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3763 Hanworth Lp (a)A R C H I T E C T S Design CirOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r RECORD COPY � VERION®4 FOR: REVIEWED FOR CODE COMPLIANCE elf - PI EXAMINER NSP• 22 - I� DATE SA'IMIPORD SUILDINE" DIVISION. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE 10 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THETECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER RCONRINGAG HTRUCT ON OR VIOLARE N TIONS OF ERRORS THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Stab Inspection USANFOP-D #� g- 437 3nh m ry® es . C®m • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: RYAN HOMES — ORLANDO 4307 VINELAND ROAD, SUITE 102 ORLANDO, FL 32811 • FLORIDA BUILDING CODE RESIDENTIAL (FBCR), '6TH EDITION(2017) ABV. ABOVE LAV. LAVATORY AIC AIR CONDITIONING LUNI. LUMINOUS ADI. ADJUSTABLE M.C. MANUFACTUREREr ALT. ALTERNATE MER. MANUFACTURER U1ZEK ANu>. nN1PElz<vGE NTN. NHNINIUNR DATE DESCRIPTION SHEEN' 7T # DESCRIPTION (' S l��J TGR CST EET COVER l� VL tiJ11L'�Ll RYAN HOMES — 'PAMPA • ALL LOCAL AND STA'L'E CODES BD. BOARD NITD. MOUNTED CL CENTERLINE NITL. METAL /, GN /, , GENERAL NOTES 1409 TECH BLVD., SUITE 202 TAMPA, FL 33619 • OCCUPANCY — RESIDENTIAL, GROUP R3 • CONSTRUCTION TYPE —. VB • MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VUL`I' = 150 MPH — VASD = 116 MPH • RISK CATEGORY — II EXPOSURE CATEGORY — EXPOSURE C • 1—STORY RESIDENCE • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES CAB. CABINET N.T.S. NOTTO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PLPROPERTY LINE CONCRETE P.B. PUSH BUTTON GOND. CONDENSER PIR. PHONE cPl'. CARPET PLT. PLATE C.T. CERANIC"CILE PLYWD. PLYWOOD D. DRYER PR. PAIR DBL. DOUBLE P.T. ( PRESSURETREATED D.G. DUAL GLAZED R. RISER DIA. DIAMETER RAD. RADIUS DDA. DIMENSION R.A.G. RETURN AIR GRILL DISP. DISPOSAL DP. DEEP REF. RIM. DR. DOOR . RooOOts 1 2 3 3A 313 3C ELEVATIONS FLOOR PLANCONC. FOUNDATION PIAN FOUNDATION DETAILS DOWEL PLAN LINTEL SCHEDULE (LOTTS) LINTEL SCHEDULE (CAST -CRETE) • S`IATE OF' FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 D.S. DOWNSPOUT R.O. ROUGH OPENING DLL. DETAIL S.D. SMOKE HUNGDETEC D.W. DISHWASHER S.H. SINGLE HUNG 3E 3E LIN'T`EL SCHEDULE (QUALITY PRECAST) SPEED i EXPOSURE � WIND SPEED & EXPOSURE CATEGORY Fax: (407) 774-4078 Tel: (407) 774-6078 7r�T COMMUNITY BY COMM V 1V ITY EA. EACH Sirr. SHEE'r ELEV. ELEVATION SHTIIG. SiIEATRTNG ^ t ��T ��T ROOF FRAIING PLAN EQ. EQUAL SIIIVR. SHOWER EXFI. EXIIAUS"1', SINI. S1M1Lr1R EXT. EXTERIOR SL. SLIDING F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR 'I TK. 'THICK FLUOR. FLUORESCENT T.O.C. "FOP OF CURB FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE FTG. FOOTING T.O.S. "FOP OF SLAB GA. GAUGE TYP. 'TYPICAL GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED G.F.I. GROUND -FAULT CIRCUIT OTHERWISE RUPTER W.V.VAPOR PROOF GL. GLASS W. WASHER GLASS GYP. BD. GYPSUM BOARD W/ WITH H.B. HOSE BIB WD. WOOD iLc. OLLOW wUw. WINDOW HDR. IF wiH WATER HEATER 5 6 D1 D2 D3 D4 WA1 WA2 WA3 ENTRY FRAMING DETAIL T �/ ( nT �r ELECTRICAL PLA C' / � � SECrI'IONS/DETAILS c SECTIONS/DETAILS TT S �EcCFCrl'IONs DETAIL WINDOW SCHEDULE WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER ASTURIA 150—C AYERS4VORTH GLEN 150-8 THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF' THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET ARE UNCLEAR > AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER I'0 BUILD THIS PROJECT BASED ON 'PHIS DRAWING SET, THE CORRECT BAYBERRY WOODS 150-8 CARRIAGE POINT 150—B CHAMPION'S RESERVE 140—B CREEK SIDE 140—B CYPRESS PRESERVE 139-c CYPRESS RIDGE 140—B HAMILTON GARDENS 140—B HIGHLAND MEADOWS 140—B PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F'.I. (REQUEST FOR INFORMATION) TO INSUL. irr INSULT W.I. wltoucx'ruZON INSUL. INSULATION INT. INTERIOR WA4 WA5 WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS HIGHLAND PLACE 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B SQ.FT, CALC.'SLUCAYA LAKES AT LUCERNE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF'I's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO LAKE CLUB 150—C McCORMICK RESERVE 140-8 OCOEE PINES 140-13 RESPONSIBILITY FOR INTERPRETATIONS OF' ORCHID ESTATES 140—B CONSTRUCTION BY THE BUILDER WHEN NO BFI's LIVINGS 2034 SQ, FT, OSPREY LANDING 150—C HAVE BEEN GENERATED FOR UNCLEAR ASPECT'S OF' GARAGE 429 SQ. FT, THE CONSTRUCTION BASED ON THE DRAWING SET. ENTRY 30 SQ. FT. LANAI 88 SQ. FT, OVERLOOK AT GRASSY LAKE 140-13 THESE PLANS ARE DESIGNED AND ENGINEERED FOR A WIND SPEED AND EXPOSURE CATEGORY OF 150—C RESPECTIVELY. IN THE CONDITION THAT THIS HOME PLEASANT HILL 140—B SERENOA 140—B TOTAL 2581 SQ. FT, SHADOW RIDGE 140—B SOUTHF'ORK LAKES 150—B IS BUILT IN A WIND SPEED AND EXPOSURE CATEGORY LESS THAN 150—C, PLEASE REFER TO SUMMERWOODS (WILLOW BEND) 1_50—C 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 CirOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUBDIV. 8cLOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: COVER SHEET ARCHITECT: STATE OF FLORIDA AUG 31 4R NO 12079 fD TE: 8/31/18 SCALE: 1/4" SHEET CS OF GENERAL NOTES 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 IPSF) A.1. SLEEPING ROOMS 30 A.2, ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS iPSF) 6.1. ALL AREAS 10 C. ROOF LIVE LOADS _ C.1. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) 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 DIRECTIONALITYFACTOR (KD) 0.85 E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD IPSF) F.I. GUARDRAILSANDHANDRAILS 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 ARCHITECTiENGINEER 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 AFLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL "6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEXNOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 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 MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y' -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. PMr- lAf^mlz 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL 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. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE V-0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF T-0" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED %'. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN''/, INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO -OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m3) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3- B. CONCRETE EXPOSED TO EARTH OR WEATHER: 6.1. #5, W31 OR D31 AND SMALLER 7" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER 3/4" D. BEAMS & COLUMNS: 0.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15 -AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN 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. ruenen 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 HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2"CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER &AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" COX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN WON 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 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH F F CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO V360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 0240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/FBCR, 66TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORJCEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). m MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 6-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @16,, O.C. @ 16" O.C. @16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. nl 1 IAAnI\I/l 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) ' PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 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 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) ' CONDENSATION LINES SHALL BE MINIMUM 3/<" PVC (SCHEDULE 40), INSULATED WITH Y,'AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH''/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERTALL 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-1063-1 1A & 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 -- '1 -'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 PERASTM-C1063-11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 \A A IAITC\I A \I/�C IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 A R C H I T E C T S � [r i n G®U I Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � FS-UIDIV. & LOT: ENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: 82065.033/00001 PAGE: GENERAL NOTES ARCHITECT: (STATE OF FLORIDA AUG 31 JAMS: AR DATF/ 8/31/18 SCALE: 1/4"=V-013 SGN JEET O F lo' -S" BLDG. HT._ 5HINGLES 2 5� 12 _ (TYP.) - CRICKET 5- 13'-3° BRC. — — — - — -- HT.�ENTRY — T 3 V -O" BRC. HT. cp _ 4" TEXTURED _ CEMENTITIOUs co COATING PER n ro i6: �FFFFFFF (ASTM C92io) c0 (TYPJ J 4 I — TEXTURED GEMENTITIOUS 77 COATING PER (ASTM CS26) 1!FRONT{ ��% (TYPJ 1 1�L b O N 1�L E 1iLJ E V� A T II[ O N 1'-O° I1-0 4"1 RAISED fi = BAND CTY .) +3 +2 I'-2" D1 KEYSTONE DETAIL SGA! E: 3/4"=1'-0° I'-4" RAISED 2' 2 BAND I (TYP.) +2 +3 +2 O _ 10" A TRIM DETAIL —ALE: 3/4" n r-�° RAISED 1011 BAND (TYPJ +2 +3 +2 Q S.. A/ 3 TRIM DETAIL 5GA! E: 3/4° a _� / I 5" WIDE RAISED IBAND (TYP.) (DTRI- D�/n/IL ELEVATION E V -O" BRG, HT. O' -O' FIN. FLR. ATTIC VENT CALCS AREA OF ATTIC 2581SQ.n NET FREE VENTILATION AREA REQUIRED (1/300) 8.60 SQ. FT. REQUIRED VENTILATION AREA (8.60 x 144) 1,238.9 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 1,238.9) 619.4 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 5.39 TOTAL # OF VENTS PROVIDED 6 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 619 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 53 LF PROVIDED LF OF SOFFIT VENTILATION 81 LF SHINGLES (TYP.) 12 TEXTURED CEMENTITIOUS-j COATING PER (ASTM C92&) (TYPJ ELEVATION E V -O" BRC. HT. I' -O° O' -O" FIN. FLR. �12 SHINGLES 5 � (TYP.) OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT 13'-3" BRG. HT. r ENTRY 12 8'RV ARG. HT. S �t .I — — — — — — O' -O" FIN. FLR. TEXTURED CEMENTITIOUS TEXTURED CEMENTITIC— COATING PER (ASTM CS26) COATING PER (ASTM C92'o) (TYP.) (TYPJ LEFT ELEVATION - PI FVATInN F 5i SHINGLES (TYPJ OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT 12 �5 V -O" BRG. HT. I � , c� +I O' -O" FIN. FLR. TEXTURED CEMENT[ TIOUs TEXTURED CEMENTITIOUS COATING PER (ASTM C926) COATING PER (ASTM C92%) CTYPJ (TYPJ RIGHIHT ELEVATIII ON �( 5'-0" BRG. HT. -O" O' -O" FIN. FLR. A R C H I T E —CT S Design GioU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: ELEVATIONS ARCHITECT: STATE OF FLORIDA AUG DAOE: 8/31/18 SCALE: 1/4"=1'-0" SHEET OF 1011111111111 -A SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: ELEVATIONS ARCHITECT: STATE OF FLORIDA AUG DAOE: 8/31/18 SCALE: 1/4"=1'-0" SHEET OF SQ.FT. CALC.'S CALL 4 LIVING 2034 5Q. FT. GARAGE 429 SQ. FT. ENTRE' 30 SQ. FT. LANAI Oa SQ, FT, TOTAL 2581 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS W66666d S'-0' BRG. II' -4" BRG. LOAD BRG. WALL COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL 4 SQUARE WK/DR ZONE 150 MPH WWD FOOTAGE DESIGNATION � I 112 16'-0'x1'-0' O.H. 5 24.9/ -30.15 2 22 3068 DR 4 21.92/ -30.41 25-5H 40'x18'x2O' 2A 5 ARCHTOP 4 28.41/ -30.9 3 11 25-5H 4 28.41/ -30.9 EGRESS/TEMP 3A Il 25 -SH EGRESS/TEMP 4 28.41/ -30.9 4 11 25 -SH EGRESS 4 28.41/ -30.9 5 11 25 -SH 5 28.41/ -31.31 ro 11 25-5H 4 28.41/ -30.9 1 41 fo068-SGD. 5 26.13/ -34.0 8 Il 25 -SH 4 28.41/ -30.9 9 Il 25-6H 4 28.41/ -30.9 Ifo 11 25-5H EGRESS 4 28.41/ -30.9 11 11 25-5H EGRESS 5 28.41/ -31.31 12 44013 TRANSOM 4 29.43/ -31.92 13 11 25-5H EGRESS 4 28.41/ -30.9 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VA51)=11lo MPH B. INTERNAL PRESSURE COEFFICENT=+.18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FEsCR, 6TH ED. (2017) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0Io TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2' -ID' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ "BORATE' A TERMITE TREATMENT SPRAY I PBL. TOP PLATE 2x6 4 WOOD FRAMED 0 16' O.C. ®CABINET SECTIOT �o 0 ARCH DETAIL ( ARCH DETAIL 03 ARCH DETAIL our..0 ® ARCH DETAIL 40'-0' II' -ID" 29' -ID" 4'-4" 3' -IID" 8' -ID" l' -IID" IID II FLOOR PLAN ® ELEV. "E" (ELE A R C H I T E C T S Design Gr®u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abOesigngroup.com AA #: 0003325 r � 25-5H 25-5H 25-5H 25-5H LANAI \ 1 I I EGRESS Elf3RE9V > VOL. CLG. 3' -IID" 4'-6 14'-2" < \ \\ �■��■m�mom� �l = HB. 25 -SH 25 -SH I m \ID I U c0 GREAT RM. 14'-ID°x19'-ID" OWNER'S SUITE / 13'-o'xl6'-0' << >r I VOL. CLG. CLG. VOL. < N DINETTE VOL. CLG. 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LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abOesigngroup.com AA #: 0003325 r � �■��■m�mom� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: FLOOR PLAN ARCHITECT STATE OF FLORIDA o 3 I /"B DA�E: 8/31/18 SCALE: 1/4"=1'-0" SHEET 2 OF a FOUNDATION PLAN - EILIAV® 99 99 (IIELE A R C H I T E C T S Design Giron Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngro up.com AA #: 0003325 r 29'-0" 4 101-01, 24"x24"xl2" CONC, PAD UJ/ (3) P5'S E.W. ON CHAIRS MIN. 3" COVER TYP. = ■ CONC.8 5LAE3) 3A Il I Q N 3A 3A r SLOPE r tea' PER FT. -3 1/2" E 3A ■ HB. — — J r �t -� -i 24"x24"xl2" CONC. PAD W1 (3) C #5'5 E.W. ON CHAIRS MIN. 3" 3A COVER 1 3A 11'-4" 1 ■ • 1 - 14'-0" 3'-9" &'-4° 3'-2 — F a � ■ _ N Ik � io 'i � I N � 1 ILI �n �IF—I del ?;r ", -q -A 1/2 1" ri r, N ■ L� i J —1 Iq{� 6 IL Q -JI II I � N II I" PVC CHASE 3A �vl � FOR ISLAND 1 � °� III � I ■ N I OPT. I ■ REF. I � I 0'-0" ELEV. 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REBAR LAP AT LINTEL CORNERS �D1 W/ BLOCK WALL n REINFORCING BEARING CHANGE SCALE: I'=1'-0' C SCALE: I/2'=1' -a' , IL ° ° W F W 'TO ° TIE VERTICAL REBAR HORIZATIONAL REBAR W/ 10' HOOK i, TIE VERTICAL REBAR -TO HORIZATIONAL REBAR W/ 10' HOOK VARIES PER ELE �� [till SHEET m U A ° n GROUTED BOND BE CLEANOUT REQUIRED FOR INSPECTION a -0' PIN. FLR TIE VERTICAL REBAR TO HORIZATIONAL RF5AR W/ 10' HOOK 1 -STORY FOOTINGHORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. 1� CGAS LINE THRU BLOCK r SCALE: I'=1'-0' TYP. REBAR LAP AT LINTEL CORNERS �D1 W/ BLOCK WALL n REINFORCING BEARING CHANGE SCALE: I'=1'-0' C SCALE: I/2'=1' -a' , IL ° ° i ° V. AM A R C H I L E C T S e/G°U � in I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 .. ,_ FAX:407-774-4078 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION,#04) PROJECT#: R2065.033/00001 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA gt �D TE: 6/31/18 - 4 a �� [till SHEET m U m U HORIZONTAL/ VERTICAL O F n 1 -STORY FOOTINGHORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. 1� CGAS LINE THRU BLOCK r SCALE: I'=1'-0' TYP. REBAR LAP AT LINTEL CORNERS �D1 W/ BLOCK WALL n REINFORCING BEARING CHANGE SCALE: I'=1'-0' C SCALE: I/2'=1' -a' A R C H I L E C T S e/G°U � in I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 .. ,_ FAX:407-774-4078 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION,#04) PROJECT#: R2065.033/00001 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA gt �D TE: 6/31/18 !S C ALE: 1/4"=I' -O" SHEET 3A�\ O F 3'-2" -11-V i0' -i01, DOWEL PLAN A R C H I T E C T S ((�� Desi�n i ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesig'lgroup.com AA #:0003325 SUBDIV. & LOT-. KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSIONrr 404) PROJECT#: R2065.033/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA AUG 3 1 DAF E. 8/31/18 S C ALE: SHEET 3 OF L � SUBDIV. & LOT-. KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSIONrr 404) PROJECT#: R2065.033/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA AUG 3 1 DAF E. 8/31/18 S C ALE: SHEET 3 OF L_6E3 9 LINTEL FLAN e ELEV. GENERAL IN'OTE5: I. CODES I.I. =ORI DA BUILDING- CODs RESIDENTIAL, IT EDITION (2011), 59-TION5 R402.2 4 RSOI 1.2. .O -'HIDA BUILDING CODE RESIDENTIAL, 'o TH EDITION (201U, SECTI ON5 1 013 4 2101, 1.3. E'JILDING COD= REO'JIREMENT5 FOR REINFORCED CONCRETE (ACI 313-03). I.{. AMERICAN 5OCIETY OF CIVIL ENGINEERS MINIMUM DE51GN LOADS FOR B'JILDING5 AND OTHER 5TRDCTURE5 (ASCE 1-!0). 2. CONCRETE: 2 CONCRETE COMFRE551`!E STRENGTH AT 23 DAY5: 2.1.1. - - A5T 'W'5TANDARD REINFORCEMENT -4000 P51 2.1.2. 'RE-CA5T WiFRE5TRE55 REINFOR__ MB_NT-6000 F51 2.1.3. GROUT FER A5111 C41S - 3000 F-51 U/ MAX. 3/3' AGGREGATE, 3' TO 11' 5LUMF. 2REINIF NG A B 22.1. STEL PLACED iN FIRECA5T LINTEL AT TIME OF FABRICATION A5TI'I A 5 (GRADE 60) STEE'C _ IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) A5TM A&I- (GRADE 40). 23'2 -E-STRESSED STRANDS 45TM A416 1-WIREE, 6TRc55 REL IEVED 270 K51 2A. CRA DETAIL REINFGRrMENT IN ACCORDANCE WITH ACI 315. 2 7" ONGRETING OFET1cN5 51-:..-L COMPLY WITH ACI 3TANDARD5. 3 NA50NRY: 3.1. DE51GN AND CON5TRUCTION 5HAI L CONFORM TO THE 5FEC'I FICATION OF THE NATIONAL CONCRETE MA50NRY ASSOCIATION AND AGI 530-23. 3' MINIMUM MSON.RT UNIT 5TRENGTH: P 1300 P51. 33. MORTAR 5:4ALL BE TYPE 5. - STRUCTURAL: 4.1. 5AFE LOAD VALUES ARE BASED ON LINTEI_5 HAVING A BEARING OF 3' (WITH A MINIMUM ACCEFTABL= BEARING OF 4' PER FLGRIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), 5ECTION 860614 OR FLORIDA B'JIL DING CODE RESIDENTIAL, STH EDITION (2014), SECTION 2104.1.9 EXTERIOR MASONRY WALL ERGs. HEIGHTS ERGs. 5RGz. LOAD ERGs. WALL TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8' LINTELS 7y L0TT'S CONCRETE P.O. BOX 111255 WINTER GARDEN, FL 34111 PH. (401) 656 2112 LINTEL NO, 5lFE LATERA! L OAD5 JI :=+c LATERAL ! 0.1:5 iotel _ Ae T 9'+B' FLAW 915' SOLID Total !s,yo-1 i2pe 3' )CCR FEADER PLAIN a• DP�Z 1-:?GE2 IDLY) 2!'0•Recas1 8/16-S-ClXa/GUI S. 3.4 3.3' 3'-3' Frecsst 1 Fr.-ast Recast 112 ?:0 WI 2011 :bll 3R 3•-l' R^_ast 1:63 13B 4'2' - L-io8 :614 6' - cast 633 RES '-4 `�-det 8/I6-S-(IXJ/2011 '9999 446- '=cost 506 I'63 4'-9' 'scent 653 - 9229 ' «st Ebb 3"B' 6'-d' l' -d' 1'-3' - cast - R -t ft -,est E30 324 356 Illl a. 664 6-6' 5'-2' 543 ICS :000 675 D'OCO B64 - REE>t 6'2 1103 6'-a Precast 5lB 311 9'-B' Fel.,ast 26 535 l' -b' - 446 33S (21.3 I'll b12 (2)'4 (2)8 1436 C_ 0020 4249 3- 2431 121 3'-'J -ec.at 331 3;4 35:6 'C60 B'-.' 10' 0' 3'-0' I 3'1' 3'-:' -srzsl 2ll 533 5301 4133 II'4' i1 453 T-4' �F, -xast i» 620 T -C, R• 6' . 64 549 ?•-6' 'scant 143 524 13'-." czst 1:6 424 141-0• - test 39 331 IS -C' - NA 341 - Rcs',rss- NA 302 Il'-.'• - ss:ed NA ?13 FRESIR55-J' (2)'4 1139 2D•-0' IIF"''-'��II Na lig 11'-4 PRESTRE55c� ZiT255C9 NA. !31 316 39 B4: ldb NA, t10 24'. C' 1,13 1339 NA 93 N.R : N.t rtd'oa:m�sdaa PERRE5rr_J (2)5 TN fall #5 CONTINUOUS -8"X16" KNOCKOUT BLOCK 7P BARS: :E SCHEDULE #5 CONTINUOUS STIRRUPS AT 4'-0' cc OR WELDED) IM BAR CHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST r. r. -w l3' l3' 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL 18/16 -P -#U #L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3P, 7y L0TT'S CONCRETE P.O. BOX 111255 WINTER GARDEN, FL 34111 PH. (401) 656 2112 LINTEL NO, LENGTH TYPE: 5'-0. COMMENTS ERG. HT. L -i Ii' -4' 8/20-5-OARNA- PRESTRESSED L-2 4'-8' 8/6-5-(1,U/C0)L L-3 4'-8' 8/28-S-CIXI/(ID)L RECE55EL) L -3A 8'-4' 8/16-S-ClXa/GUI L-4 4'-6' 8/16-5-(IXI/(IDS L-5 5'-4' S/16-5-(IX!/CUL L-6 Z'-ro' 8/16-5-(IXa/CUl L -II 8' -ID' 6116-5-(IAJK1A_ L-io8 II' -4' 8/16-5-(IX.!/CUL L-1 S'-4' 8/16-S-CIX!/CUL L-5 4'-(o' 8/I6-S-(IXJ/2011 '9999 !09909 L -IID 5'-4' 8/16-5-(1X1/CIDJL L-il 4'-6' 8/16-5-(UU/CIDJL #5 CONTINUOUS -8"X16" KNOCKOUT BLOCK 7P BARS: :E SCHEDULE #5 CONTINUOUS STIRRUPS AT 4'-0' cc OR WELDED) IM BAR CHEDULE (PRECAST) 8/16-S-(1) #5/(1) #5 PRECAST r. r. -w l3' l3' 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL 18/16 -P -#U #L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3P, 8/16-S-(1) #5/(1) #5 PRESTRESSED TABLE N, 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS !INTEL CLEAR I LIMEL TYPE LNtE_' STEEL '+`FILLEDGRAVITY GRA'JITY LFL'v-T LPLGT iuG11 SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY �iTQ"I BAR iG' 3AR CAPACITT (I5L (25J (L5! (1511 115E (1511 115E (15J 'i �V09'=JvDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS CLEAR !INTE! ttFc INTEL STEEL GRAVITY GRA`�TY !P•FT UF!FT SPAN EOTTOM TOP CAPACITY CAPACITT CAPACITY CAPACITY ?AR CAR (051.1150 (I5L(15J (N5L flI ff1.(2,9J T-1 No.2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LIN2! CLEAR ! INT=! TYPE- LINTEL STEEL GR4v1tt G12AVITY EP,FT !PI LENGTH SP:N CAPACITT CAPACITY CAPACITY CAPACITY BOTTIXi BAR IOP BAR (051. (I5U fly! (1511 (1.5! (I5U f15L f15J TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 28" COMPOSITE LINTELS ! INtE! CLEAR INTEL iYF_ ! NtEL StEE! GRA'ATT GRAVITY !P.FT W9_1ET 'ENGTN SPAN CAPACITY NC- CII CAPACITT CAPACII EOTrQM CAR TOP CAR (D5! 0- (I5L (IHJ (I5L I! J (I5L 05U TABIF No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR L;NTELTIPc LINTE!51 -!GRAVITY GRAVITY I:P_IFi LENGTH 6PAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOIt BAR TOP EAR (CSL (15'J (I5L (III (I5L 115'J (I5L (15'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR !INTE! IYP'c !NM- 5Tc FLA. G¢AVITT .-1IT1 'JPGT I'll LEM;TN oPAN CRAVITY /I5 CAPACITY CAPACITYCAPACITYCAPACfIY CAPACITY B0tTR1 BAR 1GP BAR CAPACITY (051. U r15L flSJ (15! 11,511 (15! 02 .! (1) #5 CONTINUOUS 3 316 8"X16" KNOCKOUT BLOCK REINFORCING SCHEDULE & LOAD CAPACITIES _ •" '!. 000 PSI GROUT tr PLACED IN FIELD) W ,:�• TOP BARS: bPhT CAPACITY (151 12- SEE SCHEDULE Ig! .•, i 7 F.1A51 -CASs ! INTEL C_AR L NTEL TYPE= (1) #5 CONTINUOUS '.P! Fi !PIFi -NGT14 5P:N I 7/ 32' STIRRUPS AT 4'-0' Cc -111 (15L(IEJ WELDED) TINS(11ED^OR !0209 8/16-S-(1) #5/(1) #5 PRESTRESSED TABLE N, 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS !INTEL CLEAR I LIMEL TYPE LNtE_' STEEL '+`FILLEDGRAVITY GRA'JITY LFL'v-T LPLGT iuG11 SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY �iTQ"I BAR iG' 3AR CAPACITT (I5L (25J (L5! (1511 115E (1511 115E (15J 'i �V09'=JvDED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS CLEAR !INTE! ttFc INTEL STEEL GRAVITY GRA`�TY !P•FT UF!FT SPAN EOTTOM TOP CAPACITY CAPACITT CAPACITY CAPACITY ?AR CAR (051.1150 (I5L(15J (N5L flI ff1.(2,9J T-1 No.2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LIN2! CLEAR ! INT=! TYPE- LINTEL STEEL GR4v1tt G12AVITY EP,FT !PI LENGTH SP:N CAPACITT CAPACITY CAPACITY CAPACITY BOTTIXi BAR IOP BAR (051. (I5U fly! (1511 (1.5! (I5U f15L f15J TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 28" COMPOSITE LINTELS ! INtE! CLEAR INTEL iYF_ ! NtEL StEE! GRA'ATT GRAVITY !P.FT W9_1ET 'ENGTN SPAN CAPACITY NC- CII CAPACITT CAPACII EOTrQM CAR TOP CAR (D5! 0- (I5L (IHJ (I5L I! J (I5L 05U TABIF No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR L;NTELTIPc LINTE!51 -!GRAVITY GRAVITY I:P_IFi LENGTH 6PAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTOIt BAR TOP EAR (CSL (15'J (I5L (III (I5L 115'J (I5L (15'J TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR !INTE! IYP'c !NM- 5Tc FLA. G¢AVITT .-1IT1 'JPGT I'll LEM;TN oPAN CRAVITY /I5 CAPACITY CAPACITYCAPACITYCAPACfIY CAPACITY B0tTR1 BAR 1GP BAR CAPACITY (051. U r15L flSJ (15! 11,511 (15! 02 .! 3 y' TABI E NO. 9 TABLE NO. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKINGLOADS (PLF) 8" X 32" COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES !.TSL LEKatN C! E.".R 5PM1 LINTEL TYPE SAFE WORKING LOADS (PLF) G3AVIIT CAPACITY EFLI.T CAPACITY (I5L 0- bPhT CAPACITY (151 12- 8" X 6"' RECESS DOOR HEADER 2'-1' F.1A51 -CASs ! INTEL C_AR L NTEL TYPE= LINTEL 5TEE1 UNFILLEDGRANT( C---VITY '.P! Fi !PIFi -NGT14 5P:N I GRA`/ITY CAPACITY CAFAC-ITT SCTTOP CAR CAPACITY (15L(05J (15L(151J -111 (15L(IEJ CAPACITT (15! (25J 3 y' TABLE NO. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WCRKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER L NIE! CLEAR !INTEL TYPE LINTEL 523E-1. GR.1v1TT GFAWITT LP_'FT PI_i5i '-NCIH 6FACAPACITY INCAPACITY CAPACITY OPACITY 20TTg1 dAR TCP 9AR (Dfi1-(IPJ 5! (I5L (I'I UPSJ (15! 125J 3R' 8/20-S-(1) #5/(1) #5 8/24-S-(1)#5/(1) #5 8/16-5-(1) #5/(1) #5 8/14-S-(1) #5/(1) 3E' 8/32-S-(1) #5/(1) #5 8/28 -S -Q) #5/(1) A R C H IT E C TS Design Group Inc: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: 82065.033/00001 PAGE: LINTEL PLAN (LOTT'S) LLLLJ ARCHITECT STATE OF FLORIDA NU16 11 Nib D'I'E: 8/31/18 SCALE: 1/4"=1'-012 SHEET 3C OF 6 TABLE NO. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKINGLOADS (PLF) 8" X 32" COMPOSITE LINTELS !.TSL LEKatN C! E.".R 5PM1 LINTEL TYPE !INTE!STEEL GRA'AlT CAPACITY C 01 SAR TOP CAR 054 - (I5L(I,1 G3AVIIT CAPACITY EFLI.T CAPACITY (I5L 0- bPhT CAPACITY (151 12- 3'-6' 2'-1' F.1A51 -CASs 121 121 1222) (21rz (2)1 1 0000 ,0000 'CO29 0222 'CODD '0990 'OCCO 4'2' ?'-3' FFSCA57 12)rz (21rz 3213 '9009 !0209 !0099 4_ RECAST 11) rz (21 rz 63:0 ©069 :OLH'Y'1, '0229 4'-8• 3'-� F2CAST (t)rz (119 6363 '9999 !09909 RE -CAST (3)9 f2)R 10000 'OCID °b S, 9229 X40' 6'-.'-% 3'-6' FRET -AST --CA5T (119 (tJrz »43 (1)'3 (2JR 1222) OCCO t^000 kill 6513 0- :9069 6-6' 5'-2' -CA,i (2)'4 (2)1 !9999 :000 675 D'OCO 6'3' --CAST (2)'4 (2)1 10)00 '0000 5,11 !9220 1.6' a'-2' -CAST (2)'4 (2)1 - --.'^229 "- 33'6 b' -G' 6'-3' 'i_CA3I F2 -CASs (21.3 I'll b12 (2)'4 (2)8 1436 C_ 0020 4249 3- 2431 121 -D' PRECAST (D'4 (2)2 6134 'O?CO 35:6 'C60 B'-.' 10' 0' 3'-0' I 3'1' 2-_-A51 -RECAST 1 12- 1211 5293 (2)1 0)1 4236 6383 3943 2121 20?3 5301 4133 II'4' ID -D' -=CAST 12)5 1219 4111 4221 1'63 »33 T -C, R• 6' :0'-B' Ir -3' FI�C45i 'CASs (215 1219 3119 (115 (2)9 3:12 3119 3413 1543 1411 wC 2a39 13'-4'FRECA5T 2 13'• 13'-3• RECAbi (3)NN (119 23'9 5 (219 3131 i3E3 3231 12':a '248 23 :6 '14 IS' -3' 13'-� F.<-lNF55ED (2)•4 3231 3131 23:9 4d; Iii' 14'2' F:RES1RE56ED (1)•4 ()rz 2'213 011 1943 6I33 1335 FRESIR55-J' (2)'4 1139 1130 532 19'-4' 10' 0' VC'"- D' '.B'-3' PRESTRE55c� ZiT255C9 12)rz (2)5 (2 1 Bi3 5 (219 '633 1813 623 316 39 B4: ldb 2-0 12'V-0' 20''3' -0' rRE5TRE3�-D 20FRESTrtESED 60 (2)5 (219 :;13 (2)5 (119 '3?O 1,13 1339 349 all 631 643 24'2' 2Y-3' PERRE5rr_J (2)5 TN fall 1:31 313 = TABIF N, 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS !NTE!! LM.aT' C! EAR 6PAV ! Nr3 TYPES ! NtEL STEEL GZAVITT CAF: /.:1iY COITq'I BAR TCP CAR (2b! (15! GRAVITY cCPAcrzY (V9J 4F_IP! C;FA.Cnr (I5LflVPj LRIR CMACItt flEI (25u I'-6' PRECAST FRECAST (1) 2 IS, 3l6 S)I (1)n 3914 12920 16090 O•_^D0 1092'0 9009 1-1 FR'cCA5T ON (3 )9 3651 1022) 1440 '9009 -6' 3•-2' rREC151 12)2 12)1 11,11 101i 3612 8129 4'-b' 5i' 3•-+" FRE -113T FRECA5T (1)1 12)1 1513 12) 9 12) S 4.11 031 4411 550 3-.63 216 4830 -" 6'-4' .• n S=)' �IcCA'T CAST IV (INS 3344 11)Y 12)'J 3938 »64 I. 3 5 2539 3. 3213 6. 6' 3=Z' FRECCA3i 12)12'91 2841 2333 5248 6•-B• l -c• - Prc!'.A3i PS 121.4 (11) n Pia (2)'4 0)2 2,33 2134 2'P,3 2751 123 ]aa 1323 1.3' _RECAST 1216 2m2'23 1'2B 1645 a'-'.' i'-9' T�=Aii F'cCdST l2)•: S51 121'2 (�)rz - 1S5 - 320 1334 1363 22%.3 13:d '-• 'IP -CAST (va (v^. :gin SIT - leo: l5?I FR=CABs 11)'3 (3)2 A165 '265 391 1.'24 T-4' II' -4' ?'2' '0 10'2' ID'"3' 1 cCA5i PRECAST 12)5 I I'3d (t)5 f2)9 �D41 139 C41 613 I'dl !931 II' -1' rRECAdi lt)5 (1 9 ...9 553 531 1021 12•-0' It' -a' F�REC I RECAST 12)5 (213 301 IT (219 343 I ?01 931 Iv�3 i TABLE NO. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WCRKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER L NIE! CLEAR !INTEL TYPE LINTEL 523E-1. GR.1v1TT GFAWITT LP_'FT PI_i5i '-NCIH 6FACAPACITY INCAPACITY CAPACITY OPACITY 20TTg1 dAR TCP 9AR (Dfi1-(IPJ 5! (I5L (I'I UPSJ (15! 125J 3R' 8/20-S-(1) #5/(1) #5 8/24-S-(1)#5/(1) #5 8/16-5-(1) #5/(1) #5 8/14-S-(1) #5/(1) 3E' 8/32-S-(1) #5/(1) #5 8/28 -S -Q) #5/(1) A R C H IT E C TS Design Group Inc: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: 82065.033/00001 PAGE: LINTEL PLAN (LOTT'S) LLLLJ ARCHITECT STATE OF FLORIDA NU16 11 Nib D'I'E: 8/31/18 SCALE: 1/4"=1'-012 SHEET 3C OF 6 I L -6A I I I I I I LANAI \ VOL. CLG. ILS I IN II 25-8H 25-5H 25 -SH 25 -SN L-5 \ EGRE55 GREAT RM. VOL. CLG. DINETTE / \ 5RF&-0E3/IT VOL. CLG. 5R1=28 -08/1T RECESSED \ FOYER 2 -CAR GARAGE / 5FI6-05/IT L-5 V-4' SUITE /OWNER'S VOL. CLC&. / L -6A 1'-6' W17 • L-65 II' -4' 8FI6-I5/IT L-1 V-4' SFI6-IB/IT II KITCHEN = F] L -S 41-6' GLG. O L-10 5'-4' I I L -II 4'-6' AVOL. SII I I io 3.4 fF2__aT) Or -7 '3'-5' i0 4 D' (F�cC45T) :34 L36 1'21 `'96 002 631 630 GROUT 14' - 6•(FRc5TRE95ED) II I DINING I I t.i2 4 7@R.• "'.P3 *x3@5@;..2 2¢ .,, Z ^' 9 LJ VOL. CLGT- PAN. VAULT L J - - - - - I I BDRM. #4 S'-0' CLCs-0' CLCD. I I I 0 BDRM•#2 S'-0' CLG. 25 -SH 25 -SH EGRE55 EGzRE j L-1 11'-4' / L-2 4'-8' 5RF&-0E3/IT L-3 4'-8' 5R1=28 -08/1T RECESSED L -3A 9'-4' FOYER 2 -CAR GARAGE / 5FI6-05/IT L-5 V-4' SUITE /OWNER'S VOL. CLC&. / L -6A 1'-6' IF__] U I I OWNER' n BATH VOL, CL< Qo W.I.C. I I --------- Q O I Q I 2 V-0. CL I BDRM. 3 S'-0' CL G. Ky PL� II II _ W cn r ---Ir -- i L-11 k ENTRY 25-5H 25-5H IK< 13'-3' GLG. EGxRE55 EGRE55 TEMP TEMP - - - - -><L-I 16'-0'x1'-0' O.H. -------------------- L-3A LINTEL PLAN e ELEV. "E" (ELE) EXTERIOR MA50NRY WALL BRG. HEIGHTS 81-0' BRG. I1'-4' BRCS. LOAD BRCS, WALL 4^STm44qCTl LINTEL SCHEDULE LINTEL No. LENGTH TYPE: 5'-0' COMMENTS SRG. HT. L-1 11'-4' II II II r___, L-2 4'-8' 5RF&-0E3/IT L-3 4'-8' 5R1=28 -08/1T RECESSED L -3A 9'-4' FOYER 2 -CAR GARAGE L-4 4'-6' 5FI6-05/IT L-5 V-4' L-3 L-2 6� L-6 1'-6' SFI6-I5/IT L -6A 1'-6' W17 • k ENTRY 25-5H 25-5H IK< 13'-3' GLG. EGxRE55 EGRE55 TEMP TEMP - - - - -><L-I 16'-0'x1'-0' O.H. -------------------- L-3A LINTEL PLAN e ELEV. "E" (ELE) EXTERIOR MA50NRY WALL BRG. HEIGHTS 81-0' BRG. I1'-4' BRCS. LOAD BRCS, WALL 4^STm44qCTl LINTEL SCHEDULE LINTEL No. LENGTH TYPE: 5'-0' COMMENTS SRG. HT. L-1 11'-4' &F20-15AT PRESTRESSED L-2 4'-8' 5RF&-0E3/IT L-3 4'-8' 5R1=28 -08/1T RECESSED L -3A 9'-4' 8F16-IB/iT L-4 4'-6' 5FI6-05/IT L-5 V-4' 5FI6-15AT L-6 1'-6' SFI6-I5/IT L -6A 1'-6' EF16-15AT L-65 II' -4' 8FI6-I5/IT L-1 V-4' SFI6-IB/IT L-8 4'-0 SFI6-05/IT L -S 41-6' 6F1lo-05/IT L-10 5'-4' SFI6-05AT L -II 4'-6' SFI6-05/IT MAT;=RIALS r RA I I T Y (_--, ENERAL NOTES safe load rating based cn raticnai design g� °+t"1a9 9f,E, �.v 9a s x4 �'u c*�aa ga tx37.. n -c-T) SAF -I= L0,4D TA5LE NOTES CLEAR 6 � analysis per ACI 3!3 and ACI 330 ' TO 5'-4• (PRECd6T) X339 ;439 1939 25ED 3'13 4159 b63•m'=.3®:$ 3i :..iii 'xl?53'".� 3)?,;�r. "'9Y{]�3; � = FILLED WITH GROUT / U = UNFILLED I. F. 3' praca9i lintel = 4000 psi F'c prestressed lintei = 6'O'/J�J psi - I w/ 3. Grout per ASTM 6416 f' - 39'0'0 9 ? 9 P /3 Inch a e ata 3 to II inch maximum 3 ggr g slump -. e Masonry Ur.iis (GMU) per ASTM G rlimll mum net area compres siva strength = 19'0'0 p5I - - - ebar per ASTM A6!o grade 6o - _ strand er ASTM A4!6 rad_ 0. 210 lo. r �tr� P 9 9 r� 2l lou relaxation 1. Mortar per ASTM C?1'0 type M or S L 2. 3. �. �. 6. 1. 3. Flovide Pull mortar 'cad and i:ead joints. Shore filled lintels as required. - a a`lon of lintel muni com. with rile Inst II Py = I /cr s�ructural doa.,ments. architectural and U-Liniels are manufactured with 5 1/2' icng _ es at the ends to a -cm -date vertical c II reinforcing and grouting. Reference the CAST-CRPT� Load DeFlecticn Graph' field a for lintei r to L ttcn information. added rebar to oe loafed a tn,. 3ottom field ad _ ottom of the lintel cavil �. y l/32' diameier wire Stirrups gra e�ided to the ottom steel for mechanical ancrorags Cast -in-place concrei may be provided in !9. The exterior Surface of lintels tnstalied .n conere:e mascrry walls shall rave a coating of stucco applied in accordance with ASTM C -2'_b o �r a� r xed coatis. g P o' - - - II Inteia loaded >imultareousi _ o tical _ y ^iih x_r'g (gravity or uplift) ar:d Yorizontal rlateral) loads should be ri'.ecked For the combined lcadlrg with the Follouixe equatien: .^-called vertic al !cad colied horizontal load _, SLD - Fes'. r mental load Data vertical load -0a _ ro I_� I?. Additional lateral load capacliy can be obtained by t're designer cy providing additional reinforced concrete masonry above Fm=19'OCapsl _ - -LATERAL LOAD - - t T -15I S'G OA "TING j FOP D R.. FGR EACH ADDITIONAL REINFGRCED CMU FULL COURSE I/2' r_LR TTP __ rz 19 F_3- R GR40 or C-R, I. All ,ialues based on minimum 4 Inch omlral baring.=xcepttcn: oars loads for unfilled :=I- Y _ _ Itn._> must be reduced b 2'0> 1( 'cearin Ian th Ia y 9 9 lass than 6 I/? Inches. - N,2 =Not Rated 3. Safe loads ars auparimposad allowable load&. 4. Safe loads based on grade 40 or grade 60 Field rebar. E. Cne "l rebar ma ba s-stituted for two "5 rebars y .n 3' lintels cnl 9 _ 0. Tire deli r ma v luate � =n!rated loads g or y e a - Froin the sale load rabies b arear atin the y g maxlml.:n resistir. moment and shear at d -awe from 9 9 Face of supor p-. �. _cmposite Ilniel heights no s _ , use sale load from next loc_r ceight 6ho�a o _ _ - _ 3. For lintel 5 len the not ancon use sa Fa lead ircm 9 , next Ion at len i - g h aho-n 3. All ;af<_ loads in nits of pounds per linear Foo! 10. All safe loads basad on simply Supported span. 11. The m-n:oer in the the parenthesis Indicaie5 the percent g reduction For rade 4'0 field added - - .car. =xam le l'-6' lintei i e 3F3? -13 &ata P SP -- � r ravit lea , 9 y d - 04"12(s2 �./ Io reduc lea o4l_ (.3SJ = 5301 If p = •�+=•: i TO a-6' (F�c-1sTl l 191_3 2 l 1 6 composite Ilniel to (leu of concrete masonry colts. ane Ilniel. See detail a. right: 4 OII rc_.,a <T - '.0. fi1a60.a.. &'Pd2+t: Z 9 �335t i]I;--- TYPE DE5Ir NATI0N r RA I I T Y �o MIN' (1) RE0'D F 2-a g� °+t"1a9 9f,E, �.v 9a s x4 �'u c*�aa ga tx37.. n -c-T) 3 31;9 3 EE l p l 12 1 '96i A.§p3 6C@ .47@4T 4Aa+, 3 ,� -o9:tea a -C-T) CLEAR 6 � 3 31�p ] 31 3 3 15's1 54CO 1 6.24 ' TO 5'-4• (PRECd6T) X339 ;439 1939 25ED 3'13 4159 b63•m'=.3®:$ 3i :..iii 'xl?53'".� 3)?,;�r. "'9Y{]�3; � = FILLED WITH GROUT / U = UNFILLED I Ina 631 2 '3 3 0 V 51-11• TO 6 6 _.dT) 2 a Zlll a 61 Ix3ae`. :F1'.. d'349¢!?�.>?5394 •436aa.,:.'.,0394',$'_963R.. -- FF UANTITY OF >5 RE5AR AT 5OTTOM OF _INTEI TY CAVITY U 4 = 55, 2 l" 94 , _.]56 3 w'- E @5 639@�'- i TO a-6' (F�c-1sTl l 191_3 2 l 1 6 ga. �x L3,452 3 ' 4 OII rc_.,a <T - '.0. fi1a60.a.. &'Pd2+t: Z 9 �335t i]I;--- 11 5 rrvC-'.aT) f 541 513 a< 'is ]Iia ] -- laetl Z io 3.4 fF2__aT) I 11 i554266 less � - '3'-5' i0 4 D' (F�cC45T) :34 L36 1'21 `'96 002 631 630 GROUT 14' - 6•(FRc5TRE95ED) �o ``-ITU - 3'(FR>STRE_&>D) R hR M1R l:R nR hR t.i2 4 7@R.• "'.P3 *x3@5@;..2 2¢ .,, Z ^' 9 I5' --a' To , -4' (Fr 5-55ED)I uF, IF, L 11 Il' -5' TO 15'- -5a 551 \R nR R nR 1R V2 nR M1:R _-5 TO11-' --a1 55-1 �NTITY OF T-� LFEE�AR TO -V O) � q n¢ 22'-1• TO l4' a (r 65 55ED) A R_5 RAT �OTTOMGU, 1.@2.?�' 3 AT TGP _ TO > : rr�a -I Gr _(NTE_ CAVITY .53 NOMINAL HEIGHT 3 4D. :. x 11 > TO Is .4 (FRFs O, 50TTOM REINFGRGINL- NOMINAL WIDTH --;F'bb. m59:. .2?t 1-S/3'ACTUAL '42 Zai Sal 'a 4s. aha F.ROVIDE5 IN LINTEL VARIES) 744MIN �. si 313 ;r sib -.a` kdifS ,995,?{i 3' NOMINAL WIDTH 31 , .5 319 41,&.E. 9 4,3y za -:3sa L 513. as 963.x. 3 3 3 . SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 6 r RA I I T Y iENr ErGT.V _ __ 2-a g� °+t"1a9 9f,E, �.v 9a s x4 �'u c*�aa ga tx37.. n -c-T) 3 31;9 3 EE l p l 12 1 '96i A.§p3 6C@ .47@4T 4Aa+, 3 ,� -o9:tea a -C-T) T51 D ;9scI 6 TO .6'(FR_C..> 3 31�p ] 31 3 3 15's1 54CO 1 6.24 ' TO 5'-4• (PRECd6T) X339 ;439 1939 25ED 3'13 4159 b63•m'=.3®:$ 3i :..iii 'xl?53'".� 3)?,;�r. "'9Y{]�3; � TO>-.D'(Flcc_sTl I Ina 631 2 '3 3 0 »2 591 51-11• TO 6 6 _.dT) 2 a Zlll a 61 Ix3ae`. :F1'.. d'349¢!?�.>?5394 •436aa.,:.'.,0394',$'_963R.. -- ]6 I a5 '33 al 23 2 3 Y. 99 a < 1,39 T-1- TO 3 -4' (FREC,:sTI 7- 55, 2 l" 94 , _.]56 3 w'- E @5 639@�'- i TO a-6' (F�c-1sTl l 191_3 2 l 1 6 ga. �x L3,452 3 ' 4 OII rc_.,a 5 6 19_ 3:33 - '.0. fi1a60.a.. &'Pd2+t: Z 9 �335t i]I;--- 11 5 rrvC-'.aT) f 541 513 a< 'is ]Iia ] -- laetl Z io 3.4 fF2__aT) I 11 i554266 less � - '3'-5' i0 4 D' (F�cC45T) :34 L36 1'21 `'96 002 631 630 113 14' - 6•(FRc5TRE95ED) \R nR hR nR nR M1R nR ``-ITU - 3'(FR>STRE_&>D) R hR M1R l:R nR hR t.i2 4 7@R.• "'.P3 *x3@5@;..2 2¢ .,, Z ^' 9 I5' --a' To , -4' (Fr 5-55ED)I uF, IF, 13' TO : D 11-c s) 11 Il' -5' TO 15'- -5a 551 \R nR R nR 1R V2 nR M1:R _-5 TO11-' --a1 55-1 hR hR R hR hR R �J 4&3..9 .R✓w.: 3.3- _ .U%4^.. 3 ne5.,.v TO -V O) nR nR R nR n¢ 22'-1• TO l4' a (r 65 55ED) hR t� R R nR 6 UPLIFT LAT=RAL L LINTEL L (TTP= 1 L uTE , % I # I -IT Ili -IL li - >Fa Rcru ec9ixT PfiF xSu rkW 3S @2;2® 2i;; �3P(4 7k CF�3,3k 9,r33 FFV 2'-eTO 3 6' (Ff CA 3 z< 3i. 2E3 2 i ,> - 24 > - u.,�x@9,e 4s 3$5 3Zi A@9$.vi{.F @26R 631st ,90.4F': - (rR_C..O p6.9 '65 l63 _ .4196}, ib617 - 4'-6- 1 -c -TI -211 vls »2 591 -R9t�2 ?D.0..Yr2.@l�.e.333::L 4a4a.e2 .x41. .33 l'To >-:'(Fi_„ l M'6 Il Zz 6 ] 1 3 61 4,n ASkl�':di. 3893=W@@69=: 19tTn $g93Jks�v 5-9• TO 5 m' 1 -c -9T) 9 > Fc_ ) _ 1D a2D 6 5-II'i06 0 ..ST) TO 6-b'(Frcc l- 3 51 X21 - '.0. fi1a60.a.. &'Pd2+t: Z 9 �335t i]I;--- c_-. ) 533 - .:-2,+Sex,.. 3x=o 1 3 6 50 23o .rt @ x: ...!@@ Y643`, {,y .:8x33-' �..�'! 5 O.a'-6' (FREc 9T) '6 2 -- ERM e,@,9e,Y 493.E 3i{90-, a ..4.35-. 4:6 3. D 1• To - 4'(FREc.•.5T) 4,4 9< 6 3l a 0 452 4 "a5.7.'' 13' TO : D 11-c s) z3: -el 313 -- o 9 93•kbf1� 33.& -5 D•f-C ..5 a- 1.@2.?�' 3 _5_s5=,`) TO > : rr�a 114"1 .53 i___ esar'64 as"Ss. x4a s ba_: 3 4D. :. x 11 > TO Is .4 (FRFs O, 5SC6 - � -l > --;F'bb. m59:. .2?t 9'-5' TO 31'-i' (FRES '42 Zai Sal 'a 4s. aha ' 744MIN �. si 313 ;r sib -.a` kdifS ,995,?{i 21'-a 1023 O'(FREs 31 , .5 319 41,&.E. 9 4,3y za -:3sa L 513. as 963.x. 3 3 3 . nR 11.6 �( ixnr UPLIFT CFZAVITY _ __ -_ - r�i Tu (T,F_aN_N 9 a nv9 . i' (F - 51r) aSEA.a .6Cv@�� 1 ?x?is kl�v6.,. flfr' T.A iO:-. F! -ST) - a 21 .bl 31 �3'694i` T 5306„'s 33 ap6'?;, _ 4 3 e'.3i ' TO 4 6• 1FRCC-1 @ 3 ' hP56a-1.E995zp6.:'.32633 2@69v'32e },,y9m106'3x a <FRECAST, 2 ITp lb 1 l 2039 1 3366 63 222 533 I 'so ASkl�':di. 3893=W@@69=: 19tTn $g93Jks�v 5-9• TO 5 m' 1 -c -9T) 639 '.653 2!3: 3639 3114 ESD 3190 5'.a 2'as.: 1$43 Y..4$iX 6639,9 ar.E y,34].402 142 -9046 5-II'i06 0 ..ST) - 320 11:1 1369 9'io l-6'(FREC�Si) '59 3l b ':3 5623 %R�'..1�-' 1 -_,:5T) EB Y 3 e3 9 1 3'6 4il9 . .33 rm` . a64'.. .1)F a 314-.- i 3690. {� UPLIFT 0---_L LNT___ N-TIi TYF= OF NT >�61i 9-li 3r -i IT .3'.3 -It X31 -1-IT -1 T alb R_I-N . i' (F - 51r) S E63 ] 6E 3056 '49 D � � x1640y -'2 61,ry- v3@56:1 {{3 SA.�a QSa 410..3. -' S 1!64 261 4 nil I2939 60l 653 .913 s l 4kSf 1Y 6pL421=4493 . 96 a 1 � 92 23.9 231 y 30l a a §i .,6 302x- F. a -e n l <6 1 9 3 3 n 3i 6�i 1 9� TO I-' ( sT) I. 9 x9 3 3z",>7Rt '.@34. .,Tr<@1D.,,. ,;,,34,@�j '313@c TAt3.c• 33]3,e,iss.64 TO 1-6- 11me '' :4z < 1',65 &6l _60 = ey . -4 lss b§)' Fk6 s4 -@b -bads' " 63 222 533 I 'so A R C H I T TC T� Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r _ � �IIIIIIIII� SUHDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA AUG 3 DAZb: 8/31/18 1 SCALE: 1/4"=1'-0" 1 SHEET 3D OF I L -6A I I I I I I L-68 QUALITY PRECAST COMPANY \� 'STRONG' ON SERVICE P.O, Box 11 - Brandon, Ftorlda 33509-0011 L� L-7 L -S L -g F -- \ LANAI I >BDRM #3 25 -SH 25-5H 25 -SH EGRESS 25 -SH EGRE� CL VOL. G. \ I 14 N 1'-6" PRECAST / 2 No.3 1 10000 lu 10000 10000 1291 25 -6H025 -5H \ L-5 PRECAST GREAT RM. VOL, CLG. /OWNER'S SUITE VOL. CLG. DINETTE 10000 10000 10000 4'-0" I 2'-8" VOL. CLG. (2) D4.5'A/IRE \ 10000 10000 10000 10000 4'-6" 3'-2" PRECAST 12) D4.5 WIR`c 2 No.3 ,I 10000 10000 \ - 0 -v0 II KITCHEN VOL. CLG. = ill 9576 1 I 1'&'-0- CLG I OWNER'S " BATH GLG. O 5'-4" 4'-0" PRECAST (2) D4.5 WIRE VOL. 7009 I II III DINING CL G. OO 4'-6" I (2) D4.5 WIRE iII Ll VOL. 10000 10000 PAN. VAULT CLG, I I BDRM. 4 01 I I BDRM. 2 V -O' CLG. 25-5H 25 -SH GRE55 EGRESS TEMP TEMP W.I.C. I S' -O' CLG. -------------- 6 - - 0 QUALITY PRECAST COMPANY \� 'STRONG' ON SERVICE P.O, Box 11 - Brandon, Ftorlda 33509-0011 L� 0- L -I LINTEL LENGTH H 2 "'r- I >BDRM #3 LINTEL STEEL BOTTOM BAR I &'-O'CLG, rr---1 F- A L --JL --J IZ -i FOYER II' -4' CLG. DL -3 �\ L-2 6� (- T ENTRY 13'-3' CLG. L -3A LINTEL PLAN F---� I I L - - - J 2 -CAR GARAGE V -O' CLG. 9l(0' -0'X -l'-0' O.H. -------------------- ELEV. "E" (ELE N 0 < 1 EXTERIOR MASONRY WALL BRG. HEIGHTS S' -O' BRG. IIIIIIIIU HIT II' -4' BRG. LOAF-) BRG. WALL REINFORCING SCHEDULE & LOAD CAPACITIES QUALITY PRECAST COMPANY \� 'STRONG' ON SERVICE P.O, Box 11 - Brandon, Ftorlda 33509-0011 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS TYPE: S' -O' COMMENTS BRG. HT. L -I LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)ik SL (1)#SU (11#5L DETAILV GRAVITY CAPACITY (11#5u DETAIL'V' UPLIFT CAPACITY (0) #SL (1)#SU (1)#5L(1)45U DETAIL. . &'V' UPLIFT CAPACITY (l)#SL (2)#5U DETAIL'W' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 1 10000 10000 10000 10000 1291 1291 PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" I 2'-8" PRECAST (2) D4.5'A/IRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST 12) D4.5 WIR`c 2 No.3 10000 10000 10000 10000 2'-0" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 9576 1 1000010000 (2)No.3 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5700 10000 10000 10000 6'-6" 5'-2' PRECAST (2) D4.5 WIRE 2 No.4 1 7924 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5473 9564 6402 10000 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 5824 10000 8'-4" T-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST 1 (2(D4.5 WIR'c 2 No.4 3536 6205 4141 1 7410 10'-6" 9'-2" 1 PRECAST (2) D4.5 WIRE f2 No. 4 2725 4798 3194----F 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No.S 1 3615 5348 2699 4424 12'-0' 10' 8' PRECAST (2) No.3 2 No. 5 3191 3670 2379 3894 17-6" 11'-2' PRECAST (2) No.3 2 No. 5 2919 3369 2174 3572 13'-4" 12' O' PRECAST (2) No.3 2 No. S 2535 2961 1884 3137 14 O" 12' 8 PRECAST (2) No.3 2 No.5 2278 2698 1691 2856 14'-a, 13'-4" PRESTRESSED (2) No.3 7/16 strand+ 2 No.4 3326 3326 1829 2919 15'-4" 14'-0" PRESTRESSED (2) No.3 [(2 7/16 strand+ 2 No.417'-4" 3031 3031 1666 2702 1259 16'-0' PRESTRESSED (2) No.3 7/16 strand+ 2 No.4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 str 5 2 No. S 1865 1865 1029 1869 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.5 1737 1737 959 1778 21'-4" 20'-0" PRESTRESSED (2) No.3 str (2) 121 No. S nd+ 2 No. 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/ S 16 strand + 2 No. 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED (2)No.3 (2)7/16 strand+ (2) No.5 1250 1250 658 1300 REINFORCING SCHEDULE & LOAD CAPACITIES QUALITY PRECAST COMPANY \� 'STRONG' ON SERVICE P.O, Box 11 - Brandon, Ftorlda 33509-0011 LINTEL NO. LENGTH TYPE: S' -O' COMMENTS BRG. HT. L -I Il' -4' 8/20-5-0X,KUL PRESTRESSED L-2 4'-8' 8/6-5-(IRI/COR L-3 4'-8' 8/28-S-Clll/COR RECESSED L -3A 8'-4' 8/16-5-(IXJ/(IR L-4 4'-6' 8/16-5-0:U/CO)L L-5 8'-4' 8716-5-(ULT/(1R L-6 1291 1291 L -6A 1270 '.. L-65 Il' -4' 8/16-5-CIX!/CUL L-1 V-4' 8/16-S-CIX)/CUL L-5 4'-6' 8/16-5-CIXI/COR L-13 4'-6' 8/16-S-CIXI/COQ L-10 E,'-4' 8/16-S-CIXI/C0x L-11 4'-6' a/16-5-(IXI/C0)L REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16' COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP UPLIFT LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE/ BAR CAPACITY BOTTOM BAR CAPACITY CAPACITY CAPACITY 850 (0)#5L(1)#5 (1)#SL (1)#5 (0)#5L(1)#5U (1)45L [2)#5U 642 DETAIL'H' Y DETAIL'!' Y (1)15L(I)151 D ETA IL'H' &'J' DETAILW 14'-8" 13'4" PRESTRESSED 1 (2) No. 3 121 // 15 sirana + 1419 1 1419 850 1347 642 1 642 1 306 599 2 No.4 TOTAL LATERAL SAFE LOADS (PLF) DOOR LINTEL TYPE LINTELSTEEL TOP LINTEL STEEL GRAVITY SAFE LOAD 15-4" 14'-0" PRESTRESSED (2)No.3 (2)7/161strand + 1291 1291 775 1270 '.. PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 #5 (I) U(0)L #5 (I) U(I)L #5 (1) U (0) L #5 J21 U(1)L 6'-4" 6'-0" 1T-4" 16'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 993 993 600 1084 DETAIL'DU DETAIL'DV DETAIL'DU' &'DV DETAIL'DW 3'-8" 2 No.4 2'-0" PRECAST 12104.5 WIRE (2) No.3 1000D 10000 10000 10000 19'-4" 18'-0" PRESTRESSED (2)No.3 (2)7/16 strand+ 1035 1035 478 936 CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL 2 No.5 UPLIFT SAFE LOAD TOTAL CLEAR 20'-0" 18'-8" PRESTRESSED (2)No.3 (2)7/16 strand+ 961 961 446 872 WIRE/ BAR STEEL 3053 SOLID SO!ID SOLID 2 No.5 ENGTH SPAN SIZE TYPE �LINTELSTEEL BAR BOTTOM PLAIN SOLID PRESTRESSED (2)No.3 (2)7/16 strand+ 834 834 390 763 +511) U (0) L #5 (2) U(1)L (2) D4.5 WIRE DETAIL'DH' DETAIL'DJ' 2 No.5 DETAIL DK' BAR DETAIL'DIX DETAIL'DB' ` PER STRUCTURAL PLAN 6'-B" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 1 1578 1578 7/32' STIRRUPS AT 4'-0"- /-(TIED 2 No. S 2 7/16 t d+ 2'-4" 2'-0' PRECAST (2)D4.5 WIRE (2) No.3 5713 10000 10000- (2) 4'-4" 3'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 PRESTRESSED (2) No. 3 O S ran 2 No. S 642 1 642 1 306 599 9975 TOTAL LATERAL SAFE LOADS (PLF) DOOR LINTEL TYPE LINTELSTEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD GRAVITY & UPLIFT SAFE LOADS (PLF) SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLIDSOLID 5'-4" '.. PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 #5 (I) U(0)L #5 (I) U(I)L #5 (1) U (0) L #5 J21 U(1)L 6'-4" 6'-0" 8"1 RECESS DOOR HEADER 9691 #51 U I L PRECAST 9'-8" 8"x8" RECESS DOOR HEADER DETAIL'DU DETAIL'DV DETAIL'DU' &'DV DETAIL'DW 3'-8" 2'-4" 2'-0" PRECAST 12104.5 WIRE (2) No.3 1000D 10000 10000 10000 (2) No.3 4'0" 4'-2" 2'-8" 2'-4" PRECAST (2) 04.5 WIRE (2) No.3 10000 10000 LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD TOTAL CLEAR DOOR LINTEL TOP WIRE/ STEEL SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID LENGTH SPAN SIZE (PLACED IN FIELDI� WIRE/ BAR STEEL 3053 SOLID SO!ID SOLID SOLID ENGTH SPAN SIZE TYPE �LINTELSTEEL BAR BOTTOM PLAIN SOLID l2)U(1)L BOTTOM PLAIN #5 (I) U(0)L 45 (1)U(1)L +511) U (0) L #5 (2) U(1)L (2) D4.5 WIRE DETAIL'DH' DETAIL'DJ' DETAIL 'DH'&'DJ' DETAIL DK' BAR DETAIL'DIX DETAIL'DB' ` PER STRUCTURAL PLAN 6'-B" 5'-4 5'-0" BAR (2)04.5 WIRE (2)No.4 #5 I U I L 1763 1 1578 1578 7/32' STIRRUPS AT 4'-0"- /-(TIED 3'-8" 2'-4" 2'-0' PRECAST (2)D4.5 WIRE (2) No.3 5713 10000 10000- (2) No.4 1 1409 1 1409 DETAIL'DA' DETAIL'DY DETAIL'DC' DETAIL D5' &'DC' DETAIL'OD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) N..3 1640 1790 1000 686 903 L BOTTOM BARS SEE SCHEDULE 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 3--8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-g' 2-4" PRECAST (2) 04.5 WIRE (2) N..3 1386 1410 z z 75, 4'-8" 3'-4" 4--0" 2--a- 2-4" PRECAST (2) D4.5 WIRE 121 No.3 1597 1801 1801 1483 1483 4'-2" 2--10- 2-6" PRECAST (2) D4.5 WIRE (2) No. 3 1259 1259 2. MIN. BEARING REQUIRED AT EA. END -4" 6'-8" 5'-4" 5'-0' PRECAST (2) C4.5 WIRE (2) No.4 2976 2976 2676 2737 3 . STANDARD FOR REINF. STEEL - ASTM A615 4'-2" 2' 10 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3-0' 2-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE 12) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" X-0" PRECAST (2) D4.5 WIRE (2) No.3 929 a f- -(1)#5 CONTINUOUS RECTD. LENGTH SPAN SIZE WIFE/ BAR BOTTOM BAR SOLID SOLID SOLID PER STRUCTURAL PLAN PLAIN #5(1) U (01 L ##J1(LL " 3'-0" PRECAST 12) D4.5 WIRE (2) N..3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 " 4'-0' (2) C4.5 WIRE 12J No.3 864 995 995 831 831 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 M510 " Y-0' PRECAST (2) D4.5 WIRE 12J No. b 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE 12J No. 4 498 E 4" 6'-0" PRECAST (2) D4.5 WIRE 12J No. 4 542 669 669 462 537 7-8" 8'-4" 8'-0" PRECAST (2) .4.5 WIRE (2) No. 4 294 - 4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 396 1 489 489 261 393 (2) 4'-4" 3'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 3764 6455 4'-8" 8"x32" RECESS DOOR HEADER 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 TOTAL CLEAR DOOR LINTEL TYPE LINTELSTEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD PRECAST (2) D4.5 WIRE (2J No.3 4336 10000 LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLIDSOLID 5'-4" '.. PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 #5 (I) U(0)L #5 (I) U(I)L #5 (1) U (0) L #5 J21 U(1)L 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 #51 U I L PRECAST 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 2202 5434 DETAIL'DU DETAIL'DV DETAIL'DU' &'DV DETAIL'DW 3'-8" 2'-4" 2'-0" PRECAST 12104.5 WIRE (2) No.3 1000D 10000 10000 10000 (2) No.3 4'0" 4'-2" 2'-8" 2'-4" PRECAST (2) 04.5 WIRE (2) No.3 10000 10000 10000 10000 10000 '. 2'-10" 2'-6" PRECAST 121 04 5 WIRE No 3 9563 1DOW 10000 BOTTOM BARS 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 3764 6455 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 2'4' PRECAST 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2J No.3 4336 10000 6110 10000 6'-8" 5'-4" Y-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 2'-6" PRECAST 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 2202 5434 1680 5174 7a 4'-4" X -a' 2'-8" GRAVITY & UPLIFT SAFE LOADS (PLF) (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 8"16'' RECESS DOOR HEADER TOTAL CLEAR UOOR LINTEL TYPE LINTEL STEEL TOP INTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000PS1 GROUT TOP LEG BARS' (SEE SCHEDULE) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 1966 (PLACED IN FIELDI� 3053 3053 #5(IT U(0)L #5(I)U(1)L #'L5 (II UU(01L #S 2' 2' l2)U(1)L 3. STANDARD FOR REINF. STEEL - ASTM A615 5'-8" (1)#5 CONTINUOUS REQ'D. 4'-0' PRECAST (2) D4.5 WIRE DETAIL'DH' DETAIL'DJ' DETAIL 'DH'&'DJ' DETAIL DK' 2085 2085 ` PER STRUCTURAL PLAN 6'-B" 5'-4 5'-0" PRECAST (2)04.5 WIRE (2)No.4 1164 1 1763 1 1578 1578 7/32' STIRRUPS AT 4'-0"- /-(TIED 3'-8" 2'-4" 2'-0' PRECAST (2)D4.5 WIRE (2) No.3 5713 10000 10000- (2) No.4 1 1409 1 1409 88 267 OR WELDED) 9'-8" 1 8'4' 8'-0" PRECAST 1 (2) D4.5 WIRE F (2) No. b 1 1000 1 1000 686 903 L BOTTOM BARS SEE SCHEDULE 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST 12J 04.5 WIRE (2) No.3 4032 10000 8687 9503 1 1 4'-4" 3'-0" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 z z 75, 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: 8 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END -4" 6'-8" 5'-4" 5'-0' PRECAST (2) C4.5 WIRE (2) No.4 2976 2976 2676 2737 3 . STANDARD FOR REINF. STEEL - ASTM A615 TYPICALLINTEL SECTION T-8' 6'-4" 6'-0" PRECAST (2)D4.5 WIRE (2)No. 4 2292 2292 1918 2121 PRECASTCONCRETE 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 8''xl2" RECESS DOOR HEADER 2' 2' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFELOAD UPLIFT SAFE LOAD a f- -(1)#5 CONTINUOUS RECTD. LENGTH SPAN SIZE WIFE/ BAR BOTTOM BAR SOLID SOLID SOLID PER STRUCTURAL PLAN PLAIN #5(1) U (01 L ##J1(LL 8512) U (1( InpJ (h 7/32"STI R R UPS AT 4'-0"cc (TIED OR WELDED) DETAIL'OF DETAIL'DP LU* DETAIL'DE'&'DF DETAIL'DG' BOTTOM BARS 3'-8" 2'-4"2-4' PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 SEE SCHEDULE N 4'4" 2--8" 2'4' PRECAST (2) D4.5 WIRE 12) No.3 2970 4965 4401 4401 2 ? 4'-2" 2--10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 7a 4'-4" X -a' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 NOTES: I. MINIMCOVERAGE OF STEEL -1.5" 4'-8' X-4" 3--0" PRECAST (2)D4.5 WIRE (21 No.3 1966 3390 3053 3053 EA 2. N. BEARING REQUIRED AT EA. EN D - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 TYPICALRECESS DOOR HEADER SECTION 6'-B" 5'-4 5'-0" PRECAST (2)04.5 WIRE (2)No.4 1164 1 1763 1 1578 1578 PRECASTCONCRETE 7'-8" 6'4 6--0" PRECAST (2) 04.5 WIRE (2) No.4 1 1409 1 1409 88 267 9'-8" 1 8'4' 8'-0" PRECAST 1 (2) D4.5 WIRE F (2) No. b 1 1000 1 1000 686 903 A R C H I T E C T S Design Gi0 U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r FI DIV. & LOTNSINGTON ESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) IPROJECT#: R2065.033/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA AUG 3 DALE: 8/31/18 SCALE: 1/4"=1'-0" SHEET 3 E OF FI DIV. & LOTNSINGTON ESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) IPROJECT#: R2065.033/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA AUG 3 DALE: 8/31/18 SCALE: 1/4"=1'-0" SHEET 3 E OF HEADER SPAN CHART (HEADER SIZES FER CHART, L SINGLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR SCHEDULE CONTROL DATE: 0I -0I-':5 UP TO V-4' SIMPSON V-4' TO 1'-0' DBL 2 x IID USP DSL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOUJN STAIRS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER S'-0' TO (W-4' MET?. -!6 450 DBL 2 x 12 HTA'6-!3 1 1400 (l) !Od x I V2' I -PL Y, (6) !bd 2 -PLY, (U5P: (10) !Od X I In' - NO !bd OPTION) 3 1"9� 1900 (2) HTA !6-13 29OD (I4) !bd 2-r Y (15F: NO !bd OFTION) HETA-16 1910 HTA 16 - (3) IOd x I In' I -FLY, (e) I'ad 2 -FLY U5P: OD) !Od x 1 In', NO !6d OPTION -ETA-20 '.919 HTA 2D "&15 l3) I2d x Irz' I -PLY, (31 !'od ?-PLT 'JSF: (1D) !2d x I In NO !sd OPTION (?) HETA-20 2035 2529 (2) HTA-20 311. (!O) !0d x I In' I -FLY (!2)!'ad 2 -PLT (USF: NO !bd OFNCII) Z O LGi-2 ?'SD I IYT-2 195 (l) - I/, x 2 1/4' TITEN, 2 FLY ('JSP: 3LK (5) 114 n OETAL-20 450 NO'J5F CONVHR51ON FOR 51MF5ON GET_-! -2O (13) - !Od x 1 112, 1 FLY MGT 39'&5 MI;GT 4099 (V 5/3' A.T.,Z !N HIGH ST _iH-TH EF -Y (MIN. 12' EMOEDl (22) !0d TO -ID ('JSF: (23) I2d TO WOOD) Ff T-2 !0999 HUGT-2 9365 (2) 3/4' A.T.R. M HIGH 5TRENGTH EFOXT (MA 12' EI'3cD), (!6) !Od TO WOOD ('J5F: '✓70D (3) !2d) HG -T-3 !9539 HKT-35 (2) 3/:' ATR IN NIGH STRENGTH EFOXT (MIN. 12' EMBED), (!6) !2d TO LOOD ('JSF: -P (3)IOd) LGT3-SD523 3295 LUGT-3 5330 (!2) 5D5 1/4'x2 In' TO GIR✓ER (4) 3/3' x TITEN HD TO -!LL (USF: LONG. (4) 3/3' X 5' IEDC-E BOLT, 'WDOD (12) "525, LT -2 12!0 FARALLEL TO WALL 1425FERFENDIC'JL AR To WA LFTa 555 rlw !ed x 1 -la' (1,51:(!2) 1-1x 11R' YGT 4340 NO U5F CON1ER510N FOR 511F5ON `TGT (1) 5/3' ATR. IN HIGH 5TRENGTH EFOXY (MN. 12' EM D), (!bl-5D5 1/4'X3' TO -D (2) VGT 1135 NO USF CONVEFIVDN FOR 51MFaON (2) VGT) (2) 5/9' ATR IN HIGH 5TR=_IGTH EFOXT (MIN. 2' EM3ED), (32)-6D5 1/4'X3' / 2 FLY MT6-12 !000 MT'W 12 - (!4) i.d x I In' (U5P: (14) !Od x I In', (14) 10d) HTS -'.6 I'SD HTW !6 66D (16) I.d x I In' (U5P: (!6)!0d x 1 112', (''&19d) HT5-20 450 HN) 20 2045 (24) I2d x I In' (USF: (24) 12d a I In', (20) !2d) HT5-24 1459 ''7U 24 2045 (24) IDd x I In' (USF: (24) I2d x I Irz'. (2D) !2d) L5TA-I2 a - 13TA 12 6'.D C.) 10d USF: 0D) !2d LSTA-18 • 1235 16TA 13 359 04)!0d ;J5F; (I4)!Od MSTA-13 : 1315 MTA. -'.3 1315 (I4)IOd 'J5F: (14)!Od V) 1.5TA-24 : 1649 M5TA-24 1150 (t3) IDd U5F: (ia)!Od D_ 1..5TA-3D - 2250 16TA-3O 2!40 (22)I0d 'J5F: (J2)!2d < MSTA-36 2059 M5TA-36 - (26)!Od U5P: (2b)!0d F-- MST; -36 3990 K5T1 236 3oW (36) IOd x 11/2' J5F: (36) IOd x I In' N M6TI-49 5265 KT51 243 4259 (45) IOd x I In' U5F: (49) Od x I In' ESD LFTA b (9) 3d TO FLAT 5, (91 9d TO 5TUD5 ('J5F: (!6) ad x 1 In', C.) 5d) SF4 3377 SFT 4 (6) !2d x 1 In' TO 5TUD5 J5F: (6) !Od x 1 In' TO 5TUD5 A34395 I' .P 34 4!0 (4) 3d .1 In' TO BE.^ -.M, (4) 3d x 1 In' TO FC5T. 'J5F: (4) 5d x I In' TO SEAM, (4) 3d x 1 In TO FOST. HCFL 645 HNOF 2 'D1. (12) :2d x I Irz' U6F: NO) !Od x I Irz' TO TRU55, CI I2d X 1 I/2' TO FLATE H.OA 1340 RT :6A ?!90 (!9) IDd x I In' U5P: (31 'Od x 1 1/2' TO TRJ55, (3) !Dd X I In' TO PLATE /GT (HDU3 4565 F -D 4A 4535 (!6/-5D5 1/4':x3' TO -TODD, (101-5D5114,0 In' J/ TI,cADED ROD. (2) N'JT5AJA5:;ERn FLY USF: 519' ATR MIN. 1' EMBED 5ET IN HIGH 5TRENGTH EFOXT, (101'L5J 'LAD SCRH-15 VGT t -DT3 494. TDX 10 510 (!6l-SD5 1/4'x3' TO '1OOD, (3)-3/4' 5PJD 30LT5 'W/ TF.R=ADED ROD, (2) N'UT5/'1'ASHERn FLY 'J5P: 1/3' ATR MIN. l' EM D 5ET N HIGH 5TRENGTH EFOXY. (4) 1/3' TkRJ-301T5 AB'J 44 22905 PA'J 44 2535 61-15 (1) 5/9' A.T.R IN HIGH STS NGTH EPDXY, (MIN- l' EM3ED.) IN CONIC., (l2) I'&d TO IA'pOD USF: 5A:'E AS 51MF50N A3'J 66 2300 12000 F_ -'J &6 ?535 13315 (IJ 5/9' A.T.R. IN HIGH 5TRENGTH EFOXY, (MIN. I' EI'-i3EDJ IN -NC, (12P.&d TO'YOOD 'J5F: 54r� AS 51MF5ON N LTTn . 1340 ITS i3 1205 (I) 3/4' A.T.R. N HiGH 5TRENGTH EPDXY, (MN. l' = 3EDJ IN CONC, (3)!Od TO ILOOD U5F: 5A iE A5 5T F5 O LTT?23 ... ISDO 1T5 223 ;IDS (111/2' A.T.R. IN HIGH 5TRENGT4 EFOXY, (MIN. l' EMBED.) IN CONIC, OVIOd TO '_COD USF; 3/4' ATR MIN l' EMBED SET iN HiGH STR_^NGTH EFOXY, (10) !Dd, (!O) IOd x 1 1/2', 2 -In' iE C,.) HTT4 4455 HTT45 4465 (V 5/9' ATR IN HIGH OFTI N 5: EFOXY <(20)I' EM3ED) IN GONC, (!9) 5D^'.0 x I Irz' ('J5P: (291 !bd X 2-V2') 'U6F HAS MORE NAIL OPTIONS: <2D1 !Od, (2D1'.Od x I -In', (201 !6d x 2 In' Z Q -TTS 32'0 HTT45 5439 (1) 5/5' A.T.R. IN HIGH 5TRENGTH EFOXY (MIN. l' EMBED) IN GONG, (261 15d X 2 In' (U6F: (2D) !bd X 2 -In') 'J5P HA5 MORE NAIL OFTION5: (29)!.d, (29)'Od x -V2', (20) !bd x 2 In' HHDO!1-695 2.5. 11,>D UPHD II 12D9O (U i' A.T.R M HIGH 5T�rTH =P?XY, (I'i !D• EMBEDJ IN CONc., (24J SDS Y' x 2)i' W'roO SC,cWS ('J5P• (241 LL33 ".✓JOD SG,Z-W5) HDl3 6645 TDX !0 5110 (1) l/9' A5. IN H'G-,H 5TRENGTH EFOXY, (MIN. l' -M3 DJ IN GONG., (3) 3/4' 5TUD BOL T5 TO WOOD N5F: (411/9' 301 T5) cn MBNA 3 6/11.25 3415 5339 NFM55XI2J 3!'&5 1139 5,111 : (1) 3/4' AS. TN HIGH 3T,c-NGT'H EFOXY, (MIN. 6.T5' EMBEDIENT) IN CMJ. TOP, (1) 3/3' I- IN HIGH 5TRENGTH EF0.1, (MIN. -. 5' EMBEDMENT) IN GM!J. FACE, (:,9)!.d TO BEA"1 '51, flJ In' J -BOLT W/ HiNIM'�M 6: EM3ED. ( NOT I E55 THIN 4'rii lJM EDG-E OF CJNC'!1/ 3/4' DI1 ITJ RA'- T„i=DH'EAD DYNA 3.L T 5LEEY ANG'HGR GR E4. 'W/ MN. 5 EM3ED DEFTH IN6TALLED IN THE FACE. ( 4J I2d AT JOIST Ol LJ (� 1U_4!2 (W'OOD) 3635 ab0 (FLR) 32'05 (ROOF) HU54'2 2530 (F --.'J 30'&9 3225 (ROOF) _ _ (101 !bd TO H=ADER, (0) Ibd TO 'WOOD U5P: SAME Aa 51MF50N HU 4''D (CMU) 130 5--a- -D4!O IF1>J� - 3115 (19) 1/4 x 2-3/:' TITEN (9 FER FLANGE) TO CMU, VD112d TO'YOD: (U5P: C5)1/4' x 3'W53 5CREW5, (10) Id TO'WCOD. Q _ HYJC2O.2 (CMU) iaiD 5025 HD2!2-2!F 1'25 3115 (19) 1/."' x 2-3/4' TITEN (5 FER FLANGE) TO CMU, (!D) Ddi TO WOOD: (USF: ('3) I/4' .3"X$5 SCR=16, (10) !2d TO WOOD HUC2:D-3 (CMU) 13:9 1090 HD21O-3iF - 3115 (I6) 1/4 x 2-3/4' TITEN (9 FER FLANGE; TO CMU, VO) IOd TO WOOD: (U5P: (!3) I/4' x 3- W63 5CREW5, (!O) !Od TO'WOOD LGl-M2o-2-SD"o 14:0 - NO'J5F -VER51ON FOR 5IMF5ON 1GUM2b-'_-5DS (4) 3/5' x 4' TIT -=N HD ANCHOR5 (2 FER FLAICE) TO CMV, (4)1/4' X 2 In' 5D5 5Om==W5 TO WOOD HIGH 5TREIC-71EPDXT + 51MF50N '5ET EFOXY-TIE'. CONTACT THE ARCHITEOT/ENG-iNEER RECORD FOR 1LRITTEN AFFRO'A FRIOR TO 6UBSTIPJTING- FOR SIMILAR EFO'XY FRODUCT5 OR U6F - CIA ADH 511E AYCHGRiNG 5Y5TEM5. ANCHOR E;`13EDMENT 15 GREATER THAN l' -_FF, T'n'E VERTICAL CELL IN CMU. L'IALL ML'5T 5H F11 LE=D SOLID 'u/ GROUT. : COM MON NAIL5 CAN 3E 51.35TITUTED UITH IOd x 1 In' NA!L5 IN CONJUNCTION 'WITH A 23q. REDUCTION 'd FR!CR TO iN5TALLATION. IN THE A' LO"JA3LE LOAD. WRITTEN FROM THE ARCHITECT 15 O'JiRED FOR THIS AFFLICAT!ON .: MINIMUM EMBEDMENT INTO THE TOP OF A 30NIr EAM 'LILL BE 5', MINIMUM EM3EDMENT INTO THE FOUNDATION 'W11 L EE l' Ld O ATR + A-331 ALL THREAD ROD (BIZE FF, OTECTION TYFE. LENGTH, ETC. VARIES) z 3ECAU6E OF THE WIDE 15 SED. VARIETY OF MATERIAL5, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTOR5, THE CONTRACTOR MU5T 3E R-5FON5151E FOR MAKING 5URE THAT THE F ROFER CORRO5!ON FROTECTION HEN U51N1, 5TAINLE55 STEEL OONNECT1,R5, 'USE STAINLESS STEEL FASTENERS .'HEN 'US- IMAX / HDG G_-L`/AYI?ED CONNECiGRS, 'UBE FASTENERS GALVANIZED PER ASTM -A53 5E OFEXFANS!ON M'CHGRS WILL BE =/ALUATED ON AN INDIVIDUAL 9A5i5 AYD MU5T HA =_' ,-,TTEN AFFROVAL FROM THE ARCHITECT,cN EER CF :'c-C.".,J FRICR TO 'J5= _ CONN=GTGR vALLES 3A5ED - ON 61MF5ON 'UOOD CONSTRUCTION CON\ CTCR6 C-20'3' ,'HIGH WIND-RE515TANT CONSTRUCTION C 'HWO9, AYD ANCHORING < FASTENING SYSTE :5 FOR CONCRETE a MASONRY CATALOG- HEADER SPAN CHART (HEADER SIZES FER CHART, L SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6, UP TO V-4' DBL 2 x 13 V-4' TO 1'-0' DBL 2 x IID 1'-0' TO 10'-0' DSL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOUJN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO V-0' DBL 2 x 8 S'-0' TO (W-4' DSL 2 x 10 &'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER I 2 x 12 (•2 SYP) l/16' OSB (TYP.) NAIL (3)12c[ w 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO F' 0' TO 8'-0' U.N.O. 4' -II 1/2' 7'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UXO. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U,N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL E3FG. HEIGHTS 5RG. III rr,-n-q LOAD E3FG. WALL yv� �A CJIV CJ3V CJSV (2) META-Iro- (2) META - 910 DO9 D08 DOI DOro CJ3 CJ I 2x8 KNEEWALL UJ/ STUDS a Iro' O.0 SECURE TO CMU W/ Vx9'I ANCHOR 50LT. UJ/ 2' IUASHER SET IN 511-11=50N HIGH STRENGTH EPDXY a 32' O.C. (T MIN. EM5ED) r r r r r r r r r r r r U U U U U U ri ri m U U (2) 2x12 5EAM a Idl'-3' 5RCG. HGT. SECURE TRUSS TO D5L. 5 2x12 5M. INTO 5M. POCKET UJ/ (2) MTSA-24. FRAMING PLAN ® ELEV. 11E11 ELE CJ1V CJ3Y CJ5V �(2) META -16 A01 A02 _(2) META -16 A03 A04 A05 AO6 A0l A08 A08 AOS A05 AOS A05 AO9 AO9 A09 A09 A09 AO9 AIO All AI2 505 504 503 503 503 803 503 501 A R C H IT E C TS �DF GI oUesipinnc. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #- nnn3ig.., O ,V V/ CD E O C c m SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: ROOF FRAMING PLAN ARCHITECT- STATE OF FLORIDA 1 DAIE: 6/31/18 SCALE: 1/4"=1)-O)) SHEET 4 Or PRE- ENG. TRUSSES SECURED PER FRAMING NOTES P.T. Ix2 W1 MTL. DRIP EDGE 2xo SUS -BAND SECURE (2) 2x12 HDR. INTO POCKET BM. OF� 2x4 KNEEWALL UJ/ (2) MTA24e EA END 13'-3" BRG. HT, a ENTRY ................................................... a I I a I- 03' HIGH 2x4 KNEEWALL FRAMED 10'0.C, MAX II' -4" BLK. HGT. SECURE P.T. 2x4 BTM. PLATE TO BLK. W1 2'"x9" ANCHOR BOLT W/ 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY o" EMBED. MIN. �D 32" OC MAX. - ° I°f ARCH CROWN ARCH SPRINGL INE a° 8'-O" BRG. HT. PRE -CAST CMU UJ/ TEXTURED LINTEL CEMENTIOUS COATING a °° PER (ASTM C92e,) TYP. m 2"o —° °a°fig co 0'-0' FIN. FLR. `r IIj %�/////�\/////\\/ /A/VVvX/Xxx%X>//�vy////i\\/////\�1; /\\/\j\/ ENTRY DETAIL 5EF FOUNDATION SCALE: 1"=V-0' PLAN � A R C H I T E C T S Design oeIG ro 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 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: ENTRY FRAMING DETAIL ARCHITECT: STATE OF FLORIDA .AUG 31 SCALE: 1/4"=1'-0" SHEET OF SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: ENTRY FRAMING DETAIL ARCHITECT: STATE OF FLORIDA .AUG 31 SCALE: 1/4"=1'-0" SHEET OF ELECTRIC,4L LEGEND BATT. ENQC-W & HA;V URE LOAD INFORMATION 5YM50L DEFINITION NOTE$ 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. CEILING MOUNTED LIGHT VGra W FALLT O IIOV OUTLETEQUIPPED RITERrTER (TA VER RESISTAM O VAPOR PROOF RECE55ED CAN 1 DISHWASHER TYFE) TRANSFORMER 5ANK: 50kVA 5000 1 DISPOSAL (1/3 HP) VENT FAN W/ LIGHT ® 110V FLOOR EQUIFFM v GROW FALT M1ERi TER ITNfER F£6IBTNlT VOLTAGE: 1020/13200-240/4001/ REMAINDER OF GENERAL LOAD AT 40% 19248 VA x .4 OUTLET iYF£7 SERA/ICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL 5YMMETRICAL FAULT CIRCUIT 0 110V5WITCHED EQUIFFW VGR9WDFW)LT 5520 OUTLET HTERwTER(TAMP RfeSIOTANT TYPE) AT 5ECONDARY SIDE- (120/240 VOLTS) MAXIMUM FAULT GURRENT: 13390 amps -�q ® PANEL NET TOTAL HEAT 110v GFI E0JlPFED IV GRaW FAULT MTEFdPER(TAMFER FESISTANT 29719 CALCULATED LOAD FOR SERVICE 21719 VA/240 V= 123.82 AMP 150 AMP SERVICE OUTLET TYF£) POWER COMPANY F_ TRANSFORMER 220V OUTLET 4 URE CCRECTICN EXTERIOR CEILRG BOX KMIFFTD TO BE O WATERPROOF OUTLET UPPOWFD H ACCOFDAWE LLV SERVICE 5Y OTHERS SPRIt' BOX MARKED AS 9UC14 FOR NSFECTICN SWITCH SPEAKER PRE -WIRE (3) 012 CU. THWN IN 1/2' CONDUIT FLOOD LIGHT 0 SWITCH 3-U4Y OFERATICN GRADE L SYSTEM KEYPAD (3)" I THHN/THWN COPPER CONDUCTORS, (1) " 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. NEMA 3R COM50 DISCONNECT M AND METER CAN 150 AMP. PHONE / DATA WEATHER PROOF SOX $4 SWITCH 4-w4Y OFER4TICN 15 0 A I 11 E L E C I� I l�)"'"l L I\ I S E w NOTE: DIMMER 5WITC4 ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. (� WALL MOUNTED 150 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TEIRM'iINAL AT LOW VOLTAGE CONNECTIONS EXTERIOR GPI RECEPTACLE PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE"D2) LIGHT BATT. ENQC-W & HA;V URE LOAD INFORMATION a WALL SCONCE PRE -WIRE 6102 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. CEILING MOUNTED LIGHT 1 LAUNDRY CIRCUIT AT O RECESSED CAN 8000 O VAPOR PROOF RECE55ED CAN 1 DISHWASHER e VENT FAN 5000 1 DISPOSAL (1/3 HP) VENT FAN W/ LIGHT SUBTOTAL OF GENERAL LOAD 29248 24' LIGHT STRIP 10000 REMAINDER OF GENERAL LOAD AT 40% 19248 VA x .4 46' LIGHT STRIP TOTAL NET GENERAL LOAD 17699 0 FUORESCENT 24' FLUORESCENT WAP ARWO 5520 ACK FLUORESCENT -�q ® PANEL NET TOTAL HEAT 12020 5TRI.IGTURED WIRE PANEL 29719 CALCULATED LOAD FOR SERVICE 21719 VA/240 V= 123.82 AMP 150 AMP SERVICE METER 150 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TEIRM'iINAL AT LOW VOLTAGE CONNECTIONS EXTERIOR GPI RECEPTACLE PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE"D2) HOUSE PLAN: SEAGATE MODEL BATT. ENQC-W & HA;V URE LOAD INFORMATION VA 2034 SQ.FT. GENERAL LIGHTING X3 VA PER SQFT 6102 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 8000 1 WATER HEATER 4500 1 DISHWASHER 900 1 CLOTHES DRYER 5000 1 DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 29248 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 19248 VA x .4 7699 TOTAL NET GENERAL LOAD 17699 10 KW AIR HANDLER HEAT PUMP AT 65% 6500 3 TON AIR CONDITIONING UNIT 5520 ACK 4 NET GENERAL LOAD 17699 NET TOTAL HEAT 12020 TOTAL LOAD 29719 CALCULATED LOAD FOR SERVICE 21719 VA/240 V= 123.82 AMP 150 AMP SERVICE Box MARW As SUCH FOR 0. SMOKE BATT. ENQC-W & HA;V URE DETECTOR NTEFCC"CMD ® CARBON MONOXIDE BATT. BAa<-Ir w www m DETECTOR NTERCMECTED SMOKE / CARBON 8 MONOXIDE fin' DACK-U- uv HAKwTRE HtErgctID DETECTOR COMBO PENDANT LIGHT Y TES ACK 4 GAS OUTLET © CEILING FAN / CEILW. BOX REWFW TO BE VA -FORTED N ACCMANCE uu LIGHT Box MARW As SUCH FOR R6KcTIGN CEILRG BOX KMIFFTD TO BE O J -BOX UPPOWFD H ACCOFDAWE LLV BOX MARKED AS 9UC14 FOR NSFECTICN O SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD DIGITAL KEYPAD WATER HEATER u DISCOtWEGT (�1 AIR COND. u DISCONNECT TELEVISICN JACK ,�s, EMEF<iENCY L_J LIGHTING O DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO 5E DETERMINED 5Y BUILDER / HOMEMER -ALL RECEPTACLES IN HA51TA5LE ROOMS ARE TO 5E ARC FAULT AND TAMPER RE515TANT TYPE CABLE / TV WEATHER PROOF BOX DEDICATED 20 - AMP OUTLET FOR M.WAVE COACH _ COACH LIGHT - - — - LIGHT ELECTRICAL PLAN METER VERIFY LOCATION A R C H IT E C TS Des' n Giou Inc. 1441 N. RONALD REAGAN BLVD. LON G W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA AUG A 2018 DA7�k: 6/31/16 SALE:1/4"= — 0" SHEET 6 OF SHINGLES OR TILE (PER COMMUNITY SPEGS) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB, INSTALLED PER SECTION 8905 OF THE FBCR, RE -ENGINEERED i° 6TH EDITION (2011) GABLE ROOF TRUSS ❑ DO NOT EXCEED 4 _ ❑ p0 NOT EXCEED � , ,� 2x4 BLOCKING BETWEEN TRUSSES 8' CMU BLOCK 8" CMU BLOCK OVER ROOF S�_ATHING (TYPE AND ATTACHMENT 2x FIRST KI BAYS Z' DRYWALL 3" DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE" AT 0' O.G.) SHEATHING SEAMS) P.T. Ix4 or 4'x4' MIN. Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4"x4" MIN. (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE— FASTENER SCHEDULE FGR ATTACHMENT— DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT SCHED V LE 2x6 SUB -BAND- �_:OOR OOR CASING STIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL JAMB / WINDOW VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW MEMBER w/ (2) 12d NAILS 8' FROM OVER 4'-10" HIGH (ATTACHED TO BLOCKING TEXTURED CEMENTITIOUS COATING MIN. ,,,, (ATTACHED TO BLOCKING a l ,o PER TRUSS ENGINEERING) EACH END and a 18' O.C. MAX P.T. Ix4 or 4'x4 MIN: (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFRS SF'ECIFIGATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED 5ECURE P.T. 2x8 TO BLOCK W/Yz° x 9" 3i I� 2 -LAYER WATER RESISTANT BARRIER, OVER PER FL aN ANCHOR BOLT W/ 2° WASHER, SET IN (IJ io TAPCON (MIN. EMBEDMENT 14 ) 3 5 8" FROM EACH END and a 18" O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK +Y Or +Y ) WINDOW TO BLOCK (+3") ( METHOD DOOR JA1IB TO BLOCK PER "NAILING SCHEDULE ` (6' MIN. EMBEDMENT 32' O.C. MAX) DOOR JA>VIB TO BLOCK Or +� or ` T 4 4) (+3 ) (U DRIVE PIN, 8" FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE """' `� 4A 4E a 18" O.G. MAX w/ 12d NAILS � 8" O.C. MAX ) scAL E: r=r-0' 3cALE: i'=I'-�' MIN. SHANK SIZE .145 - < - MIN. HEAD SIZE .300 �Ya2 -_ ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14" TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED @ MID -POINT OF TRUSS SPAN NOTE: NOTE: Z' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK W/ (1) I�" TAPCON G926) OVER CM - ❑ DO NOT EXCEED " ❑ DO NOT EXCEED i� (R -VALUE PER ENERGY CALCS) 4 (MIN. EMBEDMENT 14) 8' FROM EACH �^ 'GYPSUM BOARD OR 2° HIGH STRENGTH 8' CMU BLOCK END and a 18° O.C. MAX 8° CMU BLOCK CEILING BOARD ? DRYWALL 2° DRYWALL or oINGL sroRY r ONG. FILLED U -BLOCK w/ (I) 05 P.T. 2x (I) DRIVE PIN, 8' FROM EACH END and 1 BLOCK WALL SECTION - GABLE ROOF (5EE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4'x4" MIN. Ix4 or Ix2 P.T. NAILER 18" O.G. MAX CONTINUOUS REBAR c SCALE: 3/4'=I'-0' F STENER SCHEDULE FCR ATTACHMENr� DOOR CASING ^ (SEE WINDOW/DOGR JAMB BLOCKING 6° OSB (4° WIDE MIN.) MIN. SHANK SIZE .145 r oTENER SCHEDULE FOR ATTACHMENT MIN. HEAP SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR G SING " (ATTACHED TO BLOCKING MEMBER W/ (2) 126 NAILS 8" FROM OOR JAMB / WINDOW MIN. EMBEDMENT 14 SHINGLES OR TILE (PEP, COMMUNITY SPECS) PER MFR'S SPECIFICATIONS' EACH END and a 18' O.G. MAX (ATTACHED TO BLOCKING OVER 130 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR,1 NOTE: SECURE TO BLOCK w/ (2) ib" TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+I Y) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 14°) 8" FROM EACH / DOOR JAMB TO BLOCK (+1 �) THROUGH NON-STRUCTURAL MEMBER (Ix or 1" OSB) END and @ 18" O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4-B i, W/ 4 TAPCON MIN. 14" EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE° ScaLE: r'r ID' (2) DRIVE PINS, 8" FROM EACH END and RE -ENGINEERED ROOF TRUSS a 18" O.G. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3y6") MIN. SHANK SIZE .145 (PER PLAN1 � (R -VALUE PER ENERGY CALCS) NOTE: 61ZE 300 DOOR JAiV�B TO BLOCK (+3 %6") MIN. EMBEDMENT I \ X ) SHIM AS NEEDED 4F' scALE: r=r-0' 4 METAL DRIP EDGE- sTO PLUMB JAMB. I" 3' GYPSUM BOARD OR" HIGH DO NOT EXCEED 4 P.T. 2x8: 2x6 SUB -BAND-- 1, - STRENGTH CEILING BOARD3 8° GNU BLOCK SECURE TO BLOCK w/ (2) 16' TAPGONS VENTED --GONG. FILLED U -BLOCK W/ !° DRYWALL NOTE: (MIN. EMBEDMENT I 4l'),5' FROM EACH ALUMINUM SOFFIT (1) 15 CONTINUOUS REBAR P.T. 2xIx4 or Ix2 P.T. NAILER L21SHIM AS NEEDED END and a 18° O.G. MAX ER PLAN'. (SEE WINDOW/DOOR JAMB BLOCKING RECAST LINTEL i° " TO PLUMB JAMB. or FASTENER SCHEDULE FOR ATTACHMENT) – 16 OSB (4 WIDE MIN.) (2) DRIVE PINS, 8" FROM EACH END and WINDOW (PER PLAN), �.._ (SIZE AND REINFORCEMENT po NOT EXCEED DOOR CASING D �° ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW 18 MAX SIZE .145 SPECIFICATION - (ATTACHED TO BLOCKING 8 CMU BLOCK MIN PER MFR'S SPECIFICATIONS [DRYWALL MIN. HEAP SIZE .300 n� NOTE: P.T. Ix4 or 4"x4" MIN. Ix4 or Ix2 PPN.T. NAILER MIN. EMBEDMENT 14° K STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DooR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ArracHMENT) — THRCUGH NON-STRUCTURAL MEMBER (Ix or r° OSB) DOOR CASING P.T. (2) 2x4: Rq PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) w/ 3u TAPCON MIN. I SECURE 2nd 2x TO STRUCTURAL 6 4�° EMBEDMENT INTO BLOCMEMBER w/ (2) 126 NAILS 8° FROM o0R JAMB/ WINDOW SECURE TO BLOCK w/ (I) 4" TAPCON PLACE SILL (PER BLpR>� ;' GYPSUM WALL BOARD EACH END and @ 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14') 8° FROM EACH TEXTURED CEMENTITIOUSU ^5 REBAR VERTICALLY IN WINDOW TO BLOCK (+I 1�6) PER MFR'S SPECIFICATIONS) END and 18" O.C. MAX COATING MIN. (PER ASTM /-(CONC. POURED CELL NOTE: or C926) OVER GNU (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+I 1l,,6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SEGURED (1) DRIVE PIN, a' FROM EACH END and s 18° O.C, MAX 8" CMU- — 4' P.T. FURRING STRIPS 16' O.C. 4C SCAL E: i.,� -O, THROUGH NON STRUCTURAL MEMBER (Ix or i1° OSB) MIN. SHANK SIZE .145 Lu/ 4° TAPCON MIN. I �" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 WOOD BASE MIN. EMBEDMENT 11:, fl 4° NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 16") P.T. (2) 2x6: CONCRETE SLAB DO NOT EXCEED 4G STALE: I','_O' SECURE TO BLOCK w/ (2J" TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH ° AND REINFORCEMENT) 8' CMU BLOCK a ENE) and 18" O.G. MAX XTERIOR WALL FOOTING '-' DRYWALL UPLIFT UPTO 1,115 Ib or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or Ix2 P.T. NAILER (2) [DRIVE PINS, 8" FROM EACH END and SIMPSON HT520 w/ (10) 10d NAILS TO TRUSS 4 BLOCK WALL SECTION - HIP ROOF' AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING � IS' O.C, MAX 2 F.T.Ix (4' WIDE MIN.) SINGLE STORY SCALE: 3/4 4-O' FASTENER SCHEDULE FOR ATTACHMENT; (4) 4"X2 A° 7APCONS INTO BOND BEAM REENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING CONTINUOUS BOND MIN. EMBEDMENT I i BATT INSULATION ADHERED TO CEILING a" GYPSUM BOARD OR Z" HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM 4' BOARD ( ,-VALUE PER ENERGY CALCS STRENGTH CEILING 50ARD (2) oIMPSON HTS20 EACH SIDE OF TRUSS w/ NOTE: I", �" (10J 10d NAILS TO TRUSS 4 l4) 4X2 4 TAPCONS P.T. (2) 2x8: EMI STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or a" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS' SECURE TO BLOCK w/ (2) 4' TAPCONS . - - - L - - - FROM EACH 4" �MBEDM�NT INTO BI OCK _ and IS O.C. MAX w/ 3° TAPCON MINI I SMB DMENT E 4° 8' 6 END a " TAPCONS MIN. or OPENINCs??' x 30' MIN. �400[) CASING AT SIDE WINDOW TO BLOCK (+2 2" COVER (2) DRIVE PINS, 8" FROM EACH END and ATTIC ACCESS 2' APART 18" O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 �¢) TRUSS ANCHOR RETRO -FIT MIN. SHANK SIZE .145 SCALE: NTS, SHALL COMPLY WITH MIN 30" HEADROOM WOOD CASING 4 GYP. qq `hD � SCALE: NT SMIN, SIZE .300 PER 8801.1 OF THE FBCR 2011, 6?n EDITION BOARD (TYP) ..5, MIN. EMBEDMENT 1 4 L J A R C H I T E C T S GDgsign f lTlnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r FE DIV. & LOT: NSINGTON ESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA AUG A /If 618 AR NO -12079 D E: 8/31/18 SCALE: 1/4"=1'-0" SHEET FE DIV. & LOT: NSINGTON ESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA AUG A /If 618 AR NO -12079 D E: 8/31/18 SCALE: 1/4"=1'-0" SHEET NAILING SCHEDULE 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK �I - '°° 4 ° AND REINFORCEMENT) ° - INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE ° ° 441 ° ONCRETE SLAB ° (SEE FOUNDATION PLAN FOR SIZE i- O.G. MAX ONCRETE SLAB ° 4 ° ISEE FOUNDATION PLAN FOR SIZE �, auILDING L EN�sTH I ROOF DIAPHRAGM - ASPHALT SHINGLE ROUND, MODIFIED OR T 2 %a" .131 2x LBW (STUD SIZE, SPADING PRE-ENGINEERED PRE-ENGINEERED 11 Yo" 0.5.8. or y" CDX PLYWOOD - 3d RING SHANK GUN NAILS a 4" O.C. a SUPPORTED PANEL PER INCH) BRACING FOR GABLE END FRAMING 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRU55 EDGES AND 3d RING 5HANK GUN NAILS a o" O.G. o INTERMEDIATE SUPPORTS. SEE DETAIL. AND REINFORCEMENT) ROOF SHEATHING TO GABLE END FRAME USE 3d RING 5HANK GUN NAILS 'a 4' O.G. EDGEWISE. UTFklnrd RFAPINIIIaI I FnnTIN( NITPPInP RFAPIIIr, IIIAI I nnTl Ir ECU2x TO CMU w/ (3)Y" x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, ANCHOR BOLT w/ 2° WASHER SET = IN OR USP HIGH OUBLE TOP PLATE TO STUD !DOUBLE TOP PLATE TO STUD ROOF DIAPHRAGM GEMENTITIOUS TILE or METAL STRENGTH STRENGTH EPDXY (o" MIN. w/ 5IMP50N SP4 (USP SPT4) w/ SIMPSON SP4 (U5P 5PT4) EMBEDMENT) @ 32" O.C. MAX 'a 32" O.C. MAX CDX EXTERIOR PLYWOOD or I%2' APA -RATED 0.5.8. (AS PER MANUFACTURER'S 0 - 2x STUDS a I(o" O.G. MAX 2x STUDS � lo' O.C. MAX INSTALLATION SPECIFICATIONS) - 3d RING SHANK GUN NAILS a 4" O.C. a SUPPORTED PANEL NOTE: lU ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND 3d RING SHANK GUN NAILS a o" O.C. INTERMEDIATE SUPPORTS. SEE DETAIL. LOCATED o' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE 3d RING SHANK GUN NAILS a 4' O.C. EDGEWISE.TOP CHORD BLOCKING 4" > _ BOTTOM 4 (1) NEAR MID -CENTER BLOCKING MID WALL BLOCKING a Mlp WALL 2x4 BLOCKING A7 ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.G. MAX IN FIRST (2) FRAMING SPACES 'a EACH EN S _- I EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS Y6" 0.5.8. or y' PLYWOOD or Yo" ZIP BOARD SYSTEM - 36 RING SHANK GUN NAILS � 4' O.G. a or RAFTER i" ,GYPSUM WALL BOARD i" ,GYPSUM WALL BOARD PANEL EDGES AND Ed RING SHANK GUN NAILS 4° O.G. TOP 4 BOTTOM PANEL AND 3d RING ROOF SHEATHING U 05 REBAR VERTICALLY IN 5 CU I E RE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS @ o O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. GONG, POURED DELL x 9" ANCHOR BOLT 2" WASHER B'" PERMITTED AS AN ACCEPTAB G FASTENER FROM � n NOTE: RWG SHANK GUN NAILS SHALL ^ ACCEPTABLE =t------CCNCRETE (LOCATION PER PLAN) S T SET IN SIMP50N HIGH STRENGTH ANY MANUFACTURER. I EPDXY (OR EQUIVALENT)n SECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX NAIL m = SLAB SLAB w/ (1) 10CI CUT NAIL � Sjr TUD TO BOTTOM PLATE w/ IREQUTRL'MENT'S (SEE FOUNDATION PLAN FOR SIZE 32° O.G. MAX SIMP50N 5P4 (USP SPT4) a 32" _XIEf�IOR WALL FOOTING R SIZE lSEE FOUNDATION PLAN FOR SI_E ad RING- F �c �uN NAILS a 4' o.c. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FO TCP a �orroM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) ' rt t r r INTERIOR ERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L. B. tiV. w/ UPLIFT SGALE:3/4'=1 O' SIA SGALE:3/4'=1'-m' 48 SGALE:3/4'=1'-m' • L cf> ) o C 3d RING SHANK GUN NAILS 0 o° O.C. IN FIEL D �o PRE-ENGINEERED PRE-ENGINEERED ro ROOF TRUSS ROOF TRU55 a v z - 11 4'-O' MINIMUM OVERLAP FOR TOP PLATE 5PLICE LLLI 5 ---CURE TOP PLATES w/ lod COMMON NAILS 4' O.G. 2 ROwS, 5TAG-GERED R TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING ILIq s o (0.5.8. TO BE STRUCTURAL GRADE)TOP PLATE DOUBLE TOP PLATE TO STUD u' w/ SIMPSON 5P4 (U5P 6PT4) z \ 2x WOOD or METAL STUDS a 32° O.C. MAX 24" O.G. MAX 2x CONTINUOUS STRESS N o (NOT LOAD BEARING) -` C 3d RING SHANK GUN NAILS 12' BLOCKING @ MID WALL _ 2x STUDS lo' O.C. MAX O.C. IN FIELD ?mow of Ck 3d x 3° SCREW SHANK BALLISTIC UNLESS NOTED OTHERWISE ul NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS i o L Q u ELECTRO GALVANIZED STRIP " DO NOT SPLICE TOP PLATES WITHIN o' -O" SECURED w/ 51MP50N OR USP MSTA3o u = ul o NAILS 12° O.C. IN FIELD /4' T* 5UBFLOOR (ATTACHMENT " OF ENDS OF WOOD STRUCTURAL PANEL T* SUBFLOOR (ATTACHMENT Z 3 a 7 METHOD PER 'NAILING SCHEDULE") 4 > p SNEAK WALLS. METHOD PER "NAILING 5CHEDULE') 0 v UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS -0 5UB-FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL I 2x STUDS 0 Io' O.C. MAX (0,5.8. TO BE STRUCTURAL GRADE) 3TOP PI OUBLE LATE SCALE: 3/4'=r -ID' UNLESS NOTED OTHERWISE z" GYPSUM WALL BOARD z' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRU55 DL OCKING @ MID -WALL BLOCKING a MID -WALL DIAGONAL BRACE 0 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO 5LA8 w/ TRUSSES AT FIRST (2) BAYS Y x 9" ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. 2x STUDS lo" O.G. MAX SET IN 6IMP50N NIGH STRENGTH DIAGONAL BRACE TO BE 9 ANY SPAN 15'-0' OR (4'-0" O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) o" GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. o 32" O.C. MAX ADDITIONAL HORIZONTAL TRUSS RE 12d NAILS , EACH TRUSS (DIAGONAL SLAB w/ (1) 10d CUT NAIL @ STUD TO BOTTOM PLATE w/ 0'-0' 30'-0' USE (I) X BRACE X -BRACING TO COVER 5-TRUS5E5 32' O.G. MAX SIMP50N 6P4 (U5P SPT4) ,@ 32" 30'-1' - 00'-0' USE (3) X-B1RACE 4° ° O.C. MAX (1) X -BRACE CENTER 4 (2) BRACES a° ° a ° DIVIDED EQUALLY FROM CENTER TO ENE) CONCRETE SLAB ° ONCRETE 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 TITUSS ENGINEERING' HIGH (AS PER TR(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L. B. tiV. w� NO UPLIFT I WO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION k SAME X BRACING REQUIREMENTS) 7B = 5A SCALE:3/4'=1'-m' S8 SCALE:3/4'=r-o' —Ir WA2 --CONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRACING TRUSS w/ (2) 12d NAILS INSTALLED a MID -POINT OF TRU65 SPAN 1 SCALE: 3/4'=1'_O' or 10'-0" O.G. MAX A R C H I T E C T S � Dresign GI oU lnc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 ww w. a b d e s i g n g ro u p. co m AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: 82060.033/00001 PAGE: SECTIONS/ DEVILS ARCHITECT: STATE OF FLORIDA 2018 ATE: 6/31/18 SCALE: 1/4"=1'-0'° SHEET D2_ 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK �I {� '°° 4 ° AND REINFORCEMENT) ° - INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE ° ° 441 ° ONCRETE SLAB ° (SEE FOUNDATION PLAN FOR SIZE i- O.G. MAX ONCRETE SLAB ° 4 ° ISEE FOUNDATION PLAN FOR SIZE �, auILDING L EN�sTH I 3d ROUND, MODIFIED OR T 2 %a" .131 110,000 RING (10-20 RINGS ROOF SHEATHING LAYOUT AND ENDWALL PER INCH) BRACING FOR GABLE END FRAMING °Q AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) UTFklnrd RFAPINIIIaI I FnnTIN( NITPPInP RFAPIIIr, IIIAI I nnTl Ir _XIEf�IOR WALL FOOTING R SIZE lSEE FOUNDATION PLAN FOR SI_E ad RING- F �c �uN NAILS a 4' o.c. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FO TCP a �orroM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) ' rt t r r INTERIOR ERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L. B. tiV. w/ UPLIFT SGALE:3/4'=1 O' SIA SGALE:3/4'=1'-m' 48 SGALE:3/4'=1'-m' • L cf> ) o C 3d RING SHANK GUN NAILS 0 o° O.C. IN FIEL D �o PRE-ENGINEERED PRE-ENGINEERED ro ROOF TRUSS ROOF TRU55 a v z - 11 4'-O' MINIMUM OVERLAP FOR TOP PLATE 5PLICE LLLI 5 ---CURE TOP PLATES w/ lod COMMON NAILS 4' O.G. 2 ROwS, 5TAG-GERED R TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING ILIq s o (0.5.8. TO BE STRUCTURAL GRADE)TOP PLATE DOUBLE TOP PLATE TO STUD u' w/ SIMPSON 5P4 (U5P 6PT4) z \ 2x WOOD or METAL STUDS a 32° O.C. MAX 24" O.G. MAX 2x CONTINUOUS STRESS N o (NOT LOAD BEARING) -` C 3d RING SHANK GUN NAILS 12' BLOCKING @ MID WALL _ 2x STUDS lo' O.C. MAX O.C. IN FIELD ?mow of Ck 3d x 3° SCREW SHANK BALLISTIC UNLESS NOTED OTHERWISE ul NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS i o L Q u ELECTRO GALVANIZED STRIP " DO NOT SPLICE TOP PLATES WITHIN o' -O" SECURED w/ 51MP50N OR USP MSTA3o u = ul o NAILS 12° O.C. IN FIELD /4' T* 5UBFLOOR (ATTACHMENT " OF ENDS OF WOOD STRUCTURAL PANEL T* SUBFLOOR (ATTACHMENT Z 3 a 7 METHOD PER 'NAILING SCHEDULE") 4 > p SNEAK WALLS. METHOD PER "NAILING 5CHEDULE') 0 v UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRUSS -0 5UB-FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL I 2x STUDS 0 Io' O.C. MAX (0,5.8. TO BE STRUCTURAL GRADE) 3TOP PI OUBLE LATE SCALE: 3/4'=r -ID' UNLESS NOTED OTHERWISE z" GYPSUM WALL BOARD z' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: RE -ENGINEERED GABLE TRU55 DL OCKING @ MID -WALL BLOCKING a MID -WALL DIAGONAL BRACE 0 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN SECURE BOTTOM PLATE TO 5LA8 w/ TRUSSES AT FIRST (2) BAYS Y x 9" ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. 2x STUDS lo" O.G. MAX SET IN 6IMP50N NIGH STRENGTH DIAGONAL BRACE TO BE 9 ANY SPAN 15'-0' OR (4'-0" O.C. a SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) o" GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. o 32" O.C. MAX ADDITIONAL HORIZONTAL TRUSS RE 12d NAILS , EACH TRUSS (DIAGONAL SLAB w/ (1) 10d CUT NAIL @ STUD TO BOTTOM PLATE w/ 0'-0' 30'-0' USE (I) X BRACE X -BRACING TO COVER 5-TRUS5E5 32' O.G. MAX SIMP50N 6P4 (U5P SPT4) ,@ 32" 30'-1' - 00'-0' USE (3) X-B1RACE 4° ° O.C. MAX (1) X -BRACE CENTER 4 (2) BRACES a° ° a ° DIVIDED EQUALLY FROM CENTER TO ENE) CONCRETE SLAB ° ONCRETE 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 TITUSS ENGINEERING' HIGH (AS PER TR(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L. B. tiV. w� NO UPLIFT I WO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION k SAME X BRACING REQUIREMENTS) 7B = 5A SCALE:3/4'=1'-m' S8 SCALE:3/4'=r-o' —Ir WA2 --CONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRACING TRUSS w/ (2) 12d NAILS INSTALLED a MID -POINT OF TRU65 SPAN 1 SCALE: 3/4'=1'_O' or 10'-0" O.G. MAX A R C H I T E C T S � Dresign GI oU lnc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 ww w. a b d e s i g n g ro u p. co m AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: 82060.033/00001 PAGE: SECTIONS/ DEVILS ARCHITECT: STATE OF FLORIDA 2018 ATE: 6/31/18 SCALE: 1/4"=1'-0'° SHEET D2_ 2x RIDGE ONE SIZE LARGER THAN I RAFTER SIZE w/ MIN. (3) 12d NAILS `PRE ENGINEERED TRUSS or MIN. (4) IOd GUN NAIL 1x6 COLLAR TIE a EVERY OTHER RAFTER w/ MIN. (3) 12d NAILS or m a°aaaa°°a � 8" GYPSUM BOARD OR glgaglggp MIN. (4) 10d GUN NAILS 2HIGH STRENGTH CEILING 51MP50N VTCB or USP VTT I°I°°°I ° v SPACING (U a EACH END Zx RAFTER BOARD AND 6'-0" O.C. MAX Ix8 NAILER SECURED TO TRUSSES SINGLE 2x TOP PLATE I( BELOW w/ (2) 12d NAILS or (3) 10d i GUN NAILS a EACH TRUS Z GYPSUM WALL BOARD III°gap°p a�gggggg8 . 2x WOODS STUDS a 24' O.G. RAFTER TO TRUSS w/ 51MP50N X (SIZE PER PLAN) ®� MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES J PENETRATION w/ 51MP50N or USP MSTA24 e 5ECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS a EACH END. 4 SCALE: 3/4'=r RE -ENGINEERED ROOF TRUSSES 5ECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ 2' MASONRY NAILS a 32° O.G. MAX TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ 1 SCALE: 3/4'=1'-0' (2) 12d a EACH UPRIGHT ONCRETE SLAB (SEE FOUNDATION PLAN FOR 2x4 SECURED TO GABLE END w/ SIZE AND REINFORCEMENT) (2) 12d SPACE[) 6" - 8" O.G. MAX WATER RE515TANT 5ACKERBOARD (DEN5HIELD) 2x4 RAFTER a 24" O.G. /2" DENSHIELD (SEAT DECK MUST 5E SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 ��!TEIORNON—BEARINGWALP.T. 2x STUD BLOCKING (EACH ENDI4F�ANN APEL>,STIC AQUA DEFENSE WATER PROOF D STUDS SCAL E: 3/4°=1' -ID' or 8' CMU BLOCK WALL- MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) -PRE-ENGINEERED TRUSS AULK 5EAD BETWEEN DEN5HIELD 2x4 BLOCKING a EACH RAFTER / P.T. 2x4 STUDSAND FIBERGLASS PAN APPLIED IED a 16" O.G. MAXPRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) INSTALLATION SIMPSON H2.5A or USP RTIA GYPSUM 50ARD OR SHOWER PAN a EACH RAFTER TAIL CONNECTION ;° HIGH STRENGTH CEILING (FIBERGLASS OR CERAMIC) 51MP50N L30 or USP A3 BOARD 3 %" a TOP OF EACH RAFTER CONNECTIONTOP CHANNEL (25 GAUGE)TOP CHANNEL TO TRU55 w/ DRYWALL 5CREW5 (EACH TRU55 SHOWER SEAT FRAMED OVERHANG SCALE: 3/4'=r -o' S or 24° O.C. MAX) 2" GYPSUM WALL BOARD 3 Va"METAL STUDS (25 GAUGE) ,@ 24" O.G w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, A ' x 3" TAPCONS ATTACHED TO EACH SIDE a 12" O.C. SECURE 2x TO CMU w/ (2) % WITHIN 8" OF EACH END AND ala" O.C. MAX SrCURE 2 4 FLAT T/') 3 %a" 50TTOM CHANNEL (25 n c x GAUGGJ 50TTOM GH,-,NNEL TO or BLOCK w/ CUT NAILS SLAB w/ lOd x I" MIN, MASONRY DRIVE PIN a 32" NAIL w/ WASHER O.G. MAX. IN. SHANK SIZE .145 EMBEDMENT OF I%") EACH END AND ala° O.C. MAX I ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING o �z / 51ZE AND REINFORCEMENT) ATTACHMENT METHOD 'NAILING SCHEDULE'), �LL . a /6ECURE 2x6 MIN. TO BLOCK w/ .2x,5 STUD BLOCK" NOTE: Q (2)y" x 9" ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT 0 B w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) G z INTERIOR NON—BEARING WALL y r B METAL STUDS SCALE: 3/4°=I' -P' 0 0 0 s 0 SECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9" ANCHOR BOLTS w/ 2" ;° TEXTURED GEMENTITIOUS I) RESAR VERTICALLY IN LONG. POURED lM 4 MIN WITHIN 8" OF ROUGH OFENING• (UP TO V-01) (TYPE AND PER R - R FE PLLT- AGE OR POURED IN WASHER SET IN 51MP50N or U5P COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) SILL (PER BL DR) I NIGH STRENGTH EPDXY (MIN. 6° C926) OVER CM 8" CMU BLOCK EMBEDMENT' _1 EATHER STRIP MOLDING AROUND DOOR o PER MANUFACTURER'S SPECIFICATIONS) 8" SMI' - - 2x6 P.T. WOOD STUD SECURED TO FILLED - CELL w/ (3)V x 9" ANCHOR BOLTS w/ 2" GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. (o" EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I° MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) Room ALVANIZED STEEL VERTICAL TRACK ARCH WINDOW FRAME SECTION �? GARAGE DOOR BUCK ATTACHMENT SECTION 6 SCALE: 3/4'=1'-0' B SCALE: N.Ts. MANUFACTURER'S SPECIFICS - INSTALLED ATIONS) 3 SCALE: 3/4'=I' A R C H I T E C T S Design Gi®U inc. 1441 N. 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EA_�� 2040 W/1/2RD _ WDW VINYL SH WHT W/GR &SCRN 24" X 64" 1.0417692 EA _ � -� 2050 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 1.0298929 EA ._ y--_ 2060 TMP ARCH _- WDW VINYL WHT W/GR &SCRN 24" X 76" 1.0298930 1.0351034 _ EA __... �_ EA - -� -2060 TMP W/1/2 RND .._.__._...... _ _ .._..__...__..._WDW 23 -� WDW VINYLSH WHT W/GR & SCRN_ VINYL SH CLEAR NO GR W SCRN / _ 38" X 38 3 8" _ / 24" X 98" L0319052 EA -_ �� 24 r -VIN WDW VINYL SH CLEAR NO GR W/SCRN 38" X 50 5/8" 1.0369187 I- EA I� 24 W/1/2RD_--- WDW VINYL SH W/GR &SCRN 38" X 74" 16104 16104 16104 16104 16104 Transoms L0429519'V� 1.0354132 1.0354133 1.0324888 1.0328436 EA EA EA EA f EA 2014_--_ _� 3014 _.. . _. _..._...__.._.___TRANSOM 3044 -. ^_ _ 3214 TMP - - - f 3616 ARCH -4TRANSOM VINYL WHT N0 GR - VINYL W/GR.........__.._._.........._�_.._.........37 - -TRANSOM VINYL W/GR....................___.__�.._..._, � TRANSOM_VINYL WHT NO GR W _ - - TRANSOM VINYL WHT W/GR 25" X 17'" - - X 17.._..........._......._..,..-..._..... 37' X 53" 39" X 17"38 43" X 23" 24" X 16" ..........6... X.16 .......................................... �36.'.'..X..52 " X 16 42' X 23' L0432425 1.0298907 EA 24-5 W/_FLANGE_ -� WDW VINYL SH W/GR & SCRN r 38" X 561/4" 1 EA �� _ 2430 _ WDW VINYL SH W/GR &SCRN _ _ _ 28" X 36" 1.0367488 f EA ._.__... 2436 FX _ WDW VINYL SH WHT W/GR &SCRN _ -f 28" X 42" 1.0430846 EA Y _ _�- -2450 TWIN VINYL SH CLEAR NO GR W/SCRN 28" X 60" L0298908 EA - ��_WDW 2460 TMP WDW VINYL SH W/GR & SCRN r 28" X 72" L0295456 EA 25 _WDW VINYL SH CLEAR NO GR W/SCRN 38 X 63 �� 16104 16104 16104 16104 16104 16104 L0354134 1.0329526 1.0300837 L0295463 1.0354135 L0354131 EA EA EA �^ EA EA f EA 3624 ARCH 4013 4613 _ _� 4620 --- 1_ 4626 ARCH - - f 5016 TRANSOM VINYL W/GR _....� TRANSOM VINYL WHT NO GR _ -TRANSOM VINYL WHT W/GR TRANSOM VINYL WHT W%GR _ TRANSOM VINYL W/GR TRANSOM VINYL W/GR u W _ 43 X 33"............._......__............_�........._42 49" X 16" 55" X 16" w ...............55 X 25 55'X 34' 61" X 19" - X 33" 48" X 15" 54" X 15" 54" X 24" 60" X 18" 1.0300838 .............................._� L0295460 1.0310640 EA ..._. _.._.. EA 25 ARCH TOP ._.. ...._._..__ .__._...--...........- �� 25 TMP W/1/2 RD WDW VINYLSH W/GR & SCRN -.. Y ..� _._.._..� -.._ WDW VINYLSH W/GR &SCRN 38" X 67" _. _ _... ,. 38" X 86' _ _ W EA -� 25 TW 1/2 EYEBROW_ _ -25 _WDW VINYL SH WHT W/GR & SCRN 741/2" X 75" L0300839 EA TW W/ARCH WDW VINYL SH W/GR & SCRN 74 1/2" X 67" 1.0295457 EA �� 25 "TWIN WDW VINYL SH CLEAR NO GR W/SCRN 741/2" X 63" 1.0317305 A25 _ W/1/2 RD VINYL SH W/GR & SCRN 38" X 86" 1.0369490 f EA __- ��-WDW - 26 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 72" Doors EA EA EA EA 2/8 6/8 -u-�-- 3/0 6/8 - -� 2/8 8/0 �� 3/08/0 Door ..............._--._..._...._......_.-._.....................�_6.............,..-......�.........34.1�$...X825/16........................ _ Door Door _ Door39 _ • .._ ......... - __. 35 5/8' X 83 1 1 ' 39 5/8" X 83 1/16" 1_ 35 5/8" X 991/16" 5/8" X 991/16" ..........._......-................. . . 381/8" X 82 5/16" 1- 34 1/8" X 98 5/16" 38 1/8" X 98 5/16" 1.0295459 EA 26 ARCH TOP WDW VINYLSH W/GR &SCRN 38' X 76 1.0361749 __ EA ...__._.�.. _..._._�. _ ...�...__-._�....._,. 26 TMP W/1/2 RND WDW VINYL SH W/GR & SCRN 38" X 95" 1.0434442 r EA TRIP VINYL SH CLEAR NO GR W/SCRN 111" X 72" -26 �_-, _WDW 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 33) MODEL: SEAGATE VERSION 04 PROJECT#: R2065.033/00001 PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDA AUG 3 1 D# TjE: 8/31/18 8§,/ALE: 1/4"=1'-0" SHEET ID 4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH Q 9" O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %811 LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPAGED 6 T' 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, 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 611 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 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHE FORM FLASH I TO THE BOTTOM HALF THE PIPE AND WRAP AROUND THE PIi->=. 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) —� APPROVED METAL LATH FASTENED (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING TO }' GAP MIN. PROTECTED FLASH TAPE ro a' 6' TO a' 91N. MIN. BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: KTS. NOTE: APPLY SEALANT AT 11M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 6cALe: N.rS. TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALT. 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 7.8°1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL & STICK WOOD STU SHEATHI WRB 11 TAPED T SHEATHING w/ W' #2 OVER TOP. Wf 12 TO BE LAPPE_ VERTICALLY 611 MIN, STUCCO OVER METAL LATH, METAL LATH TO HAVE 1" VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1" HORIZONTAL LATH & PAPER DETAIL SIDING >=i-, "4, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2scALe: Krs. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5"Xl" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE: N.T.S. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" 'a VERTICAL LAPS (ROLL ENDS) 4 6" HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL CTTT(-'Cn 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WOOD SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCOWRAP OR APPROVED EQUAL) WR LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO L T—� WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S Design GioU Ifinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVBDIV. se LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA -AUG 3 D4TE: 8/31/16 SCALE: 1/4"=1'-0" SHE�ET� VV �� IIIIIIIIII' SVBDIV. se LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA -AUG 3 D4TE: 8/31/16 SCALE: 1/4"=1'-0" SHE�ET� VV �� A R C H I T E C T S Design rou ino. 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 33) MODEL: SEAGATE (VERSION#04) PROJECT. -&- R2065.033/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA 031 D4tE: 8%31/18 SCALE: 1/4"=1'-0" SHEWA2 ET TEXTURED CEMENTITIOUS COATING WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) _ • WRB LAYER #2, FORTIFIBER BUILDING ':i; WOOD SHEATHING \ : �: _ PAPER (OR APPROVED EQUAL) s" THICK, 3 COAT ' + VENT CAP 15 TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED \, SEALANT. � PREMANUF. DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE -PRICE HOODED VENT ATTACHED PER MANUF. _ (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. X APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT I I?" ABOVE SHINGLES DIVERTER I" MIN. X NON-MOVABLE FRAME AND STUCCO ON ALL + SEALANT ALL SIDES SELF -ADHERING FLASHING X 51DE5, /4' SEALANT JOINTS ALL AROUND THICK, 3 COAT CEMENT PLASTER STEP FLASHING '%,iii��" METAL LATH �n DRYER VENT (BLOCK) i DRYFLEKT KICKOUT DIVERTER WRB LAYER #2, FORTIFIBER BUILDING U D SCALE: rtr.5. PAPER (OR APPROVED EQUAL) Quo BUILDING PAPER DRYER VENT FRAME) 6A OVER "QUICK FLASH" , FELT UNDERLAYMENT o , SCALE: NT.S. PIPE THROUGH WALL—� = PER FBC 8703.7.1 a SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLASH" A5TM C 926-12A. FASTEN 4" o.C. MAX. (-A)VENT PENETRATION �JSCALE: N.T.S. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING WOOD WRB LAYER #I, WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR LEGEND DRAINAGE PLANE NOTE: INSTALL KICKOUT FLASHING KICKOUT DETAIL CONSTRUCTION 5TUCCOWRAP (OR WOOD APPROVED EQUAL) \ APPROVED EQUAL) METAL LATH (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL AT BOTTOM OF ROOF &WALL 5 SCALE:KTs. SHEATHING WRB LAYER #2 WOOD\ ';,-1/8" TEXTURED FINISH WOOD WRB LAYER #2 INTERSECTIONS FORTIFIBER CONSTRUCTION } FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER COR 8" CMU MEMBER @ 7" O.G. MAX OR APPROVED EQUAL) AREA TO RECEIVE I COAT OF 5HER-CRETE = _— APPROVED EQUAL) �" =E� 7 II 5 " ®\ /a TO /a Mlp-WALL METAL LATH X X X X I FLEXIBLE CONCRETE WATERPROOFER or = SCRATCH COAT PRIOR TO ELEC. METER = 8 THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WALL WEEP SCREED 6" WIDE STRIP SELF STUCCO WOOD SHEATHING INSTALLATION _Ll _ — %a" TO 7/S" MID -WALL WEEP SCREED f ADHERING FLASHING, CLEAN MA50NRY BEFORE APPLYING 5ELF-ADHE51VE FLASHING 1 (PER 3/WAl) — 6" SELF -ADHERING FLASHING TEXTURED FINI5H e MASONRY _ - - - �— HORIZONTAL WEEP SCREED (FRAME TO FRAME) HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: METAL LATH: LATH TO BE PER FBC 8703.1.1 / ASTM ELEC. METER FIELD VERIFY ® LOCATION \ — — ! ti SCALE: N.T.S. ! D SCALE: N.T.S. NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS C -,541-O9, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATIONS) _ 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 s— — PAST EACH SIDE.STA STARTING AT TH MANUF. SPECIFICATIONSZ7 7 — — BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLYMAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGIDPROTECTO POLYMERIC ISOCYANATE-POLYBLEND FORM FLASH 1 IN A SINGLE FASHION TO COMPLETELY THE PROTECTO FORM FLASH I IN THE CENTER OF THE BOX FLASH 1 INTO THE OPENING AND ADHERE TO THE r (-GREAT STUFFIO SIMILAR) COVERTHEBOX. O OUTLET OPENING INTERIOR OF THE Box, TO NO C OS EXTENDING L ER WOOD SHEATHING THAN I" TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT AT TOP & (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD ° °;°;°°° ° OVER STUCCO/ C.V. FINI5H� P —FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE "p" FELT OVER SELF -ADHERING FLASHING (OR APPROVED EQUAL) oo I c° OVER 60 MIN GRADE `Vo; o (SEE TYPICAL WALL SECTION) '� n^ ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT o o o: METAL LATH P ° PENETRATION 'PIPE PENETRATION DETAIL" 8 SALE: NT.S. WRB #2, AT ALL JOINTS AND o°o°°°°° INTERSECTIONS °xR EXTERIOR APPLY I COAT of 5HER-CRETE FLEXIBLE CONCRETE LAYER FORTIFIBER WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 ELECTRICAL RECEPTACLE 9 SCALE: NTS. (FRAMECCNSTJ 'STEP 6 OR METER CAN COMBO OR METER CAN AND D15CONNECT APPROVED EQUAL) A R C H I T E C T S Design rou ino. 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 33) MODEL: SEAGATE (VERSION#04) PROJECT. -&- R2065.033/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA 031 D4tE: 8%31/18 SCALE: 1/4"=1'-0" SHEWA2 ET WOOD SHEATHING WOOD CONSTRUCTION %4' HAT CHANNEL W/ %$° WRB LAYER #I, 5TUCCOWRAP TYPE 'X' DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT WRB LAYER #i, — PLASTER STUCCOWRAP (OR AM6(o-WFWC-780 CUSTOM CASING APPROVED EQUAL) BEAD (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER :x;.: WRB # LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #I, < : 1� 6' SELF-ADHEREING FLASHING 5TUCCOWRAP WRAPPED Q CORNER OF CANTILEVER (OR APPROVED EQUAL) n AMICO AM66-WFWC-780 AMICO AM66-WFWC-780 CUSTOM CUSTOM CASING BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS) DO NOT CAULK OR SEAL GAP Wj—A)SING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL & STICK) 6' PEEL 4 STICK a DRIP EDGE TO DECK I I2'XI %4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL & STICK ,@ DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 6 STICK I %'XI %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %' GAP FOR BACKER ROE) 4 SEALANT 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD -COMPONENTS PULLED —\ I APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAVER 02 (FORTIRISER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING 5ELF-ADHE5IVE FLASHING EQUAL) CASING BEAD 5/8" TYPE 'X' DRYWALL W/TEXTURED & PAINTED FIN15H 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, %' MIN. SPACE FROM DRIP FACE TO TREX %" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER 11 WEATHER RESISTIVE BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC 8703.1.1 / A5TM C-847-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 " THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE5501RIE5 ONLY) ,DRIP EDGE INSTALLATION 1 1 SCALE: MT.& %4" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 8 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED W VINYL (OR APPROVED EQUAL) CA51NG BEAD I Y"XI I2' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY %' GAP FOR SEALANT & DECK TO CANTILEVER OPT. BACKER ROE) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 11 B SCALE: V,6. =COMPONENT5 PULLED APART FOR CLARITY 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING 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 8' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING o T' O.C. MAX. WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) @FRAME*LRNERBEADE: N.rsrtrs E CORNER BEAD (FASTENER & SPACING @ 1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD @ BLOCK 12B SCALE: N.TS. — COLUMN SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 6" SELF ADHERING & FLASHING PEEL 4 STICK I Y2"x3' "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,%" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 11 r WEATHER RE515TIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING I %2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT %' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $' THICK, 3 COAT CEMENT PLASTER METAL LATH 1 WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 4' P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION 1�@ COLUMN W/ 'T' FLASHING W/ "L" FLASHING 1 1 SCALE: N.T.S. A R C H I T E C T S Des res 1 0 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: NI KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT: STATE OF FLORIDA 3 1 2010 Dt tE: 8-/31/18 ALE: 1/4"=l'—O" WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6"5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #I, 5' (OR APPRO, WRB LAYER 12, FORTIFIBE PAPER (OR APPRO' f $" TH CEMEI (a" SELF WINE"( -)w rr_ yivc� CASING BEAD C WINDOW (FRAME, NO BAND) 1 JEi SCALE: RTS. WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 12 X 1 y4" LAP SIDING W/6" REVEAL (o" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — IN6TRUCTION5 DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING STUCCO CA51NG BEAD SIDING TO STUCCO @ BLOCK TO FRAME TRANSITION 6 SCALE: N.T.S. WOOD SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 02 %6" X 1 %4" LAP SIDING WI& REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z" FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%8" FLEXIBLE PVC BACKER ROD) lo" SELF -ADHERING FLASHING %8" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 02 iTUCCOWRAP > EQUAL) IG =ORTIFIBER R (OR SAL) T :R WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $° THICK, 3 COAT CEMENT - PLASTER IYL (OR APPROVED EQUAL) - WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CASING BEAD IEXPLOp�METAL LATH SELF -ADHERING FLASHING VIEW FOR $ THICK, 3 COAT DRIP CAPCLARITY) CEMENT PLASTER C WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH g" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE @EA (FRAME, W/ BAND) (o" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 STARTER STRIP PER — MANUFACTURER'S INSTALLATION — INSTRUCTIONS (o" SELF -ADHERING FLASHING GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z" FLASHING WOOD CONSTRUCTION BEYOND Q" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 11 TO LAP Q MIN. ABOVE TOP OF "Z" PLASHING WEATHER RESISTIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 GALV'D METAL "Z" FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER 11 TO LAP (o" MIN. ABOVE TOP OF "Z" FLASHING o° SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 01 E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%8" FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION 1,FUNn DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8703.1.1 / ASTM C-841-09, MIN, 2.5 LB5. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER 8" THICK, 3 COAT CEMENT :a' GAP TTP PLASTER IX TRIM MEMBER Q STUCCO GATING B=AD TO TRIM METAL LATH TO SIDING TRANSITION WRB LAYER #2, FORTIF15ER SIDING BUILDING PAPER (OR APPROVED EQUAL) , I;lf WOOD SHEATHING WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) SIDING TO STUCCO CASING BEAD 1 SCALE: NTS. (GROSS -SECTION) WOOD SHEATHING METAL LATH WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) a THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER ANGLED CA51NG BEAD VINYL (OR APPROVED EQUAL) CASING BEAD WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK �— WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER I11 (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT (EXPLODED PLASTER VIEW FOR CLARITY) CASING BEAD C RAISED BAND (FRAME) @SCALE. NTS. a GAP T7P METAL LATH A51TONG BEAD SEALANT U1INDOUI WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME `--WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (o" WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING BUILDING WRAP (W/%a" FLEXIBLE PVC BACKER ROD INCLUDED) #APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP rJ EZ BEAD WINDOW CASING 1 1 SCALE: V.S. 8" THICK, 3 COAT CEMENT PLASTER METAL LATH i — WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR i APPROVED EQUAL) CA51NG (W/%8" PLEXIBLE PVC BACKER ROD INCLUDED) \\—WfR5 LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING �: MEMBER / (o" SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H IT E C T'S 4Design Grouplinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 O U O cc SUBDIV. Se LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA UG 3/i/�2018 D ;'E: 8/31/18 S O ALE: 1/4"=1'-0" SHEET� V V �� CUT HOUSEWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY Cnl n I ICD s SECURE HOUSE ., , .. P UNDER STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP gl—ALE—RT—A (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT w WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAIL MASONRY - *37ATT N.TS. FOLD H N AT JAt SLOPE SI INSTALL (o' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL X31 t r U NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (o' SELF -ADHERING I OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY %` NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS APPLY TO BACK 41LING FLANGE IN -PUNCHED HODS OR SLOTS. :ND DAMS REQ'D. AT EACH END OF SILL SUPER STRETCH BUTYL FLASHING O .L .L i 1 ' MIN. TEXTURED ;EMENTITIOUS COATING )VER BLOCK JSEWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIl INSTRUCTI APPLY MEMBRANE FLASHING OVER JOINT 0 1 L.0 u (o" WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT ;TO -WRAP BT-20XL APPROVED EQUAL) MIN. TEXTURED 8' MIN. TEXTURED EMENTITIOUS COATING CEMENTITIOUS COATING VER BLOCK l OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS e") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 19 SCALE: N.T.S. STEP 5 "I"I V $' 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 Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 33) MODEL: SEAGATE (VERSION#04) PROJECT#: R2065.033/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA 12018 DAVE: 8/31/18 SCALE: 1/4"=1'-0" SHEWA5 ET