 396 489 1 489 261 2 No.5 22'-0" 2' - 08" PRESTRESSED (2) No.3 (2) 7/16 strand+ 1420 1420 787 1551 2 No.5 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) (2; NNor. S 5 (2) o 1250 1250 658 1300 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 1347 (0)#5L(I)#5(I)#5L(1)#5(0)#5L(1)#5U (()#SL(2)#SU / s ran 2 No. S DETAILW Y DETAILV (1)#SL(lJ#SU DETAIL&'J' DETAILW Y 'H' 14'-8" 2 6 i d+ 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No. 3 / s ran 2 No. S 642 642 2 No.4 599 UPLIFT SAFE LOAD LATERAL SAFE LOADS (PLF) 15'-4" 14'-0" PRESTRESSED (2)...3 (2) 7/16 strand + 1291 1291 775 1270 #5(2)U(1)L 8"x8" RECESS DOOR 2 No.4 #5(1)U(0)L 5'-0" PRECAST 121 D4.5 WIRE (2) No.4 5323 10000 8"x8" RECESS 1T-4" 16-0" PRESTRESSED (2)No. 3 (2)7/16 strand+ 993 993 600 1084 LATERAL SAFE LOAD TOTAL CLEAR DOOR 2 No.4 LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 19'-4" E 1=8 -01 P 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 5'-8" WIRE/ BAR STEEL SOLID SOII(1 2 No.5 OLID SOLID 121 No.4 TOTAL CLEAR 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 #St #5 (2) U (1J L SOLID 2 No.5 1267 BAR DETAIL -DA' DETAIL'DB' 21'4' 20'-0" PRESTRESSED (2)No. 3 (2)7/16siran d+ 834 834 390 763 DETAIL'DH' DETAII'D I' #51 U 1 L DETAIL'OH'&'DJ' DETAIL'DK' 2 No.5 PER STRUCTURAL PLAN 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2J No.3 1640 1790 7/32" STIRRUPS AT 4'-0' cc WNo.5 2'-4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 D4 5 WIRE 2 N 3 - 4'-4" GRAVITY & UPLIFT SAFE LOADS (PLF) - I I I ) o. 9563 10000 1 10000 24'-0" 22'-8" 1 PRESTRESSED 1 (2) No. 3 / s ran 2 No. S 642 642 306 1 599 UPLIFT SAFE LOAD LATERAL SAFE LOADS (PLF) SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID GRAVITY -& -UPLIFT SAFE LOADS (PLF) 4'-4" 85(1)U(0)L #5(0 U(1)L PRECAST 121 D4.5 WIRE (2) No.3 4336 10000 #5(2)U(1)L 8"x8" RECESS DOOR HEADER #5(1)U(0)L 5'-0" PRECAST 121 D4.5 WIRE (2) No.4 5323 10000 8"x8" RECESS DOOR HEADER DETAIL'DU &'DV' DETAIL UW TOTAL CLEAR DOOR LINTEL LINTEL LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTELTYPE UNTELSTEELTOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD .ENGTH SPAN SIZE TYPE TOP WIRE/ STEEL PLAIN SOLID LENGTH SPAN SILE 5'-8" WIRE/ BAR STEEL SOLID SOII(1 10 OLID SOLID 121 No.4 TOTAL CLEAR BAR BOTTOM UPLIFT SAFE LOAD 3000PS1 GROUT TOP SCHEDULEG S: (PLACED IN FIELD) (SEE SCHEDULE) LENGTH BOTTOM PLAIN #5I1J U IOI L #5I.) U (, L #St #5 (2) U (1J L SOLID 2' ?' 1267 BAR DETAIL -DA' DETAIL'DB' 45 1) U (0) L #5(2)U(1)! (2) 04.5 WIRE BAR (1)#5 CONTINUOUS REQD. #5 I U I L 1 686 903 DETAIL'DH' DETAII'D I' #51 U 1 L DETAIL'OH'&'DJ' DETAIL'DK' PER STRUCTURAL PLAN DETAIL DA' DETAIL 'Db' DETAIL DC' DErAIL'DB' &'DC' DETAIL'OD' 3'-8" 2'-4" 2'-0" PRECAST (2) 04.5 WIRE (2J No.3 1640 1790 7/32" STIRRUPS AT 4'-0' cc 3'-8" 2'-4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 �lia� "Kp I (TIED OR WELDED) 3'-8" 2'-4" 2--0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2J 04.5 WIRE (2J No.3 1386 1410 PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 SEE SCHEDULE 4'4" 2'4" 2'4" PRECAST (2) 04.5 WIRE 121 No.3 1597 1801 1801 1483 1 1483 4'-2" 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No, 3 3647 9133 7835 8173 2 4'-2' 2'-10" 2'-6" PRECAST (2J D4.5'NIRE 12) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8' PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 2.MIN. BEARING REQUIRED AT EA. END -4" 6'-8" 5'-4" 5'-0" PRECAST 04.5 WIRE No.4 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE t2) No.3 1367 1553 1553 1284 1 1284 4'-8" 3'-4" 3'-0" PRECAST (2) 04.5 WIRE (2) No.3 929 929 2121 PRECASTCONCRETE 9'-8 8'-4 8'-0" PRECAST 12) D4.5 WIRE (2) No. b 63 563 1113 .455 GRAVITY & UPLIFT SAFE LOADS (PLF) 4'-8" 3'-4" 3'-0" PRECAST 12) D4.5 WIRE t2) No.3 1194 1363 1363 1131 1131 5=8" 4'-4" 4'-0" PRECAST (2) 04.5 WIRE (2) No.3 559 559 2' Z' TOTAL CLEAR DOOR LINTEL TYPE UNTELSTEELTOP LINTELSTEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD O TINUOUSREQO APER#5 CONTINUOUS LENGTH 5'-8" 4'-4" 4'-0" PRECAST 121 D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'-4" 5'-0" PRECAST (2) 04.5 WIRE (2) No.4 606 1027 ##5(II U(0)LL #5(2)U(1) Uj� -al CI ClIOJ! Tn ww 7/32"STIRRUPS AT 4'-0" cc (TIED OR WELDED) -DETAIL DE DETAIL'DF' DETAIL'DE'&'DF' DETAIL'DG' 6'b" 5'4" 5'-0" PRECAST (2) 04.5 WIRE (2) No.4 662 816 816 650 654 7' Er' 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 4'-0" 2'-8" 1 2'4 PRECAST (2) 04.5 WIRE (2) No.3 2970 1 4965 4401 4401 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE 121 No.4 542 669 669 462 537 9'-8" 8'4" 8'4" PRECAST (2) D4.5 WIRE (2) No.4 294 510 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 1 9'-8" 8'-4" 8'-0" PRECAST (2) 04.5 WIRE (2) No.4 396 489 1 489 261 393 D4 5 WIRE 2 N 3 - 4'-4" GRAVITY & UPLIFT SAFE LOADS (PLF) - I I I ) o. 9563 10000 1 10000 10000 8"x32" RECESS DOOR HEADER 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 TOTAL CLEAR DOOR LINTEL TYPE LINTEL SI EEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD !ENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 5-8" 4'-4" 85(1)U(0)L #5(0 U(1)L PRECAST 121 D4.5 WIRE (2) No.3 4336 10000 #5(2)U(1)L 10000 61-6" #5(1)U(0)L 5'-0" PRECAST 121 D4.5 WIRE (2) No.4 5323 10000 4103 DETAIL'DU' DETAIL DV' DETAIL'DU &'DV' DETAIL UW 3'-8" 2'-4" 1 Y -U' PRECAST (2) D4.5 WIRE 12) No.3 10000 ID" 10000 10000 4'-0" 4'2' 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 2'-10' 2' 6" PRECAST 2 NOTES: - 4'-4" - - I I I ) o. 9563 10000 1 10000 10000 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'-8" 4'-8" 3--4" 3--0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 3390 5-8" 4'-4" 4'-0" PRECAST 121 D4.5 WIRE (2) No.3 4336 10000 6110 10000 61-6" 5'-4" 5'-0" PRECAST 121 D4.5 WIRE (2) No.4 5323 10000 4103 10000 3. STANDARD FOR RENT. STEEL - ASTM A615 7'-8" YA" 6'-0' PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 1193 9'-8" 8'-4" 8'-0" PRECAST (2) 04.5 WIRE (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 5'-8" 5'-4 8"x16" RECESS DOOR HEADER PRECAST (2)D4.5 WIRE 121 No.4 TOTAL CLEAR DOOR LINTEL LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000PS1 GROUT TOP SCHEDULEG S: (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 2' ?' 1267 #S III UIOIL #5II)UI1IL 45 1) U (0) L #5(2)U(1)! (2) 04.5 WIRE (2) No.4 (1)#5 CONTINUOUS REQD. 1000 1 686 903 DETAIL'DH' DETAII'D I' #51 U 1 L DETAIL'OH'&'DJ' DETAIL'DK' PER STRUCTURAL PLAN 11111111111 7/32" STIRRUPS AT 4'-0' cc 3'-8" 2'-4' 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 �lia� "Kp I (TIED OR WELDED) BOTTOM BARS 4'-(7' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 SEE SCHEDULE 4'-2' 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 T 1� 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No, 3 3647 9133 7835 8173 2 75, 8 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: I. MINIMUM COVERAGE OF STEEL- 1.5" 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 2.MIN. BEARING REQUIRED AT EA. END -4" 6'-8" 5'-4" 5'-0" PRECAST 04.5 WIRE No.4 3. STANDARD FOR REINF. STEEL - ASTM A615 12J (21 2976 2976 2676 2737 TYPICALLINTEL SECTION 7'-8" 6'-4 6'-0" PRECAST (2)D4.5 WIRE (2) No. 2292 2292 1918 2121 PRECASTCONCRETE 9'-8 8'-4 8'-0" PRECAST 12) D4.5 WIRE (2) No. b 63 563 1113 .455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER IPLACEDIN FIELDI� (SEE SCHEDULE) 2' Z' TOTAL CLEAR DOOR LINTEL TYPE UNTELSTEELTOP LINTELSTEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD O TINUOUSREQO APER#5 CONTINUOUS LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID PLAIN #5 (11 U(OJL ##5(II U(0)LL #5(2)U(1) Uj� -al CI ClIOJ! Tn ww 7/32"STIRRUPS AT 4'-0" cc (TIED OR WELDED) -DETAIL DE DETAIL'DF' DETAIL'DE'&'DF' DETAIL'DG' BARS Y-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 � m NBOTTOM SEE SCHEDULE 4'-0" 2'-8" 1 2'4 PRECAST (2) 04.5 WIRE (2) No.3 2970 1 4965 4401 4401 4'-2" 2'-10" 1 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 79' 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 NOTES: ' L MNIMUM COVERAGE OF STEEL -L5" 4'-8" 3'-4" 3'-0" PRECAST (2)D4.5 WIRE (2)No.3 1966 3390 3053 3053 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR RENT. STEEL - ASTM A615 5'8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 1 2085 2085 TYPICALRECESS DOOR HEADER SECTION 5'-8" 5'-4 6-0" PRECAST (2)D4.5 WIRE 121 No.4 1764 1763 1 1578 1578 PRECASTCONCRETE T-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 I IBB 1267 8'-0' PRECAST (2) 04.5 WIRE (2) No.4 1000 1000 1 686 903 A R C H I T E C T S ArDesissn rou 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 #63) MODEL SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: LINTEL PLAN (QUALITY PRE -CAST) ARCHITECT: STATE OF FLORIDA SEP 1 o °iia DAIY�) \9/17/16 SCALE: 1/4"=1'-0" SHEET 5EOF 9 11111111111 ��oomoma.aor, SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: LINTEL PLAN (QUALITY PRE -CAST) ARCHITECT: STATE OF FLORIDA SEP 1 o °iia DAIY�) \9/17/16 SCALE: 1/4"=1'-0" SHEET 5EOF 9 2 x 12 (•2 SYP) i/16' 055 (TYPJ NAIL (3) 127 a TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS ON1ECAOR SCSJyE CONTROL DATE: 01-ZL2 CONNECTOR UP TO SIMPS0N g'_0' USP 4' -II 1/2' -1'-11 1/2' AND UP DES. UPLIFT GRAVITY DES. I UPLIFT GRAVITY FASTENER 3 —TA -!6 1450 1 HTA `.6-:3 1400 I (l) IDd x 1 112' I -PLY, (a) !6d 2 -FLT, (U5P: CCN IOd X 1 In' - NO 166 OPTION) 3 (2) META -Ia 1335 1?DD (2) HTA !6 -Id 2500 (101 !0d x l lll' -FLT, (J6P: llol loci x I IR'J (4:)!bd 2 -PLY (U5P: NO !6d OPTION) H-EETA I0 ISID HTA 16 16a (?)':fid x I IR' 1 -PLT, (5) 'ad 2 -PLY U5P: (!0) 0,,, x I I/2', No I6d OPTION :;ETA 20 1510 HTA 21 1615 (Z)Cd x 1 I/2' I -PLT, (3)'bd 2 -PLY LBF: CO) 10d x I I2', NO 1" OPTION z (2) HEETA-20 ?500 (2) HTA-20 31,0 (10) IOd x I Ia' 1 -PLY U5P: CO) 10d x 1 1/2' (!?) !bd ?-FLY (U5P: NO !'ad OPTION) O L GT -2 2i5D LIST -2 1315 T (1) - 1/4' x 2 1/4' NTEN, 2 FLY (USF: 5L< (5) 1/4' 115. LCOD CB) 'Od (V) DETAL -20 2430 NO 'J5F CONVERSION i CR SIMFYON DET-! .20 Ca) - IOd x 1 I/1, 1 FLY Q MIST 3?67 MIJG-T 4000(V 5/3' A.T.R IN H'G-H 5TREN0-TH EPDXY (MIN. !2' E alED), 02) IOd TOU�COD (U5P: (25) !Od TO WOOD) HGT-2 + 10350 HUST-2 9365 1 (2) 3/:' AT IN H'�GH 5T' NGTH ='OXT (MIN 12' =i B= 1 (1a) IOd TO W✓OC NSP: WOOD (B) !0d R R_ _r _ _D. D HG -T-3 . 10530 HUGT-3 9365 (2) 314' ATR IN HIC-'H STRENGTH EFOXY (MIN. 12' E" iEED), (16) IOd TO WOOD (USF: WOOD (5) !od) ! GT3-5D`52S 3255 LUST -3 5330 (12) 505 1/4'x2 I/2' TO GIRDER, (4) 313' x TITEN HD TO ':,'ALL (USF: CONIC. (4) 3/5' X 5- WEDG-E BOLT, WUOD (I2) W'S25� L TA2 1210 PARALLEL TO WALL '42c Fl=mF=.DICJ_aR TO !PTA i555 ('J) iOd x I-Irz' (.5P. CO) Dd x I I" gnu IGT 4?40 NO 15P CONVERBION FOR 511,F55011 VGT (I) H' A.T.R N HIGH 5TRENGTH EFOXT (MIN 2 I' -D), Cb, -5D3 1/4',(3' TO WOOD (2) `/GT 11aB NO 'J5P CONVPR510N FOR 5'MF5CN (2) VGT) (2) 5' A.TR IN HIGH 5TRE GTH EFOXY (MIN. E"5=D), (32) 5D5 1/4'X3' / 2 P_Y M75-12 Doo MTJ 12 (4) Od x I II (USF: N4) 2d x I Ia', (4) !Dcil HTS -16 1150 .ITO 16 660 o 1 Dd x I Irz' (LBF; (o) loci x 1 1/2', ('6) ?d) HT 20 450 HTO 20 2045 (24) IOd x I In' (...:F: (24) lod x I IR', (20) !Od) IT 5 24 4aO HTO 24 2045 (4)' d x 1 I/2' (UBF (24) IOd 'x I IR', (20) god) LST -12 : ?25 L5TA 12 310 (0) lod ,5F: co) 125 1235 LSTA'.S 1360 (Wiz, L5F: !'4),Od MSTA-!5 :+ 13'5 ISTA'B Ga (14)!od LSF: (14) Od () 15TA-?4 ++ !640 MSTA-24 1150 (13) IOd 'JSF: Ca) lOd D- 1115TA-30 :: 2080 M5TA3D 2!40 (22)Ica 'JSF: (22)IOd C M5TA-36 + 2o5D t'5TA-36 2525 (26)!Od U5P: (201!od 'r M6V-30 3300 <5T1 236 30?D (3a) loci x I V?' U5P, (36) loci x I 112' (n 15N-43 5065 KT51 249 4?50 (431 !od x 11/2' 'Jap; (43)!Od x i Ia' H6 350 L FTA c 1535 (3) ad TO PLATES, (3) ed TO STUD$ (USF: (!a1 9d x I IR', (1W Bd) 5P4 555 5PT 4 ?45 (6) !Od x 1 IR' TO 5TUD5 U5P: (6) !od x 1 IP' TO ST'JD5 A34 335 MF 34 410 (4) d 112' TO E=AM (4) 3d x I In' TO OST. z (4) 3d x I Ia' TO E=AM ( ) 3d x I Ia' t FOB x _ P 'JSF. _ 4 O P T. T. :ICF? '045 H -P 2 IDTO (!21 loci x I I2' USP. 00) I0d x I Ia' TO TRJ55, (10) IOd X I IR' TO PLATE !OA134D RT 16A 2150 (15) loci x I IR' USF: (9) IOa x I IR' TO T.-65, (8) 1Od X I Ia' TO PLATE VGT It IDU4 4=65 PID 4_-4535 1/4'x3' TO WOOD, (IO) -5D5 1/4'x2 Ia' N TIREADED ROD, (2) N'JTUXA5H=_R/2 FLY LGF: 5/3' ATR MIN, l' EMBED SET IN HIGH BTRENS-TH EPDXY, CC) IUSW 'WOOD YRE'WS VC -T t IDLE 4:40 TDX 10 - 5110 (!6J -5D5 1/4'x3' TO WOOD (3)-3/4' 5P.ID EO! T5 W/ T::,RE_-DED ROD (2) N'JT5�W_-6HER/2P! T USPS l/3' ATR MN. l' EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/3' THRU-BOLTS _-BL 44 2200 66a5 PAU 44 2530 6l i5(1) 5/3' ATR IN HIGH 5TRENGTH EPDXY, (MIN. 1' EMBED) M GONG, (I2) !bd TO WOOD USF: 6aME AS 61MPSON ABU 66 2300 1200D PA'U a, 2735 1355 (1) 5/3' ATR IN HIGH 5TRENGTH EFOXT, (MIN. l' EMBED.1 N CGNC, (12)!6d TO LOOD IJSP: SAME A5 51MP5ON N !TT9 !340 T5 _ 1205s (U3/:' AT N HIGH STR NGTn EFOXY, (MIN. l ME_D1 ON (9)07 TO WOOD JBP SF"= A5 5''FSON � O ! TT20E :+. ':oo _TS 205 1'05 (1) V2' ATR N HCH 5T NG-TH =FOXY, (MIN. l M DJ N GN CO)Od TO WOOD L5F; 3/.' ATR M N 1 MBD BET IN HIGH, 5TNGTH=FOXY, CO) 10d, (.D) Od x 1 IR'. 2-1p. = (� z HTT4 4455 ,ITT45 4465 0) 5/d' ATR N 5TR_NGTH =FOXY (MIN l D) !N CN (:31 5D':D X 1 12' ('J5F� (20) 6d X 2 N') J5P HAS MGR_ NAI_ OPTIONS. (2o) Od, (20) 105 x I Ia', (20)16d x 2 IR' Q HTTS BD?O HTT45 5430 5/5' AT IN HIGH5TRENGTHOXY (M l 15 D IN CONIC (2 ) I0d X 2 Ia' (L F f2D) X 2-11.) RP 2 d U5P HAS MGRS NAI_ OPTIONS (23) 0d (2d) Cd x I -V2' (20)bd x 2 In' HIDW-605 25. 11,9:0 UFNC II 12030 (1) I' ATA 1N HIGH B—TH EPDXY, (MIN. 0' =-D.) IN CPNO, (24) BOB Y' s 2h'LOCO Y_RE.b ILBF; 41— _'OOD KcW3) HD1E or TDX to 51!0 (V 12' AB. IN HIGH 5TRENGTH EPDXY, (M N l' =MBEDJ IN GONG- (3) 3/4' ST,.D EO_T5 TO --COD 0.6F: (4) 1/3' EO! TS) (n MBHA 356/11_53415 5330 _BT X!?U 3165 1.30 ; R SM 5CN. (1) 3/ T N HIGH 51c\GTH =FOXY (M N. a.15- EMBEOMENT) 1N C.N.J. TOP (1) 3/4' ATR N H 4 5TR_ TH FOXY, (MIN.'.: 5' EMX'rGI=NT) N CML FAG=, lialCd TO BEAM JSP (1) IR' J BO T Of MH- NI— a. =ME=D. I NOT _E35 THAN FROM SDG- Or GONG J/ 3/4' DIA ITJ RAI -15 -Ti REDD DIN BOLT 5 -=EVE ANCHOR GR EO i J/ MIN. E E=D DEPTH N5TA_LPD N TH:= FACE. 4. 11� W1-0 HLYS _ (WOOD) (FLR) 3035 32a5 (ROOF-) 4U54'2iF 2530 /FLS 3060 3225 (ROOF) (IO)'6d TO r_..G_R, (.D)!bd TO L'COD .SP: 6_ -ME AS 5'MPBO:N Q HU G4:O (CMU) ',S'O 5055 ID410 IF I?O7 3117 (!3) 1/4' x 2-3/." TITEN (5 FER FLANC-E) TO CMU, (10) loci TO l':00D: ('_'SF: (19) I/4' x 3' W$3 YREL"5 CO) !Od TO WOOD. HUC210-2 (CM'J) 15:0 7097 HD2!o-2',F 1?D7 3115 (15) I/, x ?-3/, TITEN (9 FER FLANGE) TO CM'J, fI0110d TO WOOD: (U5P: (a)1/4' X31-153 BCREWS, (i0) !Oci TO WOOD HU'C210-3 (C—) V. 41-O'0 ID21O-3iF I'_o5 3115 (a) I/, x 2-3/4' TITEN (3 PER F! ANGE) TO CMJ, NO) lod TO WOOD: ('J5P: (15) 1/4' x 3' 'L53 5CREIL'5, (10) !Od TO WOOD ,430 ""=- NO 'JSF CONVER510N FGR 51MF50N I C'JM?6-?-SDS (4) 3/3' x 4' TITEN ID ANCHORS (2 PER FLANGE) TO CMU, (4) 114' X 2 I/?' SDS SCRE15 TO'WOOD H'G-H 5TRPNGTH EPDXT - 5IMF5ON '5PT EPDXY-T:E'. CONTACT TIE ANCNCR NG SYSTEMS. AR NH _CT.ENGII: OF FOR LRITTEN AFFROVAL FRICR TO 5,:B5TITUTING FOR 5'. MILAR EFOXT FROD'JCTS OR USF - CIA ACHEBIvE + WHERE ANCHOR EMEEDMENT 15 GREATER THAN 1' DEEP, tIE VERTICAL CPL! IN C.M.W.W'A! ! FNST 3E FILLED 50! ID u/ GROJi. :. 'Od COMMON NAIL5 CAN BE 5L55TITUTED 'WITH !Od x I Ill' NAIL $ FRICR TO INSTAL! aTION. IN CONJUNCTION 'LITH A 231 REDUCTION IN TIE ALI O'J1A5LE LOAD. URI— AFFROvAL FROM THE ARCHITECT 15 REO'JIRED FOR THIS APPLICATION (n MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM E EEDMcNT INTO TnE FOUNDATION WILL 3c l' W H ATR � A-3Dl ALL TH.'cAD ROD (SLE, rROT=_CTION TYPE, LENGTH, ETC. VARIES) O5ECAU6B GF TIE WIDE VARIETT Cr MATERIA! 5, ! OGATIGNS, ;J.'D CONDITIONS THAT MAY AFr=�T CONK=_CTGRS, THE GONTR:.^_TGR MUST BE 2SPON513LE FGR MA<iNG S.RE THAT TIE PROPER CGRR06101N FRO CTION SED. 'WHEN 'JBIING 5TA!N! E55 STEEL CONNEGTGR5, 'J5E 5TAINLE55 5TEE! FA5TEN ER5. W:;.EN U5iNG ZMAX / IDG G=L VA.NIZ -D CONN=GTGRS, JBB F- 5tENcRa GALVANIZED FER _-STM-=!53 15=_ Or EXFAAN510N ANCHOR5 WILL BE EVA -DATED ON A.NI INDIV DLA_ EA -5i5 AND ML5T HAVE -RHT=N Arr ROVA- r<OM T '. ARCHIT T NH:N==R . r RECG.J FRIOR TO JSE. _ QOM GTGR VA_.E5 5A5ED ON S r r5ON '..0OD GON5TR.ICTION CONNECTCRS C -2O.3' ,'HIGH JND RE5 STANT GONSTRJCTION ...-:09, AND NCHGRNG ( FA5T=N INS 5Y5TE_ 5 FOR 1 MASONRY CAT,^ -LOG 5 20,2. 2 x 12 (•2 SYP) i/16' 055 (TYPJ NAIL (3) 127 a TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO g'_0' UN.O. 4' -II 1/2' -1'-11 1/2' AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH 5TUD5 2 AT EACH ENE) OF HEADER 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, URO: • 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 BRCS. HEIGHTS 5'-8, arm...... 9' 4' BRG. LOAD BRC. WALL NON -ERG. WALL n V <t n SECURE TO PT 6x6P05T W1 (2) M5TA-24 POST TO - u C2) I X115 2.0E LvL — —u— — SLA5 W/ABU-66 CJ2 iu ui CJ2 (2 -TYP)11 1111 I CJ4 J y u u u a > I CJ4 111 —?-1 C"14 F01 I� IIIA � �IIIII I I -!w X1111 F02 HUC-410 VIIIr HUC-410IIuI p _ F-71 --- --- ---- --- --- ---- ----1 I I II II II III II 11 II ill II II II 11 II I I �I II I LL1 l7 I B @ @II II@ II@ II@ II@ LL I1�L 1�1 11iL I 1�L 1�L LL LL 1W1. LL I I!L r II II III II I 1 II II I I _ I I II II II II II II II III II II II II 11 I 1 II I -- I II I - i I I I I - ( I II II II II � II II II II 1.4 —., II II II II I I rl i I I i I I II II II II � II II it ill II IIII II II II 1 4 I I I II I I I I( I I I N I - II II II II�OII II II III II IIII II II II i - II II II II I I10�-II II I it II N I ( I I(L II 11 I I - J II I I II ( II It II--II1 FL05G I r I I I I Q f I I I I 11 I I/ I I it it I I I I I I I II II II II(�/ � II IIIC II II II II L lJ� r �FL04 FG2 r R 0=_ - - - - - - D5 I I TRUSS TO 4x4 POST ■� ATTACH (2) 2X8 5M STUD UJ/ W/(2) MTS -12, POST TO SLA5 HTT-4 IF TO FRAME W (2) MT5-12 ■ Ip 2) MTS-12—�I_ 7 (3) 2x8 HDR UJ/ DBL. STUDS - = FL03 ATTACH (2) 2X8 5M ■'' UNDER HEADER TO CMU W (2) MTSM-12 �® _ _ _ — - _ _ _ _ _ _ � FL03 (2) 2X8 BEAM L n 4X4 � DBL STUD P05T FLO3 3 f DBL STUD _ _ _ _ _ _ _ = r FL01 FL01 `t1� u u n 1 _■ 1- raj _ 1 r I r Tit a I p� F ------------------------------------------------ 1(2) META -16 l `--- -- DO1 (2) META -16 I�- I A r•A —A--R---R--A -A--A --A A I�� I FIRST FL0uf_\R FRAMING PLAN .. A R C H IT E C T S Design Grou ll,c. 1441 N. RONALD REAGAN BLVD. LONGWOOD FL 32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � gnu SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHrTECT: STATE OF FLORIDA SEP A DAVE: 9/17/18 S ALE- 1/4"=1'-0" SHEET or 9 C ER SPAN CHART SIZES PER CHART, U.N.O.) SINGLE STORY APPLIGATION SIZE CONNECTOR S HEDiLE CONTROL DATE: DT-DI-iS 05L 2 x 6 SIMPSON DEL 2 x 8 USID DEL 2 x 10 l'-0' TO 10'-0' DBL 2 x 12 DES. UPLIFT GRAVITY DES. J UPLIFT GRAVITY FASTENER UP TO 5'-0' META -!'o 1450HTA !6-'3 1400 (1) !01( x 1 In' I -PLY, (6) !6d 2 -FLY, ('J5F: (10) 12d X I In' - NO 16d OPTION) 8'-0' AND OVER (2) r:ETA-!b 1935 1900 (2) HTA !6-13 2300 (11) 101( x 1 In' -PLY, (JSP: (!011.1( x 1 In') (I4) Ibd 2 -FLY (USP: NO `.b1( OPTION) HETA :6 131D HTA 16 !615 (9) !Od x 1 1/2' 1 -PLY, (3) !6d 2 -PLY U'5F: (!O) )O1( x I In', NO !6d OPTION HETA-?. 13!'1 HTA 20 !615 /9J'Od x I In' I -PLY, (a)!bd 2 -FLY U5F: CO) 101( x 1 In', NO !bd OPTION y. Ly 0):,ETAdO ?.35 2300 (2)HTA-2D 3110 (ID) !Cd z 1 In' I -PLY U5P: CO) Of x I In. (12)!64 2 -PLY (USP: NO !61( OPTION) z O 'GT -2 2!50 L'JGT-2 13!5 fl) - I/4' x 2 I/4' TITEN, 2 FLY ('JSP: 5' iC (5) 1/, 'J3, W00D ( la) !2d V) DETAIL -20 2420 NO U5F CON,=RSION FOR 5MFSCN DETAIL -20 (13) - !O1( x 1 In, I FLY MGT I 3965 MUST 4022 (11 3/3' AT.R W HIGH STREtw-.TH =rOXY (MiN. !?' EM3ED), (22) I.1( TO 'WOOD 0U5P: (23) !Od TO WOOD) HGT-2 10339 HUST-2 93'05 (2) 3/4' A.TR :N HIGH STRENGTH EPDXY -N.12' EriEEDJ, cb) !zd TO WODD OJSP: UOOD (3) !Od) :lT-3 12530 H'JGT-3 9365 (?13/4' A.TR IN HIGH STRENGTH EPDXY (MW. 12' EM3EDl, (16) 104 TO W2DD (USF: WOOD (3)!01(1 LC-T3-SDS2.5 3235 I VT -3 5332 (!2) 505 1/3',2 In' TO G1vER (i) 3/3' x 5' TITEN HD TO'JA'_L ('JSP: GONG (4J 3/3' X IIUEDGE EOLi, WOOD (!21'1525; LTA2 1211 PAR?LLE1 TO WALL 1425 PERPENDICULAR TO _A__ LPTA 1555 (18) IDd x I -In' (U5F: (!0J !D1( x I IR' ,GT 49.0 NO USP CON`/=RSION FOR 51MF$CNI VGT (I) 5/3' Al R. N HIGH 5TRENG-TH EPDXY (MIN. 12' E"iE=D), ('a/ SDS 1/4'X3' TO WOOD (2) •-T 1!35 NO U5P CONV_:mSIO:N FOR 5IMP5GN (2) VDT) (2) 5/3' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMEED), 021-SD5 1/4' X3' / 2 FLY MT5-1? 1220 MTW 12( 14) (I4) !Od x I In' (U5P: (14) 121( x I In', (14) IOd) HT5-16 1152 HPL !6 1661 (16) !Od x I In. (U5P; (!6) !Od x 1 1/2', ('b) IOd) H75-20 1450 HPL 20 2045 (24)!Od x 1 In' (U5P: (24) I0d x 1 In', (20) !Od) HTs-zb !451 H7lI 24 2045(?4) Izd xI' NSF: (24) IOd x 1 02', (2O) IOd) L5TA-!2 . -- LSTA !2 9lz CO) !o i u5F: Vo)Od LSTA-:3 . 1235 L5TA'3 136D (14)'Od U5P: (!4) !Od M5TA-13 . 13i5 META -13 1315 (:,)!Od 1:5P: ('4)104 v) 115TA-24 !S4O META -24 1152 OW -11d J5F, Ca) 124 MSTA--:• 2.5D M5TA3O 2140 <22) Od U5P: (22)'.d Cm5TA-3S 7050 M6TA-3'a 2a25 (2a) 'Od U5P: (26) 1-11( 3302 iK5TI 23a D9D (3b) IOd x I In, USF: (36) 101( x 1 In' U) M.5TI-43 5165 (75124,1 4250 (43) !Dd x I In' U5F: (43) IOd x I In' H6 9SO LFTA 6 ip5 (3) 3d TO PLATES, (3) 1(d TO 5TUD5 (U5P: (16) 3d x I In', (!6) 3d) 5F4 335 5PT 4 a45 (6)!1d x I In' TO 51D5 U5F: (6)!21( x I In' TO 5TUD5 '34 395 MF 34 410 (4) 3d x I In' TO EE -'M, (4) 2d x I In' TO F05T. U5F: (4) 3d x I In' TO SEAM, (4) 5d x I In' TO FOST. HCS - HHGF 2 1070 (12) bd x I In, USP: (!Ol :O1( x i In' TO TRU55, (IO) IDd X I IR' TO PLATE H!OA 1340 RT IbA2121 (13) !Od x I Ill' U5F: (9) !Od x I In' TO TRUSS, (2) 10d X I In' TO PLATE VC --T 1 HDU4 4=65 PHD 4A 4535 (!01 -SDS 1/4'x3' TO WOOD, (IDJ-SD5 1/4'x2 In' W/ THREADED ROD, (2) NJTUWASHEF'n FLT U51: 5/5' ATR MIN. l' Er3ED 5ET IN HIGH STRENGTH EFOXY, CO) 15'J tl O 3CRE15 VGT (HDl3 4940 TOX !D 5110 (!6)-SD5 1/4'::3' TO WOOD, (3)-3/4' 5110 50-T5 W/ THREADED ROD, (2J NUT5N' ASHERn PL Y U5P: 1/6' ATR MIN. l' EM3ED 5ET IN HIGH STRENGTH EPDXY. (4) 7/3' THRU-EOL TS AE'J 44 22.0 - PAJ 44 2535 b115 (U 5/5' A.T.R. IN HIC-H 5TRENSTH EPDXY, (MIN. l' HM!5aDl IN CONC, 02)'bd TO L"'DJD 'JSP: SAME AB 5,rF5CN AEN) b6 2302 12000 FAU — 2535 13315 (I) 5/3' ATR. IN HIGH 5TRENGTH EFOXY, fMYL 1' EM5EDJ IN CONC, (121!bd TO WOOD 'LSF: 5AME A5 311PSCN V) LTTI9 1340 LTS 19 1225 (U 3/4' AT5 IN HIGH STRENGTH EFOXY, (MIN. l' Ei`EEDJ IN CONC, W -h ( TO WOOD U5F: 5A'IE AS 51MF5GN U LTT2.3 :.. :522 LT3 "<03 1!25 (U In' ATR. IN HIGH 3TRENSTH EPDXY, fMIK 1' EMEEDJ iN CO\C, CO,Od TO'�OD U5P: 3/4' ATR MIN 1- EI':3ED 5ET IN HIGH 5T,R-NGTH EPDXY. (12) 1Od, CW !Od x 1 1n•, 2-1n• T_ U HITS +455 HTT45 4465 (1)51 3' A.TR iN HIG'H STicNGTH EPDXY fM-N. l' EM3ED) IN CONC, (13) 50'19 X I In' NSP: (10) !6d X 2-In'1 U5F HAS M:G.E= NA!L OPTIONS: (20)!01(, (?01!01( rt I -In', z Q HTTS 5090 HTT45 5430 lIJ 5/5' ATR. IN HIGH 5TREN'GTH EPDXY (MIN. l' ErEED) IN CONC., (201 !b1( X 2 In' (U5P: (20) Ibd X 2 -In') U5P H15 MORE NAIL OPTIONS: (23)!21(, (23) IOd x I -In', (201!61( x 2 In' H1DOII-5D5 2.5. II,A-ID :PHD 11 120jO (1) V ATJR A HIGH 5TRENGTH EPDXY, (MIiN. !O' E—DJ IN C C, f24) SD5Y' x ?Yi• WOOD YRE'WS (J5P. f24) l53 '-- SGZJS) HD1E 6'045 5112 (U 1/3' A3 N G T NSTH EPDXY, (MIK 1' ErEED )1N CONC, (3) 3/4' 5TUD EOLT5 TO WOOD (U5P: (4) 1/3' EOL T5) MEHA 336/11_5 34 i5 5330 NFIM35X12U 3!65 1130 5 f F5 . (113/+ .-.TR IN H:G:1 5TR=NGTH =FOXY, —N. a.la_ E_DNENT) N CMU. TOF, (1) 31- AT.R W HIGH STRENGTH EPDXY, —N. 6.15' ET"EEDMENT) IN C-1 FACE, (131121( TO SEAM U5F, (I) In J-EOLT 'J/ MINIMUM b: EM_3ED. 3 NOT LE55 THAN 4' FROM ESE OF CONC "J/ 3/4" DIA IT'W 1RAMSEIREDHEAD DYNA EOLT 5_==,/_ANCHCR OR EO. W.M.N. 5' EI.13ED DEPTH INSTALLED W TH'E FACE, A LJ U HJ5C4!2 (WOOD) ab0 (PLR) 3b35 32'05 (ROOF) HU54121F 2539 (FLR) 306D 3225 (RAF) _ (!D) !ad TO HEADER, (I0) 16d TO DC— U5P; 5--mA$ S:MF30N QH'JC4!1 (CMU/ 13!0 5235 HD4!0 IF 19.5 3115 Ca) 1/4' x 2-3/4' TITEN (9 FER FLANGE) TO CMU, 00) !O1( TO WOOD: (USF: (13) 1/4' x 3' W33 5CREW5, CO) !Od TO WOOD. T H'JC2lO-2 (GMU) 13!0 5205 HD210-2!r 1915 3115 Ca) 1/4' x 2-3/4' TITEN (9 FER FLANGED TO CMU, (10) IDd TO'�D: ('U5P: Ca) I/, x 3"153 YREW5, CO) IoTO WOOD C210-3 (Cm) !319 .11 HD2!1-31F 1925 3115 (13) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (ID) !Dd TO WOOD: ('USF, (13) I/_ x 3' a3 5CRE'15, (!0) !.1( TO WOOD LGJM26-2-SDS 1 1430 "-- NO U5P CONVERSION FOR 51MPSON LGUM2'0-2-505 (4) 3/5' x 4' TITEN HD ANCHCRS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 In' 5D5 3GREW5 TO WOOD HIGH STRENGTH EPDXT - SIMPSON '5ET EPDXY-TIE'. CONTACT THE ARCHITECT,ENG':NEER IF RE=CORD FOR WRITTEN AFF OVAL PRIOR TO 51:E5TIPJTING FOR SiM!LAR EPDXY FROD.1-5 OR U5P - CIA ADHE51V= ANCHORING 5YSTEM5. EIEEDr:ENT :5 GREATER THAN 1' DEEP, THE 'F_RTICAL CELL IN CMA.'!,'ALL MUST 3E FILLED 50L!D u/ GROUT. !Zd COMMON NAIL5 FRIGR TO INSTALLATION- CAV EE 51 55TIT'JTHD WITH !Od x 1 In' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALI OWA3Lc LOAD. WRITTEN AFFROVAL FROM THE ARCHITECT 16 REOUIRED FOR THIS APPLICATION V) .• MINIMUM EMEEDMENT INTO THE TOP IF A EONDEEAM WILL EE 5', MINIMUM EMEEDr i_ T INTO THE FOLN'DAVON WILL EE 1' W H 0 AT. = A -EDT ALL THREAD ROD (51ZE1 PROTECTION TYPE, LENGTH, ETC. VARIES) ==,_A,5= OF THE WIDE VAR:ETY OF MA7ERIAL5, LOCATIONS, AND CONONION3 THAT MAY AFFECT CONNEOTCR5, THE CONTRACTOR I11U5T EE RE5FON5!3L= FGR MAKING 51.RE THAT THE FROFER CORRO510N PROTECTION .n' --EN U31NG STAINLESS STEEL COM1NEGTCR5, J5E STAINL=55 3TE= FA5TENER5. e EN U51NS ZMAX / HDG C-AL`/ANIZED C-1ECTGR5, U5E FA5TENERS C-ALVANIZED PER A5TM-A53 J5E OF EXPAN5ION ANCHORS WILL EE E`/AL'JATED ON AN INDIVIDUAL EA515 AND MJ3T HAVE WRITTEN AFFROVAL FROM THE ARCHITECTiENSINEER OF RECORD FRIGR TO USE. _ COI EGTCR VALUE5 EA3ED ON 511 r5ON "WOOD 1-5TRJCT!ON CONNECTORS 1-2013' ,'HIGH WIND-,�-S!STAVT C-5TRUGTIO4 C -H163, AND A.N'GHGRiNG f FASTENiN'- SYSTEMS FOR CONCRETE i MA5ONRY CATALOG. ..3-2012. C ER SPAN CHART SIZES PER CHART, U.N.O.) SINGLE STORY APPLIGATION SIZE CLEAR SPAN 05L 2 x 6 UP TO 5'-4' DEL 2 x 8 5'-4' TO 1'-0' DEL 2 x 10 l'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TIDO STORY APPLICATION DOWN STAIRS 51ZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' D5L 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER 2x12 (+'2 57P) 7/16' OSB (TYP.) NAIL (3) 12d o &'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WIALL AND HEADER STUD REaUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4' -II 1/2' l' -II 1/2' AND UP NUMBER OF HEADER 5TUD5 SUPPORTINCs END OF HEADER 1 2 3 NUMBER OF FULL LENGTH 5TUD5 2 AT EACH END OF HEADER 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 TRUSS TO (2) 2X8 DSL STUDS U1/ HTS -16 I I � I D5 I PSL- LINE OF 15T STUD FLOOR SELOUI CJ5 CJ -3 CJI LINE OF IST FLOOR 5ELOU1 I I I I I I I I I � I I I I I I u 3 U u 0 I I I I I I I I L LINE OF IST FLOOR BELOW _ _ _ _ _ _ _ _ -- j SECOND FLOOR ROOF FRAMING PLAN • 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.abdeslgngroup.com AA #: 0003325 FBDIV. & LOT: SINGTON ESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT- STATE OF FLORIDA SEP 18 DA E: � 9/17/18 s ALE:`1/4' =1'-0" SHEET 7 Og 9 �IIIIIIII'� Lv�00m�■a0� FBDIV. & LOT: SINGTON ESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT- STATE OF FLORIDA SEP 18 DA E: � 9/17/18 s ALE:`1/4' =1'-0" SHEET 7 Og 9 EXTE PRE -ENGIN 5TRAPP ING PER i PRECA° P.T. Ix2 W1 t ENTRY FRAMING' SECTION SCALE: 3/4 = P-0" 2x 5TUD5 PER GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 21. INSULATION PRE-ENGINEERED FLOOR TRU55 SECURE PER FRAMING NOTES RECE55ED PRECAST CONC. LINTEL A R C H I T E C T S Design GrOU inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngro up.com nn �. nnnz�nc SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: ENTRY FRAMING SECTION ARCHITECT: STATE OF FLORIDA SEP 10 9 /17 /18 P CALF: 1/4"=l' -O" SHEET 0 OF 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SUMMERLAND MODEL TRANSFORMER BANK: 50kVA LOAD INFORMATION VA 2421 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 7,263 (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 PHONE/ DATA SUBTOTAL OF GENERAL LOAD 48,509 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 38,509 VA x (4) 15,404 TOTAL NET GENERAL LOAD 25,404 3.5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 PROVIDE CONNECTED 200 ELECTRiQ4L RISER 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 COLD WATER PIPE. NOTE: NET GENERAL LOAD 25,404 NET TOTAL HEAT 10,450 TOTAL LOADI 35,854 CALCULATED LOAD FOR SERVICE 35,854 VA / 240 V= 149.39 200 AMP SERVICE (3) " I THHN/THU,N COPPER CONDUCTORS, (U " , THHN/THUJN COPPER GROUND IN 2" CONDUIT. CABLE / Tv WEATHER PROOF BOX GOND. LU GFI fic I I GREAT ROOM I 1 1 F FAN/CEILING PRE -WIRE \ II II \ I I ` l Fl � II IF /I / I I ®s nicrt.D. / I � SWITCH UPSTAIRS `\ .I I � II OF FOYER i �PWDR. WF ENTRY — — II II II II I I LANAI I I II II II � II II II II I II II ` II II \ w ZI I DINETTE GFI� I-iiZe" I L--- A � 1 I II � I /CFI � I � PUSH BUTTON I i FOR DISP. GPI KITCHEN i OPT. � _ � � a I STUDY Sm wH � I I I GFI I l 42' AFF. 42' AF.F. i / GFI 10 42' AFF. ( I I 2 CAR GARAGE I I _ I I GFI CLC. I 'ILQi OUTLET — ------------------------- I DED. 20 AMP OUTLET FOR M. WAVE METER, VERIFY LOC. FIRST 1L LO U'R ELECTRICAL PLAN SCALE: I/4 = I'-0 ° ELECTRICAL LEGEND 57M50L DEFINITION NOTES 110V OUTLET ELLIF'PED LLV GRat✓D FaLLi 411E14FTER (TAMPER TEB18ia1T TYPE) ® 110v FLOOR EW IFfED w cROvm Farr OUTLET rt(tElapiER (TAMPER I�sisiaat TTFE) 110Y SWITCHED EMIFFEDV CiRCW F°NTERPTER Lu -t lU otITLEi rraMPER]W-elerart TYPE) 110Y GFI EpllppED WI r FaY.i OUTLET (TAMPER Mlsravr �II�III'' TYPE) V1Y 220V OUTLET a URE cCMEcrIcN VVI' EXTERIOR WATERPROOF OUTLEi 5o11TCH �gSWITCH 3-LLWT OF£RATIGN $4 SWITCH a-uwY oFERanoN �p DIMMER SWITCH 4 WALL MOlCd7Ep LIGHT r-,\ WALL SCONCE FFE-WIRE CEILING MOUNTED LIGHT O RECESSED CAN O, VAPOR PROOF RECESSED CAN VENT FAN k! PENT FAN W/ IAC LIGHT 24' LIGHT STRIP 48' LIGHT STRIP FJOROWN ESCENT uRaaaavro 24' FLUORESCENT FLUORESCENT ® PANEL STRUCTURE) Wim PANEL METER SMOKE Barr. anac-uP uu H4Po:UARE 0- DETECTOR B11EFiCaaE-ciEo ® CARBON MONOXIDE Ban. earac-w uu W+FDIURE DETECTOR rrtErx*rrEcrEn 5r1oKE / CARBON ® MONOXIDE ten' eadc-0' 1W unRWRE DETECTOR COMBO Q+rEGt� PENDANT LIGHT T TELEPHONE ' JACK 4 GAS CUTLET cEaur, Box REauSEo TO BE © CEILING FAN / VIPPMARW ORtEp N acccRoarrcE uv LIGHT �� MBF£GTION cEU4 Box REailra-n TO DE Q J -BOX srFFORtEv N acccr+oatE uu BOX MMd:ED a5 BUCi1 FOR wsFEcnaN O SPEAKER PRE -WIRE FLOOD LiGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. DISGCNJECT TELEVISION JACK EMERGENCY LIGHTING C� DOOR CHIMES NOTE: -PHONE OUTLETS 8 TELEVI510N JACKS TO BE DETERMINED BY BUILDER A R C H IT EC TRANSFORMER BANK: 50kVA VOLTAGE: 1Fi20/13200-240/460V NEMA 3R 200 AMP SERVICE: SINGLE PHASE 120/240 TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS AT SECONDARY SIDEt (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 19390 amps CAN POWER COMPANY 200 TRANSFORMER AMP. PHONE/ DATA WEATHER PROOF BOX SERVICE BY OTHERS INTERSYSTEM BONDING TER` INAL AT LOW VOLTAGE CONNECTIONS GRADE LINE PROVIDE CONNECTED 200 ELECTRiQ4L RISER EEE ENCASE FOOTS AND ,4Mf= COLD WATER PIPE. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL- BOND/GROUND TO COLD WATER PIPE. CODES, AND THE LOCAL POWER CO. CABLE / Tv WEATHER PROOF BOX GOND. LU GFI fic I I GREAT ROOM I 1 1 F FAN/CEILING PRE -WIRE \ II II \ I I ` l Fl � II IF /I / I I ®s nicrt.D. / I � SWITCH UPSTAIRS `\ .I I � II OF FOYER i �PWDR. WF ENTRY — — II II II II I I LANAI I I II II II � II II II II I II II ` II II \ w ZI I DINETTE GFI� I-iiZe" I L--- A � 1 I II � I /CFI � I � PUSH BUTTON I i FOR DISP. GPI KITCHEN i OPT. � _ � � a I STUDY Sm wH � I I I GFI I l 42' AFF. 42' AF.F. i / GFI 10 42' AFF. ( I I 2 CAR GARAGE I I _ I I GFI CLC. I 'ILQi OUTLET — ------------------------- I DED. 20 AMP OUTLET FOR M. WAVE METER, VERIFY LOC. FIRST 1L LO U'R ELECTRICAL PLAN SCALE: I/4 = I'-0 ° ELECTRICAL LEGEND 57M50L DEFINITION NOTES 110V OUTLET ELLIF'PED LLV GRat✓D FaLLi 411E14FTER (TAMPER TEB18ia1T TYPE) ® 110v FLOOR EW IFfED w cROvm Farr OUTLET rt(tElapiER (TAMPER I�sisiaat TTFE) 110Y SWITCHED EMIFFEDV CiRCW F°NTERPTER Lu -t lU otITLEi rraMPER]W-elerart TYPE) 110Y GFI EpllppED WI r FaY.i OUTLET (TAMPER Mlsravr �II�III'' TYPE) V1Y 220V OUTLET a URE cCMEcrIcN VVI' EXTERIOR WATERPROOF OUTLEi 5o11TCH �gSWITCH 3-LLWT OF£RATIGN $4 SWITCH a-uwY oFERanoN �p DIMMER SWITCH 4 WALL MOlCd7Ep LIGHT r-,\ WALL SCONCE FFE-WIRE CEILING MOUNTED LIGHT O RECESSED CAN O, VAPOR PROOF RECESSED CAN VENT FAN k! PENT FAN W/ IAC LIGHT 24' LIGHT STRIP 48' LIGHT STRIP FJOROWN ESCENT uRaaaavro 24' FLUORESCENT FLUORESCENT ® PANEL STRUCTURE) Wim PANEL METER SMOKE Barr. anac-uP uu H4Po:UARE 0- DETECTOR B11EFiCaaE-ciEo ® CARBON MONOXIDE Ban. earac-w uu W+FDIURE DETECTOR rrtErx*rrEcrEn 5r1oKE / CARBON ® MONOXIDE ten' eadc-0' 1W unRWRE DETECTOR COMBO Q+rEGt� PENDANT LIGHT T TELEPHONE ' JACK 4 GAS CUTLET cEaur, Box REauSEo TO BE © CEILING FAN / VIPPMARW ORtEp N acccRoarrcE uv LIGHT �� MBF£GTION cEU4 Box REailra-n TO DE Q J -BOX srFFORtEv N acccr+oatE uu BOX MMd:ED a5 BUCi1 FOR wsFEcnaN O SPEAKER PRE -WIRE FLOOD LiGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. DISGCNJECT TELEVISION JACK EMERGENCY LIGHTING C� DOOR CHIMES NOTE: -PHONE OUTLETS 8 TELEVI510N JACKS TO BE DETERMINED BY BUILDER A R C H IT EC / HOMEOUJNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE T S Design Y 1 o U lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #:0003325 SvsDiv. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT: R20615-063/00001 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHffECT: STATE OF FLORIDA SEP 1 a 9 SHEET OF A R C H I T E C T S Design r®u P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r svBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063 00001 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA SEP 1 8 D"h: 9/17/18 11 s CALF: 1/4"=1' - 0" SHEET 9.1 OF 9 svBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063 00001 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA SEP 1 8 D"h: 9/17/18 11 s CALF: 1/4"=1' - 0" SHEET 9.1 OF 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-5RACING REQUIREMENTS SHIM A5 NEEDED SHIM AS NEEDED INSTALLED PER SECTION 8905 OF THE FBCR, RE -ENGINEERED TO PLUMB JAMB. I TO PLUMB JAMB. III 6TH EDITION (2011) CABLE ROOF TRU55 ❑ DO NOT EXCEED 4 ❑ p0 NOT EXCEED 4 8" CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRU55ES I° I° AT FIRST (2) BAY5 5 2 DRYWALL 5 2 DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAIL INC SCHEDULE' ° P.T. Ix4 or 4°x4" MIN. P.T. Ix4 or -°x4 MIN. (4 0 O.C. SHEATHING SEAMS) (SEE WINDOWiDocR JAMB BLOCKING Ix4l or Ix2 P.T. NAILER (SEE WINDOWADOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE- FASTENER SCHEDULE FOR ATTACHMENTS POOR CASING FASTENER SCHEDULE FOR ATTACHMENT POOR CASING SCHEDULE 2x6 SUB -BAND— STIFFBAGK AT ALL UPRIGHTS L VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OCR JAMB / WINDOW OVER 4' 10° NIGH MEMBER wl (?) 12d NAILS 8° FROM (ATTACHED TO BLOCKING 5 ° !' TEXTURED GEMEENTITIOU5 COATING MIN. (ATTACHED TO BLOCKING a = (AS PER TRUSS ENGINEERING) PER MFR'S SPECIFICATIONS EACH END and 18" O.C. MAX P.T. Ix4 or 4"x4 MIN: PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ (PER ASTM C9?o) , OVER PAPERBACK SECURE P.T. 2x8 TO BLOCK w/Y° x 9' (1)16" TAFICON (MIN. EMBEDMENT I I') EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATERANCHOR BOLT w/ 2' WASHER, TH IN WINDOW TO BLOCK +/ or , / WINDOW TO BLOCK +3 8 FROM EACH END and a 18° Q.C. MAX FE615TANT BARRIER, OVER PER PLAN WALL SHEATHING (TYPE AND ATTACHMENT 51MP50N or USP RICH STRENGTH EPDXY ( 3 �� ' S ") ( ") METHOD PER "NAILING SCHEDULE'(6° MIN. EMBEDMENT a 32' O.G. MAX) or DOOR JA1TB TO BLOCK (+� Or +�) DOOR JAMB TO BLOCK (+3) 11) DRIVE PIN, 8° FROM EACH END and SECURE CABLE TO 2x8 P.T. PLATE 4E a 18" O.G. MAX scaLE: r=r-o' SCALE: I'=r-O' w/ 12d NAILS a 8' O.C. MAX i` Y Y Y Y) MIN. SHANK 51ZE .145 r MIN. HEAD 51ZE .300 A2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I " W — TRUS5 w/ (2) 12d NAILS 4 PLASTIC OR METAL WEEP SCREE i INSTALLED a MID -POINT OF TRU55 SPAN NOTE: NOTE: 2" TEXTURED CEMENTITIOU5 - or 10'-0' O.C. MAX SHIM A5 NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB.ib' APCON SECURE TO BLOCK w/ (U T G926) OVER GM's— ❑ EXCEED 4' ❑ p0 NOT EXCEED 4" (MIN. EMBEDMENT 1 4°) 8" FROM EACH (R VALUE PER ENERGY CALLS) DO NOT �^ a' GYPSUM BOARD OR ?" HIGH STRENGTH 8" CMU BLOCK END and a 18° O.C. MAX 8' CMU BLOCK or P.T. 2x CEIL INC BOARD 2" DRYWALL i" z DRYWALL (1) DRIVE PIN, 8" FROM EACH ENE) and q BLOCK WALL SECTION — GABLE ROOF ONG. FILLED U -BLOCK w/ (u «5 (SEE WINDOW/DOCK JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or a°x4° MIN. Ix4 or Ix2 P.T. NAILER a 18" O.C. MAX 1 SINGLE STORY SCALE: 3/4'=1'-O' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT) DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING 16' 055 (4' WIDE MIN.) MIN, SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW 5ECURE 2nd 2x TO STRUCTURAL POOR CASING MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAIL 5 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 14 SHINGLES OR TILE (PER COMMUNITY SPECS) EC (ATTACHED TO BLOCKING PER MFR'S 5P'"..IFIGATIONS EACH ENE) and a 18° O.C. MAX OVER'30 FELT PAPER (OR APPROVED EQUAL) PER MFR'5 SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE F5CRNOTE: SECURE TO BLOCK w/ (2)16" TAPGONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 I 8" F°) ROM EACH / DOOR JAi4TB TO BLOCK (+1 �) THROUGH NON-STRUCTURAL MEMBER (Ix or -1, 055) ENE) and a 18° O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT SIB w/ 4' TAPGON MIN. 14' EMBEDMENT INTO BLOCK or METHOD PER °NAILING SCHEDULE" scaLE: r=P-m' (2) DRIVE PINS, 8° FROM EACH ENE) and RE -ENGINEERED ROOF TRU55 a IS' O.C. MAX EMBEDDED STRAPATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 Yt6) MIN. SHANK 51ZE .145 SIZE (PER PLAN R -VALUE PER ENERGY CALLS) NOTE: DOOR JAiVTB TO BLOCK (+3 %6) MIN. NMBpDMENT 101-0E�J" S SHIM AS NEEDED F 4 TO PLUMS JAMB. METAL DRIP EDGES — = a' GYPSUM BOARD OR 2' RICH [1p0 NOT EXCEED I° 2x6 5U5 -BAN ARD P.T. 2x8: SECURE TO BLOCK w/ (2) 16° TAPCON5 VENTED STRENGTH CEILING BO8' CMU BLOCK ONG. FILLED U -BLOCK w/ ;° DRYWALL NOTE: (MIN. EMBEDMENT I I") 8" FROM EACH ALUMINUM 5OFFIT (1) O5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM A5 NEEDED END and a IV O.C. MAX ['ER PLAN; (SEE WINDOW/0008 JAMB BLOCKING OSB l4 WIDE MIN.) TO PLUMB JAMB. or RECAST LINTEL i° WINDOW (PER PLAN), (SIZE A FasrENER scHEDULE FOR ATTACHMENT 6 1 ° (2) DRIVE PIN5, 8" FROM EACH END and AND REINFORCEMENT DOOR CASING DO NOT EXCEED 4 R. PER PLAN) POOR JAMB /WINDOW a SPECIFICATION 8' CMU BLOCK la' O.C. MAX ATTACHMENT PER MF (ATTACHED TO BLOCKING MIN. SHANK 51ZE .145 PER MFR'S SPECIFICATIONS z DRYWALL MIN. HEAD SIZE .300 NOTE: P.T. Ix4 or 45'x4'MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14° STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIPE MIN.) WALL IN5ULATICN FASTENER SCHEDULE FOR ATTACHMENT I THROUGH NON-5TRUGTURAL MEMBER (Ix or i' 055) DOOR CASING Rq PRECAST OR POURED IN (R -VALUE PER ENERGY CALC5) o SECURE 2nd 2x TO STRUCTURAL P.T. (2) 2x4: w/ 16" TAPCON MIN. 1 I' EMBEDMENT INTO BLOCK MEMBER w/ l2) 12d NAILS 8" FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (U 4' TAPCON PLACE SILL (PER BLE)R r Z' GYPSUM WALL BOARD EACH END and a IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I I') 8° FROM EACH 2' TEXTURED CEMENTITIOU5 ) #S RE5AR VERTICALLY IN WINDOW TO BLOCK (+1 1�6) PER MFR'S SPECIFICATIONS) END and a 18' O.G. MAX COATING MIN. (PER ASTM - GONG. POURED CELL or 0926) OVER CM'S i (LOCATION PER PLAN) DOOR JAMB TO BLOCK 1+1 1i6) STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (1) DRIVE PIN, 8° FROM EACH ENE) and 8" CMu - s° ° a 18' O.G. MAX 4 P.T. FURRING STRIPS a 16" O.C. 4C SCALE: I'=I'-O' THROUGH NON-STRUCTURAL MEMBER (lx or 16 OSB) MIN, SHANK SIZE .145 W/ 4° TAPCON MIN. 1 I' EMBEDMENT INTO BLOCK MIN. HEAD 51ZE .300 WOOD BASE MIN. EMBEDMENT 1 4° NOTE: WINDOW TO BLOCK+3 %6" ° SHIM AS NEEDED BLOCK(+3 To PLUMB JAMB. DOOR JANTB TO BLOCK (+3 %6") P.T. (2) 2x6: ° ONGRETE SLAB DO NOT EXCEEDI° 4G scaLE: 1°=r -O' SECURE TO BLOCK w/ (2) 4° TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4') 8' FROM EACH °. ANp REINFORCEMENT) 8' CMU BLOCK END and o 181 O.G. MAX XTERIOR WALL FOOTING �° DRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER UPLIFT UP TO 1,115 14 (2) [)RIVE PINS, 8" FROM EACH END and 51MPSON HT520 wl 110J 10d NAILS TO TRU55 BLOCK WALL SECTION —HIP ROOF AND REINFORCEMENT) (SEE WINDOWiDOORJAM3 BLOCKING a 18' O.C. MAX 2 swGL E sroRY scat E: 3/a'=r-m' FASTENER SCHEDULE FOR ATTACHMENT' P.T. Ix l4 WIDE MIND (4) 4"X2 4" TAPCONS INTO BONE) BEAM --PRE-ENGINEERED MIN. SHANK SIZE .145 DOOR CASING (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRU55 DOOR JAMB /WINDOW MIN. HEA[) SIZE .300 (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 14° BATT INSULATION ADHERED TO CEILING 3' GYPSUM BOARD OR 1, HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib F BOARD (R VALUE PER ENERGY GALLS STRENGTH CEILING BOARD (2) 5IMP50N HT520 EACH SIDE OF TRUSS w/ BEAM NOTE: (10) 10d NAIL5 TO TRUSS 4 (4) I'X2 I' TAPCONS P.T. (2) 2x8: RE STRUCTURAL 2x MUST BE ON OUT5IDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or o' 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) 4" TAPCONS :...... EMBEDMENT - EMBEDMENT- FROM EACH w/ 16" TAPCON MIN 14° �MSEDM�NT INTO BLOCK (MIN. '- 4 ....:. ..........: :.... .. _..,,..:.:.,.::.., ...... .... .... .... , .....::: _.:..:..... END and a 18' O.C. MAX TAPCONS MIN. or OPENING 22' x 30'M IN. DOD CA51NG AT SIDE WINDOW TO BLOCK (+2 Y¢) 2' COVER (2) DRIVE PINS, 8° FROM EACH END and A`T"I'IC ACCESS 2' APART a 18" O.C. MAX r3HALL ATTIC ACCE55 WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JA1TB TO BLOCK (+2 �4) MIN. SHANK SIZE .145 3 sCALE:N.rs. " TRUSS ANCHOR REIRO—FII �� COMPLY WITH MIN 30 HEADROOM WOOD CASING 4 GYP. [TD 5 MIN. HEAD 51_G 300 8801.1 OF THE F5CR 2011, 6th EDITION BOARD (TYP) scALE: r=r-O' SCALE: N.T.S. MIN. EMBEDMENT 14" L J A R C H I T E C T S Design Grou plinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8cLOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 18 DA'�7iE:� 91'7/18 S ALE: 1/4"=1'-O" SHEET D I 0 h cQ w a Q ti q SUBDIV. 8cLOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 18 DA'�7iE:� 91'7/18 S ALE: 1/4"=1'-O" SHEET D I 0 NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %a" .131 110,000 RING ROOF DIAPHRAGM - ASPHALT SHINGLE 116-20 RINGS 2x LDW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED PER NGH) 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRU55 %y" O.S.D. or Y° CDX PLYWOOD - 8d RING SHANK GUN NAIL5 ,� 4" O.G. o SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS a o" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4' O.G. EDGEWISE. ECURE 2x TO CMU w/ (3)Y2" x3' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END, ANCHOR DOLT w/ 2" WASHER SET ! I OUSLE TOP PLATE TO STUD DOUBLE TOP PLATE TO STUD - IN 51MPSON OR USP HIGH w/ SIMPSON SP4 (USP 5PT4) w/ SIMPSON 6P4 (USP SPT4) ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL STRENGTH EPDXY (6" MIN. a 32" O.C. MAX a 32" O.G. MAX _ EMBEDMENT) CDX EXTERIOR PLYWOOD or 1532" APA -RATED 0.5.5. (AS PER MANUFACTURER'S 0 - 2x STUD5 a lo" O.G. MAX 2x STUDS 16" O.G. MAX INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAIL5 a 4" O,C. a SUPPORTED PANEL NOTE: lU ANCHOR BOLT UNLESS NOTED OTHERWISE UNLE55 NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS a 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. W _ LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE ENE) FRAME USE Ed RING SHANK GUN NAIL5 4' O.G. EDGEWISE. TOP CHORD BLOCKING a 41' BOTTOM 4 (1) NEAR MID -CENTER BLOCKING MID WALL BLOCKING a MID WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.G. MAX IN FIRST (2) FRAMING SPACES a EACH EN W IL EXTERIOR WALL SHEATHING z PRE-ENGINEERED TRU55vlt VA_ %" 0,5.5. or Y' PLYWOOD or %" ZIP BOARD 5Y5TEM - ad RING SHANK GUN NAILS a 4' O.G. a or RAFTER ;" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 50TTOM PANEL AND ad RING ROOF SHEATHINU5 RESAR VERTICALLY IN SECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAIL5 a 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. GONG. POURED DELL /2° x 9' ANCHOR BOLT w/ 2' WASHER (LOCATION PER PLAN) SET IN 51MP50N HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM n EPDXY (OR EQUIVALENT) 6° ANY MANUFACTURER. n SECURE BOTTOM PLATE TO EMBEDMENT MIN. 32 O.G. MAX AIT Q I'S ONGRETE 5LA5 SLAB w/ (1) 10d CUT NAIL a STUD TO BOTTOM PLATE w/ (5EE FOUNDATION PLAN FOR SIZE 32° O.G. MAX SIMPSON SP4 (USP 6PT4) a 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %a" .131 110,000 RING 116-20 RINGS PER NGH) A R C H IT E C T S Design G r u p-- inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Q ° AND REINFORCEMENT) � I O.C. MAX 4 a ^ 44,I, BUILDING LENGTH° ONCRETE SLAB a ONCRETE SLAB INTERIOR BEARING WALL FOOTING ° (SEE FOUNDATION PLAN FOR SIZE ° ' (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) w BRACING FOR GABLE END FRAMING °a AND REINFORCEMENT) aNTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING 8d RING SHANK GUN NAILS 9 4' O.G. a �XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE TOP : BorroM EDGES (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) M AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L• B. W. w/ NO UPLIF SINGLE STORY L.B.W. w/ UPLIFT a SCALE:3/4'=1'-m' 4A SCALE:3/4'=1'-O' 4B SGALE:3/4'=1'-m' ° ad RING SHANK GUN z o NAIL,5 a 6' O.G. IN FIELD 2f W, PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU35 Q 4'-a' MINIMUM OVERLAP FOR TOP PLATE SPLICE d Z Lu SECURE TOP PLATES w/ Ibd COMMON NAILS a 4' O.C. 2-ROlUS, STAG-rcRED z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 1 Lu o (O.S.B. TO DE STRUCTURAL GRADE) TOP PLATE w/ 51MPSON SP4 USP PT4)LE TOP PLATE TO lzD 8 2x WOOD or METAL 5TUD5 32'O.C. MAX N @ a 24" O.G. MAX �=2x CONTINUOUS STRESS C (NOT LOAD BEARING) aad RING SHANK GUN NAIL5 a 12 BLOCKING a MID -WALL O.G. IN FIELDI x STUDS a 16" O.G. MAX New Of V UNLESS NOTED OTHERWISE o ad x 3" SCREW SHANK BALLISTIC NOTE: ST FLOOR 5TUD5 TO 2ND FLOOR STUDS L w U @ ELECTRO GALVANIZED STRIP • � o � ° DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 51MPSON OR USP MSTA36 i ° o NAIL5 a 12" O.G. IN FIELD /4' T* SUBFLOOR (ATTACHMENT z _ OF ENDS OF WOOD STRUCTURAL PANEL /4" T4G 5U5FLOOR (ATTACHMENT r METHOD PER 'NAILING SCHEDULE) METHOD PER 'NAILING SCNEDUL_ ) r w ; SHEAR WALLS. E W ° UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU65 6 SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. a DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXP06ED MEMBERS rOP PLATE SPLICE DETAIL 2x 5TUD5 a 16" O.C. MAX (0.63. TO DE STRUCTURAL GRADE) 3 scaL_: 3/4'=r-m'DOUBLE TOP PLATE UNLE55 NOTED OTHERWISE GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 RE -ENGINEERED GA5LE TRU56 BLOCKING a MID -WALL BLOCKING a MID -WALL NOTE: 4 DIAGONAL BRACE a CENTER OF TRU55 SPAN or 2x4 5LOCKING BETWEEN V SECURE BOTTOM PLATE 2' SLAS w/ HIGHEST RIDGE. TRUSSES AT FIR5T (2) BAYS / �' x 9" ANCHOR BOLT T 2' WASHER Z r DIAGONAL BRACE TO BE a ANY SPAN 15' 0' OR (4' 0" O.G. a SHEATHING SEAMS) 2x STUDS a lo" O.C. MAX SET IN 51MPSON NIGH STRENGTH UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR C ) 2x4 5YP ;? DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) d NAILS a EACH TRU55 (DIAGONAL SLAS w/ lU IOd CUT NAIL a STUD TO BOTTOM PLATE w/ 0' 0" 30' 0' USE (U X BRACE BRACING TO COVER 5 TRUSSES 32' O.G. MAX SIMPSON 5P4 (USP 5PT4) a 32" " 30'-1' - 60'-0' USE (3) X -BRACE — ° (1) X -BRACE a CENTER 4 (2) SRACES a - o O.C. MAX an 4 1 a 4 DIVIDED EQUALLY FROM CENTER TO ENE) ONCRETE 5LA5 CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFF5ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP 5GREE lyyyyyy"'-""" I'WO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w� UPLIFT SHOWN w/ CMU (FRAME CONDITION 7B X 5A 5CALE: 3/4'=r -m' SB SCALE: 3/4'=r -m' SAME X-5RACING REQUIREMENTS) yyA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAIL5 GABLE' X—BRACING INSTALLED a MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=1'-0' or 10'-0" O.C. MAX SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#, : R2065.063/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP I LL 11 DATE: 9,7-j7/16 S/ ALE: 1/4"=1'—O" SHEET D2_ 2x RIDGE ONE SIZE LARGER THAN rr RAFTER 51ZE w/ MIN. (3) 126 NAILS �r RE ENC IN��RED TRUSS or MIN. (4) 10d GUN NAIL Ixo COLLAR TIE a EVERY OTHER mhso°a'i' RAFTER w/ MIN. (3) 12d NAILS or o 8° GYPSUM BOARD OR aa�aaa;'o MIN. (4) 10d GUN NAIL";' NIGH STRENGTH CEILING SIMP50N VTCR or U5P VTT a°a°o°°°° , o ( SPACING (1) EACH END 2x RAFTER BOARD AND 6'-0' O.C. MAX Ix8 NAILER SECURED TO TRUSSES \ SINGLE 2x TOP PLATE I� BELOW w/ (2))2d NAILS or (3) 10d °V°I°I°li GUN NAILS a EACH TRUSS- Z° GYPSUM WALL BOARD I VI°I 2x WOODS STUDS a 24' O.G. RAFTER TO TRU55 w/ 51MP50N X (SIZE PER PLAN) \ of MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ 51MPDON or USP M5TA24 ® SECURE BLOCKING TO TRU35 BOTTOM CHIORD w/ CONVENTIONALLY F'RAiVIED ROOF (3)12c[ NAILS a EACH END. scaLE: 3/4'=r-0' 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\ 2x4 SECURED TO GABLE END w/ I SCALE: 3/4'4-0' (2) 126 a EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED o" - 8" O.C. MAX SIZE AND REINFORCEMENT) AT -'-R RESISTANT 5ACKER50ARD (DENSNIELD) 2x4 RAFTER a 24° O.G. /2' DENSNIELD (SEAT DECK MUST BE SLOPED 1/2' MIN. TO PAN) 51MP50N L30 or USP A3 !�ER NON-BEARIEE.3' P.T. 2x STUD LOCKING (EACH END 7Ar8"CMU BOCK WALLAPELASTIC AQUA DEFENSE WATER PROOF 5 stubs /4'=�'-0' MEMBRANE TO 5E SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT --PRE-ENGINEERED TRUSS LEAST 4 INCHES) AULK BEAD BETWEEN DENSNIELD 2x4 BLOCKING EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED a Io' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) 5i ic vaRlEs PER PLAN INSTAL CATION SMP50N H2.5A or USP RT1A GYPSUM BOARD OR Z' HIGH STRENGTH CEILING 0 SHOWER PAN a EACH RAFTER TAIL CONNECTION BOARD (FIBERGLASS OR CERAMIC) SIMP50N L30 or USP A3 TOP OF EACH RAFTER CONNECTION3 TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRU55 2 SHOWER CALE: 3/4'SEAT FRAMED OVERHANG or 24" O.C. MAX) S=I'-0' 0 9" GYPSUM WALL BOARD 3 %` METAL STUDS (25 GAUGE) a 24" Of w/ FULL LENGTH LAYER OF A RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONS ATTACHED TO EACH SIDE a 12" O.C. WITHIN 8" OF EACH END AND alb" O.C. MAX 3 %" BOTTOM CHANNEL l25 SECURE � 4 rl AT TO AU ) M NANNr _x r_ G GE BOTTO C i GL TO or Tr BLOCK w/ CUT NAILS SLAB wl 10d x I' MIN, MASONRY DRIVE PIN NAIL w/ WASHER a 32" O.C. MAX. IN. SHANK SIZE .145 EMBEDMENT OF I Y4') EACH END AND a10' O.C. MAX ONGRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING SIZE AND REINFORCEMENT) o L ATTACHMENT METHOD 'NAILING SCHEDULE") LL ° SECURE 2xo MIN, TO BLOCK w/ Q 2x8 STUD BLOCK NOTE: (2)%' x 9' ANCHOR BOLTS w/ 2" 0 WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B w/ MANUFACTURER ON STUD HEIGHT LIMITS. NIGH STRENGTH EPDXY (MIN, o' EMBEDMENT) L L INTERIOR NON—BEARING WALL �B METALS 5 SCALE: 3/4'=I'-0' O ❑Oo O SECURE 2xo MIN. TO BLOCK w/ (3)Y' x 9" ANCHOR BOLTS w/ 2' ;" TEXTURED GEMENTITIOU5 N) RE5AR VERTICALLY IN CONC. POURED WASHER SET IN 51MP50N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) l 4 MIN WITHIN 8' OF NIGH 5TRENGTN EPDXY (MIN. o, EMBEDMENT C92o) OVER CMU-- 8" CMU BLOCK \ X FATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER 5 SPECIFICATIONS) 2xo P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y° x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS I ` WASHER SET IN 6IMP50N or U5P NIGH (BY OTHERS - INSTALLED TO 2xo P.T. BUCKS STRENGTH EPDXY (MIN. o° EMBEDMENT) ROUGSN OPENIN. (UF TO 8'-0') (TYPE AND PER R T. oX FRE R PL__1 T T_ OR POURED IN AGE SILL (PER BLDR) NIGH 5TRENGTN EPDXY (MIN. o, EMBEDMENT C92o) OVER CMU-- 8" CMU BLOCK \ X FATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER 5 SPECIFICATIONS) 2xo P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y° x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS I ` WASHER SET IN 6IMP50N or U5P NIGH (BY OTHERS - INSTALLED TO 2xo P.T. BUCKS STRENGTH EPDXY (MIN. o° EMBEDMENT) oX Ll T_ PER MANUFACTURER'S SPECIFICATIONS' r MIN. SLI°EVERHEAD GARAGE DOOR (BY OTHERS) r,I'ACHNIENI' r r SECTION Roots ALVANIZED STEEL VERTICAL TRACK ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK AI (BY OTHERS -INSTALLED PER 3 SCALE: 3/4'=I'-0' A SCALE 3/4'=I'-0' B scaLE: N.rs. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S (' Design �.A rO u p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV.8c LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#Ol) PROJECT#, : 82065.063/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 18 LL D A": 9 / 17 /18 S _ 77A7 LE: I"/4"=l'—O" SHEET D3_ SHINGLES OR TILE (PER COMMUNITY SPECS) BATT OR BLOWN -IN INSULATION SPECS) REFER TO DETAIL I/D2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER $30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED PRE-ENGINEERED ROOF TRUSS EQUAL) INSTALLED PER SECTION 8905 CF THE FBCR, oTN EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN) � THE FBCR, 6TH EDITION (2011) —�� OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLAT ( OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS _ METAL DRIP EDGE ATTACHMENT METHOD PER 'NAILING SCHEDUL E' (4'-0' O.C. a SHEATHING SEAMS) —� Cbl " ,9,tOARE) OR 2° HIGH 2x6 SUB -BAN S METAL DRIP EDGE - STRENGTH CEILING BOARD 2xo SUB -BAN VENTED 61MF60N SP2 (USP V SPT24) @ EVERY VENTED ALUMINUM SOFFIT STIFFBACK AT ALL UPRIGHTS AIL E ALUMINUM SOFFIT—OVER 4'-10 HIGHEXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) -1AIxL ' WOOD CREWS s FOR CONDITIONS WHERE TRUSS AND PER PLAN ONT. 2x4 RAT RUN ATTACHED TO PER PLAN STUD LINE UP, USE A SIMPSON HIOA DOUBLE TOP PLAT_ FEACH TRUSS w/ (2) 12d NAILS 2x4 STUDS a 161 O.C. (USP RTIoA) INSTALLED a MID -POINT OF TRUSS = WINDOW HEADER ALL INSULATION �' TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0' O.G. MAX (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) a -2x8 BLOCKING (PER ASTM C926) OVER PAPERBACK—BATT OR BLOWN -IN INSULATION - SECURED wl (3) 12d '-° TEXTURED CEMENTITIOUS COATING MIN. N INDOW (PER PLAN), ATTACHMENT a s (PER ASTM 6926) OVER PAPERBACK PER MFR. SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (K -VALUE PER ENERGY CALCS) zo _ NAILS � EACH END 2 -LAYER WATER RESISTANT BARRIER, OVER "' EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT ?--SECURE 2x4 TO DBL TOP PLATE w/ %' x 6' 2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER 'NAILING SCHEDULE" THRU-BOLTS s 32' O.C. MAX, then SECURE GABLE _ WALL SHEATHING (TYPE AND ATTACHMENT—WINDOW SILL TO 2x4 w/ 12d NAILS a V O.C. MAX - METHOD PER 'NAILING SCHEDULE" WALL INSULATION I, 11/2' �� 7 EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS or DRYWALL CONTINUOUS 2x4 w/ (4) l6d NAILS a TOP71 [SIZE AND SPACING PER NOTE #21, SECURE GABLE TO DBL TOP PLATE w/ SIMPSON _ OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAIO 24" O.C. MAX —v^ BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or SHEATHING MUST NOT BREAK WITHIN /V T* SUBFL OCR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 5IMP60N METHOD PER 'NAILINGSCHEDULE,) MSTA24 0 32 O.C. MAX V-4' 4' MIN. FROM 2nd FLOOR LINE FRAME WALL SECTION -GABLE ROOF for EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (o) l6d NAILS ��' `\ 3 !{ B SCALE: 3/4'4-O' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2xo �`: RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING e 7B _ _ NOTE: BATT OR BLOIUN IN INSULATION SHINGLES OR TILE (PER COMMUNITY WA2 j — a" GYPSUM BOARD OR z" HIGH BATT PER ENERGY CALCS SPECS) j STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE ENGINEERED ROOF TRUS PLASTIC OR METAL WEEP SCREE = MBEDDED STRAP (U �5 CONTINUOUS REBARECAST LINTHANDRAIL SECTION SHALL HAVE AN OUTSIDE S OVER $30 FELT PAPER (OR APPROVED PER PLAN) DIAMETER OF AT LEAST 1 a INCHES (32 MM) / EQUAL) INSTALLED PER SECTION 8905 OF GONG. FILLED U -BLOCK w/ A AND NOT GREATER THAN 2 INCHES (51 MM). DOUBLE TOP P_Ar � THE FBCR, 6TH EDITION (2011) R ° ° - - � X XX �> _ - EL IF THE HANDRAIL IS NOT CIRCULAR, IT / WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER IDIMEN51ON OF METAL DRIP EDGE—, X ( ) OVER ROOF SHEATHING (TYPE AND ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2xo SUB -BAND— ATTACHMENT METHOD PER 'NAILING SPECIFICATION" IY'i , SCHEDULE") MAX GREATER THAN 6 4 INCHES (loo MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT MiN. OF 2 a INCHES (51 MM). EDGES SHALL HAVE 8" TEXTURED CEMENTITIOUS COATING MIN. -" GYPSUM BOARD OR HIGH x A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD ALL INSULATION � EXPANDED METAL LATH, OVER APPROVED SIMPSON 6P2 (USP 5PT24) EACH 2x8 STUD (R -VALUE PER ENERGY CALCS) PRECAST OR POURED IN 2 -LAYER WATER RESISTANT BARRIER, OVER 000# UPLIFT CONNECTOR PLACE SILL (PER BLDR in z WALL SHEATHING (TYPE AND ATTACHMENT z GYPSUM WALL BOARD � METHOD PER 'NAILING SCHEDULE° TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM GONG. POURED GELL IN,2x8 SYP WOOD STUDS 12" O.C. MAX C926) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE 3° BETWEEN THE y' DIAMETER ANCHOR BOLT kkk 4 P.T. FURRING STRIPS e 16" O.C. HANDRAIL AND THE 12' O.G. MAX w/ T EMBEDMENT 8° CMS— w/ 2' DIAMETER WASHER 2' GYPSUM WALL BOARD WALL SMALL BE I y' z OCD BASE 0z 2x8 SYP 02 WOOD STUDS a 12" O.G. MAX SIMF50N SPI (USP 5PT22) 42' KNEEWALL C. 0 EACH 2x8 STUD d° 7B I ) COURSE TIE -BEAM POURED SOLID w/ d WA2 CONCRETE w/ (1) 1, REBAR HORIZONTALLY ONGRETE SLAB (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL PRECAST LINTEL a . e a• 4 AND REINFORCEMENT) 34' MIN. TO 38' MAX A.F.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT XTERIOR WALL FOOTING ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR SIZE SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) I TWO STORY SCALE: 3/4'=I' -O' 4A mw'ol R HANDRAIL RY SCALE: 3/4'=r-�' V PRECAST OR POURED IN PLACE SILL (PER BLDR IY z TEXTURED CEMENTITICUS lu ALL INSULATION 16d NAILS S' O.G. MAX TEXTURED CEMENTITIOUS COATING MIN. (PER o' COATING MIN. (PER ASTM o a(R-VALUE PER ENERGY CALC5) 2x4 BLOCKING a EACH BRACE. TOENAIL l ASTM G92o) OVER PAPERBACK EXPANDED METAL ^ ^ ° tz C926) OVER CM ONTINUOUS 2Xw/ (4) Iod NAILS TOP n n i INTO TRUSS w/ (4) l6d NAILS 0 EACH EN < LATH, OVER APPROVED 2 -LAYER WATER RESISTANT <' o GYPSUM WALL BOARD � OF � FLOOR TRUSS (TOP 2x4 SUPPORTS o � _ 3 " BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) I > v � a 4 T* SURF OOR (ATTACHMENT < i o 3u P.T. FURRING STRIPS a l6" O.C. METHOD PER 'NAILING SCHEDULE' ATT CEMENT METHOD PER 'N�ILING SCHEDULE')---- TiG SUBFLOOR (ATTACHMENT I I) 15 CONTINUOUS REBAR @ 16' O.C. MAX, IN EXTERIOR BEARING STUDS METHOD PER "NAILING SCHEDULE') o I CONCRETE POURED CELL 86 RING SHANK NAILS a 4" O.G. [SIZE AND SPACING PER NOTE L a (VERIFY PER PLAN) MAX INTO BLOCKING --2I, UNDER CATEGORY TIMBER W COD BASE ON GENERAL NOTES SHEET GN)] I PRE ENGINEERED FLOOR TRUS CPRE ENGINEERED FLOOR TRUSS Lu L < < �'_O° ONTINUOUS 2xo w/ l6) l6d NAILS Lil (MIN. IN SLAB) EMBEDDED STRAP / ° 5 REBAR 48' LONG w/ 6' HOCK 7B (or EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2xo / 24' O.C. (MIN. 24" IN SLAB) 2x4 BRACE 48° O.G. w/ (5) 12d NAILS - WA (PER PLAN) IYA2 - - IS A NAILER FOR WALL SHEATHING) . a s EACH EN —� a' GYPSUM BOARD OR 2' HIGH it. d 4" CONCRETE REINFORCED w/ FIBERMESN AT STRENGTH CEILING BOAR TEXTURED GEMENTITIOUS j W a A RATE OF .151b5 PER CUBIC YARD ON o MIL (� COATING MIN. (PER ASTM 5, o POLY ETHYLENE VAPOR BARRIER ON WELL CONC. FI --ED U -BLOCK w/ = - G92o) OVER CMU g GYPSUM BOARD OR y HIGH a ° COMPACTED CLEAN TERMITE TREATED FILL (Uv CONTINUOUS REBAR = - I - STRENGTH CEILING BOARD NOTE: }(3) RE BAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT OHC. FILLED U -BLOCK w/ o 2'-0' '' BREAK WITHIN I'-4' MIN. FROM 2nd (1) 15 CONTINUOUS REBAR FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR ,% OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4':1'-O' PARALLEL TO BLOCK TO BLOCK TlUO STORY SCALE: 3/4'=I' -O' A R C H IT E C TS Design Gr(u Inc. 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 #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#, : R2065.063/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 1 D 'I'E: '9/17/18 *ALE: 1/4"=1'-0" HEET D4_ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#, : R2065.063/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 1 D 'I'E: '9/17/18 *ALE: 1/4"=1'-0" HEET D4_ M5TCM40 1116' 0.5.15. SHEATHING OR (INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING fxlF::: 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL M5TCM40 (INSTALLED ON TOP OF 7/16' 0.5.5. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS T—� 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL I EXTERIOR STUD WALL - OUTSIDE CORNER SCALE: N.T.S. 7/16' O.SB. SHEATHING OR M5TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING B 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1116'0.5,5. SHEATHING OR M5TCM40-- 5TCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING ----2X6 EXTERIOR WALL STUDS 2X6 50TTOM PLATE PLAN VIEW - 2x6 WALL 2 EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.T.S. NTT -4 SECURED TO STUD Wl (20) 106 X 12' NAIL5 2X EXTERIOR WALL STUDS 7/16' 0.58. SHEATHING OR "`-1'w 1/2' CDX PLYWOOD 1 . CONNECT TOP OF STRAP TO 50LID STUD W/ (16) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRU55 n z M5TCM40 - �= o Zm CONNECT BOTTOM OF - o w E STRAP TO CMU BLOCK WALL �F W/ (12) J' TAPCONS NOTE: MINIMUM END AND ELEVATION VIEW EDGE DISTANCE FOR AAt TITEN SCREWS IS I Y' 1: Nts. 1116'055. 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 BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) a' TAPCON5 NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 I Y' 2X EXTERIOR WALL STUDS SECOND FIN. FLP, MASONRY WALL B ELEVATION VIEW SCALE: N.T.S. 5/8' A.T.R i 1 11 PRE-ENGINEERED FLOORii RE -ENGINEERED FLOOR TRUSS (GIRDER DRAWN) ii TRUSS (GIRDER DRAWN) 1116' O.S.B. SHEATHING i i TOP OF WALL OR I/2' CDX PLYWOOD PRE-ENGINEERED FLOOR TRUSS 7/16' 0.5.8. SHEATHING (GIRDER DRAWN) OR 1/2' CDX PLYWOOD HTT-4 SECURED TO STUD W/ (20) 10d X 121- NAILS USP K5T260 (ATTACHED PER BEARING POST/ MANUFACTURER'5 SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EARING POST/ BEARING EPDXY (MIN. 7' EMBED) STUDS (PER PLAN) ci m FOUNDATION (PER PLAN) EXTERIOR STUD WALL OPTION (HTT-4 METHOD) 3 CORNER TO POST SCALE: N.T.S. OPTION 12 (K5T2(o0 METHOD) IDS 4' T 4 G -)UBFLOOR GLUED NAILED AS PER NAILING 5CHE. DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S 7/16' O.SB. SHEATHING OR 1/2' PLYWOOD 4' T 4 G SUBFLOOR GLUED Ar NAILED AS PER NAILING SCHEDUI 2X6 BOTTOM PLA 2X6 EXTERIOR WALL 5TU[ l/16' 0.55. SHEATHING OR 1/2' CG, PLYWOOD PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRU65 CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20) 10d X 12" NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 1116' 0.5.15. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR zlt TOP OF MASONRY WALL 0 zm w SOLID BLOCKING REQUIRED UNDERNEATH STUD PLAN VIEW - 2x6 WALL C ELEVATION VIEW SCALE: N.T.S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: N.T.6. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) 05 ITINUOU5 REBAR •4 SECURED TO STUD W/ (20) 10d i' NAILS A.T.R. IN HIGH STRENGTH EPDXY I' EMBED) 2X EXTERIOR WALL 5TUD5 HTT-4 SECURED TO STUD W/ (20) 10d X I " NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) 15 CONTINUOUS REBAR A R C H I T E C T S Design GroU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6075 FAX:407-774-4075 www.,a bd es i gngro u p. com SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECTIONS/ DETAILS ARCHCTECT- STATE OF FLORIDA SEP 13 Dj, ITE: I9�17/18 SA ALE: 1/4"=1'-0" SHEET D5- NOTE: ECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT 51MP50N 5P4 or U5P 6PT4 BREAK WITHIN I'-4' MIN. FROM 2nd (FOR 2x6 WALL USE 51MP50N 5P6 or U5P 6PT6) FLOOR LINE XTERIOR BEARING STUDS RE -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRU55 [SIZE AND SPACING PER NOTE #21, CONNECTOR (VERIFY w/ TRU55 PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] ----DOUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) 16d NAILS @ TOP RIPPLE STUDS 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL -----KING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT SIMPSONMor USP MTWI2 TO GER v 24' O.C. TO LEDGER � REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES RE -ENGINEERED FLOOR TRU55 HEADER FOR DETAILS AND SPECIFICATIONS) or a (SIZE PER PLAN) ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER_ w/ 51MP50N or USP L6TA12 RAFTER SECURED TO TRUSS w/ Ys' x 5' — (EACH SIDE OF OPENING) LAG SCREWS v 24' O.C. MAX - MBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) 16d NAILS 1@ - (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRU55 (BOTTOM 2x6 - RECAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) v PER PLAN) OPENING XTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON ulLEDGER 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: / 0 / or USP 5PT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN I'-4' MIN. FROM 2nd ECURE BOTTOM PLATE TO SLAB w/ STUDS, SECURED BETWEEN FLOOR LINE XTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, / 0 Y' x 9' ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON HIGH STRENGTH TRUSS BAYS w/ (3) 12d NAILS 9 EACH EN PRE-ENGINEERED ROOF TRUSS 2x STUDS SPACING PER PLA UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6' GENERAL NOTES SHEET GN)] EMBEDMENT MIN. 1@ 32' O.C. MAX MT512 EVERY STU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN SIMPSON MT812 or USP MTWI2 4 SCALE: 3/4'4-0' (�)DORMER TWO STORY SCALE: 3/4'4-0' TO LEDGER 9 24' O.C. RE -ENGINEERED FLOOR TRU55 ECURE EACH KING STUD TO TOP PLATE w/ 51MP60N 5P4 or USP 5PT4 SIMPSON SP8 or USP 5PT8 m TOP 4 BOTTOM DOUBLE 2x6 LEDGER- SECURED TO TRU55 w/ Ys' x 5' = LAG SCREWS Q 32' O.C. MAX (FOR 2x6 WALL USE 5IMP50N SP6 or USP 5PT60 MBEDIDED STRAP (PER PLAN) RE -ENGINEERED TRUSSES w/ TRU55 RE ENGINEERED TRUSSES w/ TRU55 (VERIFY w/ TRU55 PLAN) CONNECTOR (VERIFY w/ TRU55 PLAN) -_ RECAST LINTEL` (SIZE AND REINFORCEMENT -CONNECTOR �— C�OUBLE TOP PLATEJ.HEADER OU5LE TOP PLATE Y PER PLAN) RIPPLE STUDS 0 16' O.C. MAX (SIZE PER PLAN) ING 5TUD5 SIMPSON or U5P 115TA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD v EACH JACK STUD 2 PARALLEL SCALE: 3/a'=r-ID' HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) 2x8 5YP 12 WOOD STUDS s 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHINY' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP L5TA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 7/16' O.S.B. SHEATHING OR I/2' CDX R (EACH SIDE OF OPENING) OPENING 48' _ 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS BLOCK JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4) 16D NAILS e TOP OF C (SEE 'MINIMUM WALL AND HEADER 5TUD 2) JACK STUDS 4 (2) KING STUDS 0 EACH ROOF DECKING. FLOOR TRU55 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 - l/16' 0.5.5. SHEATHING OR 1/2' CDX [SIZE AND SPACING PER NOTE 121, WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED PLYWOOD OVER PRE-ENGINEERED UNDER CATEGORY TIMBER ON ROOF TRUSSES � GENERAL ��ACKSTUp NOTE: ROOF A55EMB�TYTONBE o �✓ o CONDITIONS MAY Q/ SECURED ONE PLY ATA TIME. USE 12d Q VARY NAILS, (2) WITHIN 6' FROM EACH END 4 / NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR /v /o /o / INDOW 51LL w/ CRIPPLE STUDS a 16' O.C. ECURE EACH JACK 4 KING STUD / � TO BOTTOM PLATE w/ SIMP50N SP4 ETl ANCHOR E30L I or USP 5PT4 DIAMETER MAXI A 1' EMBEDMENT o j / NEATHING 70 LAP TO TOP OF WASHER TOP OF WALL K O MA50NRY WALL. � SHEATHING MUST NOT BREAK 1'-4' MIN. IMP50N or USP M6TAM24 a EACH JACK 3 , SECURED w/ (3)y x I Y4 TAPCON5 TO - -^`• , � FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER 4 2' APART PRE-ENGINEERED CONT. 2x6 w/ (6)16d NAILS 9 - 2x8 BOTTOM PLATE FLOOR TRU55E5 BOTTOM OF FLOOR TRUSS (BOTTOM 2X616 FOR WALL BEARING CONDITION �� SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALLU-77- WINDOW OPENING IN 2 -STORY WALL 3 PARALLEL SCALE: 3/4'=1'•0' 5 TWO STORY SCALE: 3/4'=i'-0' TWO STORY SCALE: 3/4'=I'•ID' 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 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA SEP 1 8/�01a D#,Z'E: 9/17/18 s ALE: 1/4"=l'—O" SHEET D Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Sliding Glass Doors - DOUBLE PANE LOW E FLU Part # Unit Size Description Masonry Opening Frame Opening FLU Part # Unit Size Description Masonry Opening Frame Opening Sliding Glass Doors Vinyl FLU Windows 14634 14634 14634 14634 14634 14634 14634 14634 14634 IQ634 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 16100 16100 16104 L0369270 L0367192�~ -.-_._� ___._.- 10297193 10426486 I EA I_ EA -I __ .. I EA I EA I 26 TW 1/2 EYEBROW W--WDW 26 TW W/ARCH _-_____WI ..._. ___,-_._..,__..._....___.. 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I 54X12X24 ARCH _I I 54X27 -._ _ _ _ 58X28X56 1 2 RD � _...__...,.._._...__.._._�--._......-_.._•__---.---._-...--..__ I 58X40X30 ARCH ..............._.......-_....._._....... I IH3 _ WDW VINYL FX CLEAR NO GR L.. _.__.._... �, - -� ._ --- _. - - WDW VINYL W/GR _ _ __.....__....._....... _.........._._...._.... I WDW VINYL 1/2 RD W/GR __ _ _ _ .. __ _ .�....__..._. ............_. WDW VINYL W GR �.__._....._................_............_�._..._-._......_.....--......_.-..............._.._.....................1........... I WDW VINYL W/GR _..._._..._....._.-_....._......_._..._.._...-.._....__...... ... ......_....... ........................._........_...._.............. 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I WDW VINYL SH WHT W/GR &SCRN _...__..._ .__. WDW_VINYL SH CLEAR NO GR W/SCRN_ 38" X 38 3/8" I 24" X 98" _ I L0319052 I EA �I I 24 DW VINYL SH CLEAR NO GR W/SCRN �� 38" X 50 5/8" _ 10369187 I EA _I_W I�24 W/1/2RD VINYL SH W/GR & SCRN 38" X 74" I L043242""'* ........ ..._.I EA I 24-5 W/FLANGE 41 WDW VINYL SH W/GR &SCRN I 38" X 56 1/4" I 16104 16104 16104 16104 16104 _Transoms 10429519 L0354132 _ . L0354133 L6324888 L0328436 I EA I EA _v I EA I EA I EA I 2014 I 3014 I 3044 _ ,••__ ..._._....- I 3214 TMP _ __..� I 3616 ARCH _ _ _ ._._............_.._.__.,....- I _ TRANSOM VINYL WHT NO GR TRANSOM VINYL W/GR _.. __.. _..._ ...................._......._......._.._..............._............._._....._.................._................................................,....._............................... I- TRANSOM VINYL W/GR TRANSOM VIN_Y_L WHT N_O GR ( TRANSOM VINYL WHT W/GR _ .....__..._._._ ..-_-__._..__..._..__._.__.._ I 25' X_ 17" i_._,__._•37" X 17" _ _1. I 37" X 53" I 39" X 17" _.........,43" X 23" _ _ ................................._....................................... I 24" X 16" 36" X 16" _ I 36" X 52" I 3$" X 16' I 42" X 23" L0298907..............._I _ EA� _ __.__.__1 I 2430 WDW VINYL SH W/GR & SCRN I I 28" X 36" 10367488 I EA ,. _..__.. _ _... I 2436 FX _ I WDW VINYL SH WHT W/GR & SCRN 28" X 42" 10430846 I-EA_I TWIN _I I WDW VINYL SH CLEAR NO GR W/SCRN _ _I I I 28" X 60" 10298908 I EA _-2450 2460 TMP I WDW VINYL SH W/GR & SCRN I I 28" X 72" 10295456 I EA I 25 I WDW VINYL SH CLEAR NO GR W/SCRN I 38" X 63" I 16104 16104 16104 16104 16104 10354134 L0329526 - L0300837 L0_295463 _ _I L0354135�� I EA I EA - - I EA EA I EA I 3624 ARCH I 4013 .- _ _ _...._.._...._.....__.... _ - I 4613 ��- _I I 4620 _.- --•--- ._.._.... 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I WDW VINYL SH W/GR & SCRN I 38" X 67" _ .. _ _ .r 38" X 86' I _ _ �- I 10310640 _I I EA I 25 TW 1/2 EYEBROW i _I WDW VINYL SH WHT W/GR & SCRN 741/2" X 75" I __._ 10300839 I EA _ _...__..._. _..__._. _. I 25 TW W/ARCH __... _... WDW VINYL SH W/GR & SCRN 741/2" X 67" I 10295457 I EAI 25 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN 1 741/2" X 63" I 16104 L0354131 I EA I 5016 - - ......- I _ TRANSOM VINYL W/GR I_ _ 61" X 19" I 60' X 18" .. _......_......................................... 10317305 I EA W/1/2 RD WDW VINYL SH W/GR &SCRN_ 38" X 86" 10369490 I�EA�I� �25 _I 26 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 72" �I Doors 10295459 I EA _.�I I 26 ARCH TOP WDW VINYL SH W/GR & SCRN I 38" X 76" I EA EA _I EA EA I 2/8 6/8 ._.__.. _.__._....._..w__.._ 3/0 6/8 „..._ I 2/8 8/0 _ _ _ .�. I 3/08/0 I4-- Door.__ -_...-._..._.-....,._...35 __... .. _.._._.__... ___...._................_......_..._L_..............._ I w .__.. Door .�...__ I Door _ I_.__. �_ Door�� _ - . 5/8"_X 83 1/16" ... ........._...,......._...............,_..,...._.....- I 39 5/8" X 831/16" .....................1. 35 5/8 X 991/16 ' �... . I _ _.. 39 5/8' X 991/16" I 341/8" X 82 5/16" _.._,........ .............. ....................._................. .................. 38 1/8" X ....82 5/16" ......1/ ' X 9 _.,..6" ............. L........ 341/8' X 98 5/16' I 38 1/8" X 98 5/16" .............................. L0361749 _...._._..._....._............._ I- EA .. __a.. ._.. I.. 26 TMP W/1/2 RND �._ 1. WDW VINYL SH W/GR &SCRN 38" X 95" I 10434442 ..I EA I 26 TRIP _ I WDW VINYL SH CLEAR NO GR W/SCRN 111" X 72" .................................. ___..__,_ _ ____. _ _ .. _ A R C H I T E C T S Design p 1 ou 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 T N RESERVE (LOT #63) MODEL: SUMMERLAND VERSION 01 PROJECT#: R2065.063/00001 PAGE: WINDOW SCHEDULE ARCHITECT- STATE OF FLORIDA SEP 1 g;A13 D#E: 9/17/18 SCALE: 1/4"=1'-0" SHEET D7 L0�■00�00�J SUBDIV. & LOT: KENSINGTON T N RESERVE (LOT #63) MODEL: SUMMERLAND VERSION 01 PROJECT#: R2065.063/00001 PAGE: WINDOW SCHEDULE ARCHITECT- STATE OF FLORIDA SEP 1 g;A13 D#E: 9/17/18 SCALE: 1/4"=1'-0" SHEET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH a 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 Q l" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 7.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 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. ADHERE FORM FL45H 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER F5C 8703.7.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A $" THICK, 3 COAT CEMENT PLASTER WR5 LAYER #2, FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) —�APPROVED METAL LATH FASTENED I Q7" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING TO �. GAP MIN. PROTECTED FLASH TAPE 6' TO a' 6' TO a' _ MIN. MIN. _ BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO S" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT SCALE: K16. NOTE: APPLY SEALANT AT °M" CONTROL JOINT END TO END CONDITIONS 7 USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. (\ / TAKE SECOND PIECE OF FORM �Y FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP I STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) x'.. METAL LATH X, .. f PROTECTO FORM FLASH I X:. CONFORMABLE AIR/VAPOR x . 1,.. BARRIER TAPE DIRECTLY TO SHEATHING INSTALL FASTENERS (CLIPS, 5TRAP5, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3PIPE PENETRATION DETAIL SCALE: N.TS. SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (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 10.1. NOTE- FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED PEEL & STICK WOOD STU SHEATH WR5 #1 TAPED T, SHEATHING wl Wl #2 OVER TOP. WF 12 TO BE LAPPS_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" HORIZONTAL LATH & PAPER DETAIL SIDING FORTIFI5ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: NTS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPEC5) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"X7" 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: KTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 0 VERTICAL LAPS (ROLL ENDS) 4 6" /@ HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO44, WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE- METAL LATH: LATH TO BE PER F13C 5,103.7.1 / A5TM C-847-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RESISTIVE BARRIER A R C H IT E C T S Design Grouhlnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. a bd es igngro u p.co m AA #: 0003325 r Limmmolummmir SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: WALL ASSEMBLY DETAILS ARCHfTECT' STATE OF FLORIDA SEP 18 2010 D,4�jE: 9/17/18 S�'iEET A R C H I T E C T S Design Gro 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 #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA SEP 18 70113 DATE: S ALE: 1/4"=1'-0" HEWA2 ET TEXTURED CEMENTITIOU5 COATING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED d: x EQUAL) WRB LAYER #2, FORTIFIBER BUILDING :k'; WOOD SHEATHING J THICK, 3 COAT PAPER (OR APPROVED EQUAL) X' VENT CAP 15 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED „ `:: SEALANT. PREMANUF. PRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUR _ (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER 5PECIFICATION5 — STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT I Y2" ABOVE SHINGLES "X NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES �:.. pIYERTER I" MIN. SELF -ADHERING FLASHING `X SIDE5,Y4" SEALANT JOINTS ALL AROUND \n THICK, 3 COAT CEMENT PLASTER STEP FLASHING °��i%/� METAL LATH DRYER VENT BLOCK 6B DRYFLEKT KICKOUT pIYERTER WRB LAYER #2, FORTIFIBER BUILDING 6CaLE:KTA Quo PAPER (OR APPROVED EQUAL) BUILDING PAPER 6A DRYER VENT (FRAME) OVER "QUICK FLASH" FELT UNDERLAYMENTo 1101. PIPE THROUGH WALL—� PER FBC R703.1.I = SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW BUILDING PAPER "QUICK COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER FLASH" A5TM C 926-12A. FASTEN 4" O.C. MAX. UA�VENT PENETRATIONscaLE:rtTs. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHINGWRB LAYER #2, FORTIFIBER LEGEND WOOD WRB LAYER #I, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION STUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #1, STUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL 5SCALE:N?.s. WOOD APPROVED EQUAL) SHEATHING WRB LAYER #2 —METAL LATH WOOD—�/8" TEXTURED FINISH WOOD OR APPROVED EQUAL 12 AT BOTTOM OF ROOF & WALL INTERSECTIONS FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL WRB LAYER (FORTIFIBER BUILDING PAPER 17 BUILDING PAPER (OR 8" GMU ��7 O.CSMAX OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF 5HER-CRETE — APPROVED EQUAL) x �" Ya" ®; /a TO /a MID -WALL METAL LATH x X X X — FLEXIBLE CONCRETE WATERPROOFER or - — SCRATCH COAT PRIOR TO ELEC. METER = $ THICK, 3 COAT CEMENT WOOD FRAMEDPLASTER WALL WEEP 5CREED 6" WIDE STRIP SELF STUCCO WOOD SHEATHING %a" TO 71/8" MID -WALL ADHERING FLASHING, CLEAN INSTALLATION = 1 (PER 3/WAI) = WEEP 5CREED 6" SELF -ADHERING FLASHING MASONRY BEFORE APPLYING TEXTURED FINISH @ MASONRY 5ELF-ADHE5IVE FLASHING -F-\JlHORIZONTAL WEEP SCREED FRAME TO FRAME HORIZONTAL WEEP SCREED FRAME TO BLOCK NOTE' METAL LATH TO BE PER FBC R103.7.1 / A5TM _— ELEC. METER FIELD VERIFY ® LOCATION �= (1i SCALE: N.T.S. I D SCALE: N.T.S. NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED i APPLY SEALANT AT WEEP SCREED END TO END JOINTS /LTATH: C -S41-09, MIN, 2.5 L155. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION — SEALANT ON TOP 4 SIDES ONLY — — CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4" NOTE: ATTACH PER • ST EACH SI . STARTING AT THE A H P E pE R M ANUF. SPECIFICATIONS PE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGIDPROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH I FLASH I INTO THE OPENING POLYMERIC I50CYANATE-POLY5LEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ('GREAT STUFF' O R SIMILAR) COVER THE OX. OR OUTLET OPENING OEM INTERIOR OF THEOX G EXTENDING TO NO L OS ER WOOD SHEATHING THAN I" TO CORNER. STEP 1 STEP 2 STEP 3 ® WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP 8 (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 °;°;°;° ° OVER STUCCO/ C.Y. FINISH X FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING FLASHING r ° (OR APPROVED EQUAL) ; o o ° OVER 60 MIN GRADE "D" o; oo (SEE TYPICAL WALL SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT oo 0°0°°°0 . METAL LATH o s PENETRATION PIPE PENETRATION DETAIL 8 SCALE° NT.S. WRB LAYER #2, FORTIFIBER AT ALL JOINTS AND INTERSECTIONS EXTERIOR APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN BUILDING PAPER (ORECTRICAL STEP 4 STEP 5 RECEPTACLE 09L—% :NiS. (FRAEO%F) STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H I T E C T S Design Gro 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 #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA SEP 18 70113 DATE: S ALE: 1/4"=1'-0" HEWA2 ET WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL. W/ V TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP (OR APPROVED E(2UAL) AMICO AM6&-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT GAULK OR SEAL GAP WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) a" THICK, 3 COAT CEMENT PLASTER AM&&-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) &' 5ELF-ADHEREING FLASHING WRAPPED Q CORNER OF CANTILEVER x AMICO AMG &-WFWC--180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. 1 OA SCALE: NTS. FIN15H LAYER (2 LAYER PEEL & STICK) &" PEEL $ STICK ,@ DRIP EDGE TO DECK 1 %"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lst LAYER (2 LAYER PEEL $ STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER &' PEEL STICK 1@ DRIP EDGE TO DECK SUB FLOOR" FULL SHEETS OF PEEL 4 STICK 112"X1 %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4" GAP FOR BACKER ROD 8 SEALANT $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD tttCOMPONENT5 PULLED -� 1 APART FOR CLARITY I,FCTFNP DRAINAGE PLANE (WRB LAYER 01, 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 II VINYL (OR APPROVED EQUAL) CASING BEAD 5/S' TYPE "X" DRYWALL W/TEXTURED $ PAINTED FIN15H $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3' 2& GA. GALV. METAL DRIP ;E SET IN FULL BED OF 5EALANT, 12' SPACE FROM DRIP FACE TO TREX SAP FOR BACKER ROD 4 SEALANT I (OR APPROVED EQUAL) CA51NG BEAD THER RE515TIVE BARRIER #1 THER RE515TIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 2& GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R-103.7.1 / A5TM C-847-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESI5TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 $" 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 H SCALE: N.T.S. Y4" GAP FOR BACKE(;� ROD $ SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL & STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 12'X1 Y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT & PECK TO CAN OPT. BACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 11 B SCALE: N.T.S. -COMPONENTS 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 a l' O.G. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CORNER BEAD @ FRAME 12A SCALE: NTS. CORNER BEAD (FASTENER i SPACING e T' O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT @CORNER BEAD @ BLOCK SCALE: N.T.S. COLUMN SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 &' SELF ADHERING 4 FLASHING PEEL $ STICK 1 Y2'x3" 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y" X 3' 2& GA, GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, %" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 11 �i WEATHER RESISTIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING &' SELF ADHERING $ FLASHING I Y12"x3" 'L' FLA5HING FULLY EMBEDDED IN ROOF CEMENT Y" X 3' 2& GA, GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX ON I ALL 4 511DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lst LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH j1 WOOD SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RESISTIVE BARRIER #2 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE5501RIES ONLY) BALCONY DRIP EDGE INSTALLATION @ COLUMN W/ "L" FLASHING 1 1 C SCALE: KTS. A R C H I T E C T S Design p 1 o U p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA SEP 18 DAt/lk: 9/17/18 SCS LE:1/4"=1'-0" S E�ET� VV �� WOOD SHEATHING WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) 8" THICK 3 COAT CEMENT WRB LAYER 12, FORTIF15ER WRB LAYER #I, 5TUCCOWRAP WRB LAYER #2, FORTIFIBER WOOD SHEATHING PLASTER BUILDING PAPERF y, GAP TTP BUILDING PAPER (OR (OR APPROVED EQUAL) IX TRIM MEMBER STUCCO CASING BEAD METAL LATH TO TRIM APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) X WRB LAYER #I, STUCCOWRAP TO SIDING TRANSITION WRB LAYER #2, FORTIFIBER METAL LATH '� 1 WRB LAYER #2, FORTIFIBER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER 8' THICK, 3 COAT BUILDING PAPER (OR s' THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER (OR APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER I'� BUILDING PAPER WOOD SHEATHING 6 SELF -ADHERING ? METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) FLASHING THICK, 3 COAT ANGLED CASING BEAD METAL LATH (EXPLODED a (EXPLODED 7 DRIP CAP VIEW FOR CEMENT PLASTER � SELF -ADHERING FLASHING VIEW FOR $ THICK, 3 COAT CLARITY) DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER #1, 5TUCCOWRAP # WRB LAYER #I STUCCOWRAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER # I STUCCOWRAP WRB LAYER #2, FORTIFIBER BUILDING X: (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2 FORTIFIBER BUILDING METAL LATH PAPER (OR APPROVED EQUAL) 6' SELF ADHERING 8' THICK, 3 COAT METAL LATH FLASHING OR PEEL � STICK SIDING TO STUCCO CEMENT PLASTER 8' THICK, 3 COAT CASING BEAD (o' SELF -ADHERING CEMENT PLASTER �scAiE:NTs. Goss-sEaioN� FLASHING 6°SELF-ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD C WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH q3A� ALE: FRAME, NO BAND @XFRAME, W BAND)WRB LAYER #I 5TUCCOWRAP NTA WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #l, 5TUCCOWRAP LEGEND WRB LAYER #2, FORTIFIBER BUILDING ff x WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) r (OR APPROVED EQUAL) WOOD SHEATHING DRAINAGE PLANE WRB LAYER #2, FORTIFIBER WEATHER RESISTIVE BARRIER #1 (WRB LAYER #1 5TUCCOWRAP 8" THICK, 3 GOAT �' Ix BUILDING PAPER WEATHER RESISTIVE BARRIER #2 (o' SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER E. (OR APPROVED EQUAL) WRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH /6 X 71 Y LAP SIDING W/(oREVEAL WEATHER RESISTIVE ARRIER #1 (FORTIFIBER BUILDING PAPER ANGLED CASING BEAD f �°3 COAT CEMENT 6' SELF -ADHERING FLASHING Q WEATHER RESISTIVE BARRIER #2 OR APPROVED EQUAL) �. ' (EXPLODED a THICK, PLASTER VINYL (OR APPROVED EQUAL) STARTER STRIP PER _ STARTER STRIP PER METAL LATH X X X X ' VVIEW OR MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATION STUCCO CASING BEAD INSTRUCTIONS I , INSTRUCTIONS DO NOT CAULK OR SEAL OPENING (o" SELF -ADHERING FLASHING WOOD SHEATHING SELF-ADHESIVE FLASHING CASING BEAD C RAISED GALV'D METAL 'Z' FLASHING GALV'D METAL 'Z" FLASHING 15 SCALE:Kr BAND FRAME DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD - METAL LATH: LATH TO BE PER FBC 87103.71.1 / ASTM C -8471-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR �— GALV'D METAL "Z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO 6 C BLOCK TO FRAME TRANSITION STUCCO CASING BEAD $" THICK, SCA E. NT.s. CEMENT PLATER AT $" THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION BEYOND SEALANT :A GAP TYP METAL LATH " CASING BEAD fj ,�j WOOD SHEATHING SELF -ADHERING FLASHING TO WINDOW METAL LATH SEALANT WRB LAYER #2 FORTIFIBER BUILDING WEATHER RESISTIVE BARRIER #1 I WEATHER RESISTIVE BARRIER 11 TO LAP PAPER COR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 6' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FRAME %6" X 1)/4' LAP SIDING W/6 REVEAL # .. WOOD SHEATHING WEATHER RESISTIVE BARRIER I :. WINDOW FRAME ,/ � , WRB LAYER #2, FORTIFIBER WEATHER RESISTIVE BARRIER #2... BUILDING PAPER 6' SELF -ADHERING FLASHINGz (OR APPROVED EQUAL) GALV'D METAL Z" FLASHING WRB LAYER #I 5TUCCOWRAP — E -Z BEAD VINYL (OR " STARTER STRIP PER MANUFACTURER'S DO NOT CAULK OR SEAL OPENING(OR APPROVED EQUAL) # WEATHER RESISTIVE BARRIER #1 TO LAP APPROVED EQUAL) CASING INSTALLATION INSTRUCTIONS (o' WIDE PEEL 4 STICK (W/%a" FLEXIBLE PVC BACKER DO NOT SEAL OPENING G' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE ROP INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER #I, 5TUCCOWRAP GALV'D METAL 'Z" FLASHING (OR APPROVED 2X FRAMING EQUAL) CASING MEMBER (OR APPROVED EQUAL), E -Z BEAD VINYL (o" SELF -ADHERING FLASHING BUILDING WRAP (W/%a' FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CASINGip INCLUDED) MEMBER / � . WEATHER RESISTIVE B#ARRIER 1 6 SELF ADHERING FLASHING (W/%a' FLEXIBLE PVC BACKER ROD) 'APPLY FULL BED OF lo" SELF -ADHERING FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) WOOD SHEATHING f CASING (W//a FLEXIBLE PVC BACKER SEALANT BETWEEN %a' THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 8 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER'2 CLARITY WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO EZ BEAD WINDOW CASING 6 Cay FRAME TO FRAME TRANSITION 1 ECALE:N.T.s. SCALE: N.T.S. A R C H I T E C T S 4Design Groull nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA SEP 1 D#E: 9/17/18 s ALE: 1/4"=1'-0" SHEE T �m��v■mm�� SUHDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#: R2065.063/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA SEP 1 D#E: 9/17/18 s ALE: 1/4"=1'-0" SHEE T CUT HOUSEWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPOF:ARILY FOI n I II= 3 SECURE HOUSEWF ,P UNDER) STEP I WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1" SCALE: N.T.S. (FRAME) APPLY 091 H2U (OR EQUAL) SEALANT LUINDOUJ/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL MASONRY 1 UK SCALE: N.T.S. FOLD HOU N AT JAMB SLOPE SILL E> INSTALL G' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 2 ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT, EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL OlLr U NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS & WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (o' SELF -ADHERING OVER VINYL HEAD 1G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING NSTALL VINYL DRIP CAP X5/8' APPLY Sia° NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING 8' VERT, END DAMS REQ'D. AT EACH END OF SILL ummme i ' MIN. TEXTURED -EMENTITIOUS COATING )VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED -EMENTITIOUS COATING )VER BLOCK STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o' WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT \ ROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) 8" MIN. TEXTURED CEMENTITIOUS COATING 1 OVER FRAME r. N STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS e") (MIN. THICKNESS s") (MIN. THICKNESS e") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA �NIMUM STUCCO THICKNESS u£GALE: N.T.5. STEP 5 8" MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA A R C H I T E C T S Design i® U P Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #:0003325 r �IIIIII'�I� LINommomamav& SUBDIV. & LOT: KENSINGTON RESERVE (LOT #63) MODEL: SUMMERLAND (VERSION#01) PROJECT#, : R2065.063/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA SEP 18 DATE: lg/17/18 sTEWA 5