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3726 Hanworth Lp (a)RECORD COPY � VERSION 01 FOR: REVIEWED FOR CODE COMPLUWCE c� PLANS EXAMINER DATE aANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SEF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OFA PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION 'PEST REQUIRED Results to be Verified at Slab Inspection ��ILDINc 5ANF0RD ��pARTM�� ryanhomes.com #1 8-- 4429 �IIIIIIIII� • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS �mamoma000� REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL ABV. AIC ABOVE LAV. LAVATORYDATE AIR CONDITIONING LUNL. LUMINOUS DESCRIPTION SHEET # DESCRIPTION 4307 VINELAND ROAD, SUITE 102 ORLANDO, FL 32811 RYAN HOMES — TAMPA 1409 TECH BLVD., SUITE 202 (FBCR), 6TH EDITION(2017) • ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 ADJ. AL•r. Am1P. BD. CL CAB. CLG. ADJUSTABLE, NI.C. MEDICINE CABINET ALTERNATE 1111FR. MANUFACTURER ANIPERAGE NBN. NIINLMUr1 BOARD NIrD. NLOUNTED CENTERLINE NITL. NIETAL CABINET N:r.s. NOTTO SCALE CEILING O.C. ON CENTER CS GN 1 2 3 COVER SHEET GENERAL NOTES FRONT & REAR ELEVATIONS — ELEV. "D" LEFT & RIGHT ELEVATIONS — ELEV. "D" FLOOR PLAN TAMPA, FL 33619 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS C • BASIC WIND SPEED — VULT = 150 — VASD = 116 • RISK CATEGORY — II MPH MPHC:r. CLR. CONC. GOND. cPT. DBL. CLEAR PL PROPERTY LINE CONCRETE P.B. PusitBUTrON CONDENSER PH. PHONE CARPET PLT. PLATE CElzvNuc'rILE PLYWD. PLYWOODD. DRYER PR. PAIR4C DOUBLE P. PRESS URETREAFED 4 4A 4B 4D FOUNDATION PLAN FOUNDATION DETAILS DOWEL PLAN LINTEL PLAN (LOTT'S) LINTEL PLAN (CAST—CRETE) • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JA JAMESES CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. • EXPOSURE CATEGORY — EXPOSURE C 1—STORY RESIDENCE • 2—S'T'ORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES D.G. DIA. DIM. DISP. UP. DR. DUAL GLAZED R. R DIAMETER RAD. wl DIMENSION R.A.G. RETULZNAIR GRILL DISPOSAL DEEP REF. REFRIGERA'rox DOOR IZNI. ROOM 4E 5 6 7 LINTEL PLAN (QUALITY PRECAST) ROOF FRAMING PLAN ENTRY FRAMING DETAIL ELECTRICAL PLAN 1441, NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Fax: (407) 774-4078 Tel: (407) 774-6078 U.S. DTI. D.W. EA. ELEV. EQ. ExH. Exr. DOWNSPOUT R.O. ROUGH OPENING DETAIL S.D. SNGLEE'recrox U1SH1VASflER S.H. SINGLE HUNG EACH SPIT. SHEsr ELEvAT1oN SfrrHG. SHEATHING EQUAL SHWR SHOWER ExIIAUSr SI1111. SINI1LAR ExIERIOR SL. SLIDING D1 D2 D3 D4 SECTIONS/DETAILS SECTIONS/DETAILS SECTIONS/DETAILS WINDOW SCHEDULE WIND SPEED & EXPOSURE CATEGORY BY COMMUNITY DRAWING / CONTRACT DOCUMENT ASTURIA 150—C TILT D T T T REVIEW BY BUILDER ILDER 1VL V 1 F.G./FX. F.G. FIN. FLR. FLUOR. FR. DR. FTG. FIXED GLASS SL. GL. SLIDING GLASS FUEL CTAS STD. STANDARD FINISH TENLP. TENIPERED GLASS FLOOR TILK. THICK FLUORESCENT T.O.C. 'FOP OF CURB FRENCH DOOR T.O.P. "IOP OF PLATE FOOTING T.o.s. TOP OF SLAB WAl WA2 WA3 WA4 WA5 WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS WALL ASSEMBLY DETAILS AYERSWORTH GLEN 150—B THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT' DOCUMENTS. BAYBERRY WOODS 150—B CARRIAGE POINT 15O—B IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR CHAMPION'S RESERVE 140—B GA. GAR. UfSI'. G.F.L. GL. GAUGE TYPICAL GARBAGE DISPOSAL U.N.U.N,O. UNLESS NO'IEU GROUND -FAULT cmcurr OTHERWISE GLASS W\V. INTERRUPTER vAPORPxooF W. Wr\BITER CREEK SIDE 140—B CYPRESS PRESERVE 139—C AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A GYP. BD. H.B. H.C. HDR. HOT. ORfrr INSUL. GYPSUNI BOARD wi WITH HOLLOW WD. WOOD HEALOWcoIZE W/11 WINDOW HEADER Will wArsxHEtrrEbz ATER HEIGfrr W.I. WROUGfIrIRON INSULATION CYPRESS RIDGE 140—B HAMILTON GARDENS 140—B HIGHLAND MEADOWS 140—B HIGHLAND PLACE 140—B WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO IN"r. IN'rERIOR KENSINGTON RESERVE 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. S Q . FT. CALC . ' SCAYA LAKES AT LUCERNE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF, CONSTRUCTION BY THE BUILDER WHEN NO RFI's LULAKE CLUB LA 150—C I5T PLR LIVING 2,539 5Q. FT. LUCOR1 RESERVE 140—B OCOEE PINES 140—B ORCHID ESTATES 140—B OSPREY LANDING 150—C HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF' THE CONSTRUCTION BASED ON THE DRAWING SET. TOTAL LIVING 2,539 SQ. FT. ENTRY 161 SQ. FT. GARAGE 599 50. FT, LANAI 151 5Q. FT, TOTAL 31416 SQ. FT. OVERLOOK AT GRASSY LAKE 140—B THESE PLANS ARE DESIGNED AND ENGINEERED FOR A WIND SPEED AND EXPOSURE CATEGORY OF 150—C RESPECTIVELY. IN THE CONDITION THAT THIS HOME IS BUILT IN A WIND SPEED AND EXPOSURE PLEASANT HILL 140—B SERENOA 140—B SHADOW RIDGE 140—B SOUTHFORK LAKES 150—B CATEGORY LESS THAN 150—C, PLEASE REFER TO SUMMERWOODS(WILLOW BEND) 150—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 G rOUP Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIII� �mamoma000� SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT¢#: 82065.013/00001 PAGE: COVER SHEET ARCHrrECT: STATE OF FLORIDA OCT 1/V2618 DtI'E: 10/18/18 ;jCA11X: 1/4"=V-0" SHEET OF 7 GENERAL NOTES I 3 4 5 0 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 AREAS FOLLOWS; A. FLOOR LIVE LOADS IPSF) A.I. SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A.3. ATTICS W10UT STORAGE 10 AA POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS _ C. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD (PSF) D.I. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VOLT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 E.A. 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. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 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/CEILINGASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 18 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS -AND MUST BE EQUIPPED WITH SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 O CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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''/rINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. IKa REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL 87-ARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFYAB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yi THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8'LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 00 NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'-0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, ONO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SAAB WITH THE SIGNEDAND SEALED 6 UIRVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. &WIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 13 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 CHAM1FERED W. 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). RA A OA\IMNI 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 5301 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 Y,, 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/ORVERTICALREINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/m') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OFAT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH T' B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.I. 45, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. 911 AND SMALLER D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IW 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 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 AMANNER 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. Tlnmmr-m 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE 42 (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, ORAGAINST 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 7116" 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 TIL ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 5/8"CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE W SUBFLOORT & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE -1 OR 1/2' CDX PLYWOOD OR 15132" 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 AS DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 THEANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO X360. 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR'CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 16OMPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) ` PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 ` FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE, BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 66TH EDITION (2017) CONDENSATION LINES SHALL BE MINIMUM'/,' PVC (SCHEDULE 40), INSULATED WITH ''/:"AMAFLEX 3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITH''/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO 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 -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 AM A ILITL-\I A AIA1- IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS, IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS, CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES/ CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT 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 Desi n Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) rR ROJECT#: 2065.013/00001 AGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA OCT 1 9 2010 D E: 10/18/18 S ALE: 1/4"=1'-0" SHEET G"Nor 7 BAND DTL. 3n� a l" Iu BRACKET DTL. 3 COLUMN DTL. SCALE: 3/4 = P-0' Li +I BAND DTL. 4 SCALE: 3/4 = P-0' ATTIC VENT CALLS - - - - AREA OF ATTIC 3474 SQ.FP. NET FREE VENTILATION AREA REQUIRED (1/300) 11.58 SQ -FT. REQUIRED VENTILATION AREA (11.58 x 144) 1,667.5 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 1,667.5) 833.8 SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 7.25 TOTAL # OF VENTS PROVIDED 8 REQUIRED SQIN VENTILATION IN TOP OF ROOF 834 SQ IN REQUIRED LF OF SOFFIT VENTILATION 72 PROVIDED LF OF SOFFIT VENTILATION 152 PROVIDED LF OF SOFFIT VENTILATION 197 20'-1" BLDG. 9'-4" BRC-. HC -T. — IF TEXT COATING 9'-4" BRC-. HC -T. UJ/ 8" HEcL � ENTRY 9'-4" E3 FG. HG T. V-0' HDRHDR. HC -T r T _�---... - -. - . - - UREP - - - - ___._ - - - _ - q HDR. HC-T.-fd" HDrZ. -''GT. - �8'-a" .. 11-0, pll _ r r�- TEXTURED (AFM US ' TEXTURED CEMEP COATING PER (A (TYP) COATING PER (ASTM C92 PER CEMENTIOUS PER (ASTM (TYP) �rlrlrlrlrlMEl EIM�� rol co (TTP) 01-0" FIN. RLR. CII ,' _r 15'X12' DECO 6ATTEN SHUTTER — 6 fD'-O" FIN. FLR. cu O' -O" FIN. FLR. I I .. N .� O' -(d" FIN. FLR. V TEXT1, COATING 12 5 tj 9'-4" BRC-- HC -T. FRONS' ELEVATION SCALE: 1/4 = I'-0' SHINGLES (TTP.) OFF -RIDGE PENT ELEVATION 'D' 12 �5 9'-4° BRGz. HC -T. V -O" HDR. HC -T. �8' O" HDR. HC -T. _ RED CEMENTIOUS 'ER (ASTM C92(o) TEXTURED CEMEP COATING PER (A (TYP) cp co (TYP) 01-0" FIN. RLR. — 6 fD'-O" FIN. FLR. REAR (ELEVATION SCALE: 1/4 = 1'-0' ELEVATION "D' 6) ITIOU5 iTM C92(o) A R C H I T E C T S Design Grbuifnc. 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 #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: ELEVATIONS FRONT & REAR ELEV. "D" ARCHITECT- STATE OF FLORIDA OCT 1 9'208 DAVE: 10/18/18 S5PALE: 1/4"=l'—O" SHEET 1 OF 7 12 C 5 9'-4" 5RG. HGT.: 12 zz,-�5 OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT 5HINGLES (TTP.) V -O" HDR. HGT. _ _ _ _ _ - IIIII'�IIIIf' _ _ _ CTEXTURED CEMENTIOU5 Q COATING PER (ASTM 092(o) m (TYP) � r fd'-O" FIN. FLR. LEFT E LIEVAT10" N SCALE: 1/4 = I'-0' ELEVATION "D' 9'-4" 5RG. HGT. W/V HEEL a ENTRY 9'-4' 5RG. HGT. , - - V-0" HDR. Hr-- T. �r r 0'-0' FIN. FLR- 12 5 OFF -RIDGE VENT OFF -RIDGE VENT OFF -RIDGE VENT 5HINGLE5 12 (TYP. 5 OFF -RIDGE VENT CTEXTURED CEMENTIOUS COATING PER (ASTM C92(o) (TYP) 9'-4' 5RG, NGT. UJ/ 0' HEEL a ENTRY 9'-4' 5RG. NGT. HDR- HGT. 0'-0" FIN. FLR, 9'-4" 5R(2s. HGT. _,`8'-O' HDR. HGT. 11-01 Lid -- - - - - - - --r-- - - - - - - - - - - - - - - - - - - - ---�-- O' O" FIN. FL RIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'D' A R C H I T E C T S DesUign Gr0 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 #13) MODEL: SEASIDE (VERSION#01) PROJECT#- R2065.013/00001 PAGE: ELEVATIONS LEFT & RIGHT ELEV. "D" IIIIIIIIf ARCHITECT STATE OF FLORIDA OCT 1 9 212 D#TE: 10/16/18' abALE: 1/4"=l'—O" SHEET 2OF7 A R C H I T E C T S Des res 1 o U Pinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 V 6 0 E O cu�y� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: FLOOR PLAN ARCHITECT STATE OF FLORIDA OCT 1 9 D#TE: 10/18/18 il �)C ALE: 1/4"=l'—O" HEET 3 O� 7 A R C H I T E C T S Design roU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w w w. a b d e s i g n g ro u p. c o m AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE ( VERSION#O1) PROJECT#: R2065.013/00001 PAGE: FOUNDATION PLAN ARCHrrECT: STATE OF FLORIDA OCT 1 9 D#T)t: 10/18/18 S :1/4"=1'-0" 4 OF 7 501-01 EXTEND END OF PVC i t\CONDI CHASE 12' ABOVE CONC. i -- H8 SLAB `-----J ■ ■ ■ ■ ■ ■ ■ _ _ _ _ _ _ _ ■ ■ ■ ■ ■ ; ■ SECURE STRAP A/C UNIT 6IMP50N UJB ROLL TO CONC. UJ/ (2) STRAP OR EQUAL 3/16'x2' TAPCON5 I 4A 31/2 4A'CO 3 1/2' THICK SECURE STRAP CONC. SLAB ■ I � IC ■ 4A SLABNC� C 1 4' A/C ��'� TO UNITI @ CHASE ■ 1/4 NEET METAL 5CREW5 i A/C CONNECTION ■ I I O *-3 1/2 I ,; TO PAD DETAIL N 4A .i ®®— . J I ■ I —■■ — — — — — ,;' � V-91/2" �i 1 1101/2" I 8'-2" %/v 10'-2" I I I �p r 9 / li \II ■ I I I 4A 0'-0" FIN. ELEV. i� rr=1 rr 1 n ■ LJ FIN. CONC. SLAB 1 t 1 I JJ L > Ir r r 11 I r ■ r I i / i Iii P PVC CHASE FOR N 3 Vl' GONG, RENFORCED ELEC. e ISLAND 1 I a Itt\ W/ 6'x6'-WIA x AA ON 6 -MIL POLY ETHYLENE i VAPOR BARRIER ON i I i, ■ r— LELL-COMPACTED CLEM FILL I -51/2' OPT. PER J N m ,� ■ IRECE55ED 4A ri /i II L -------J U 5HWR _ /%� r I ■ ,r ICE MAKER ROUG -1 2'-I" 5'-2" 9'-0" 5'-I" 4'-d" r/ 15'-i" 2'-4" 2'-10" 2'-9" 8 15'-2" i 29'-10" -5 1/2' 10 _ LLy- ■ I �J?� ii il} I LAV LAV \_: H TUB III I II1 �j ilk-�li ■ I 4 EXTEND LLJ 5LA5 11/2' r I -i-- --r-- m I ---. $-5I/2' I W/H i 25'-4° 2'-2" 4A 21'-4' ■1-�4A 4 � 1■ BOLLARD 28'-8" 5'-8" 8" 15'-0" I8" � 1 I 1 ■ I5••3'-0" '-�" 15'-8" ® 1 `r C 31/2' CONC, REINFORCEDI r '_ I — ( ■ I W/ 656'-W.4 x W.4 3 1/2CONC, REIt"FORCED I N @ ON 6 -MIL POLY ETHYLENE 1 W/ 6'x6'-WIA x WI.4 4A BARRIER ON 1C oN 6 -MIL POLY ETHYLENE 1VAPOR cv WELL -COMPACTED CLEAN FILL 9 VAPOR BARRIER ON 1 LLl 4A AN WELL -COMPACTED CLEFILL 4A 1 ■ EXTEND 1 O'-0" FIN. ELEV. I HB ® I 5LA5 11/2' FIN. CONC. SLAB 1 IG 1 7 -3 1/2' I = 4A B I 4A n 0 Ll----- JA —� G�-l1/2' — — ------� ■ ■ ■ ■ ■ ■ ----, ■■ ■■■ F I I -j 4" lo' \0" c0 8" 8'-0" 8 -4' 5'-0" I'-4" 3 1/2' CONC. 4A 4A T 0 `lJ �� 0 N �� Q1 I r 4A 5LAB F■ � C — �■■ ■ ®,® ®■J SCALE: 1/4 = I'-0' ELEVATION 'D' 24'x24'xl2' CONC. FTG. W/ (3)15 RE5AR5 EA. WAY ON I 8 ■ ■ CHAIRS MIN. 5' COVER 4A NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN (5 -TTP)®■ ®■ m UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS = A ■ — — ■� ro 8'-4" 50'-0" A R C H I T E C T S Design roU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 w w w. a b d e s i g n g ro u p. c o m AA #: 0003325 STJBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE ( VERSION#O1) PROJECT#: R2065.013/00001 PAGE: FOUNDATION PLAN ARCHrrECT: STATE OF FLORIDA OCT 1 9 D#T)t: 10/18/18 S :1/4"=1'-0" 4 OF 7 or TEXTURED GEMENTIOU5 COATING [IJ 5 REBAR VERTICALLY W/ (GNC. POURED CELL PER (ASTM (926) CiYPJ -_ TEXTURED CEMENTIOUS COATING PER (ASTM G926) CT7PJ - _ (IJ 5 REBAR VERTICALLY W/ - - CV 5 REBAR VERTICALLY W/ GONG. - POURED CELL R-4.1 M9UL. MIN. R-13 INSULATION MIN. - TEXTURED G 526) (OU9 COATING !U 5 MBAR VERTICALLY W/ CON(. STUDS 16' O.C. MAX PER (ASTM G926) CTYPJ - - POURED CELL _ _ (I) 5 REBAR VERTICALLY R-13 INSULATION MIN. 9ND0 16' O.G. MAX - CON(. POURED CELL - R-4.1 INSULATION - -_ TEXTURED GEMENTIOUS COATING _ R-4.1 INBUL. MM. TEXNRED CpM£NTICUB COATING z PER (ASTM (926) (r7PJ Z = 5' CMu - - = W/ CONC. POURED CELL Irz' GYP. WL. BD. _ - R-4.1 INSUL. MIN. WOOD BASE q - - 1/!' GYP. WL. BD. - R-4.1 INBUL. MIN. - TEXTURED CEMENTIOUB COATING _ TEXTURED CEMENTIOUS COATING SECURE STUDS r0 BTM. PLATE W/ " _ WOOD BASE PER !ASTM C926) (TYPJ z "� V1' GYP. ILL. BD. WOOD BABE SECURE STUDS TO BTM. W/ E LL = PER (ASTM 0926) (TYPJ -A - $• CMU _ = 1/2• GYP. WL. BD. _ E (L w S, CMU _ - w SIMPSON SP -4 • 32' O.C. MAX - _ g• q.,U �-a' _ E a _ _ PER !ASTM G926) (TYPJ w a, CMU PLATE w SIMPSON 8P-4 s 32' O.C. MAX = WOOD BABE SECURE 5T. PLATE TO BLK W/ }•x9' - - p SECURE Br. PLATE TO BLK W/ }'x9' W - r E - 1/t' GYP. ILL. BD. - WO = WOOD BASE E � ANCHOR BOLT W/ 2' WASHER SET IN w - w /-1/2' GYP. WL. BD. 0 SIMP50N HIGH STRENGTH EPDXY 6' p 0_ _ _ / ro 0 EMBED. MIK s 32' OC MAX `QS �( > - �LL100D BASE O m E � - - V2' GYP. LA. BD. - ;p UO _ _ WOOD BABE ANCHOR BOLT W/ 2' WASHER SET IN Try SIMPSON HIGH STRENGTH EPDXY 6' ro O EMBED. MIN. s 32' OC MAX 0 yy O 9. °5 fEBAR 6'-0. O.G WHEN FOOTER HEIGHT EXCEEDS 24' - 0 5 MBAR W-0' O.0 WHEN FOOTER . m = ABV. GRADE W ,• HEIGHT EXCEEDS 24' ABV. GRADE Q B 4, a L'_4may 0_ 3 12' Ccrlc, �It. W/ 6'x6' wt.4xwlA EUALF OR F15ER IESW ON 6 -MIL POLY zE E � 3 I/2' GONG, 111•P. W/ WIAxWIA W1F OR FIBEFd-IEBH ° 3 1/1' CONC, REIN. W/ 6•x6' " To a 3 Irz' (GNC., REIN. W/ 6'xb' i 4 ETHYLENE VAPOR BARRIER ON 3 Irz' CONC, REIN. W/ 6'x6' WlAxW1.4 OR FIBEPoMESH GM MAX. SLOPE ILELL-COMPACTED CLEAN TERMITE WI.4xWIA LLLLF OR FIBERME6H ON 1p -+" 3 Irz' (GNC, REIN. W/ 6'x6' -N, 3 Irz' GONG, REIN. W/ 6'x6' d WIAALI4 ULF ON 6 -MIL POLY ETHYLENE ° X 4 MAX. SLOPE VAPOR BARRIER ON _ WIAxWlA ULF OR FIBERdME61.1 ON 6 -MIL POLY ETHYLENE VAPOR BARRIER ON WELL-CCMPACTED _ WU.F X ir' _ WI.4xWL4 ULF OR FIBERMEOH ON 6 -MIL POLY ETHYLENE VAPOR Q TFEATED FILL . 6 -MIL POLY ETHYLENE VAPOR 6 -MIL POLY ETHYLENE VAPOR BARRIER CN WELL -COMPACTED E (I) 5 REBAR CONTINUOUS WHEN - ° BARRIER CN WELL -COMPACTED "'r / BARRIER ON - OR FIBERME6H ON • 6 -MIL POLY ETHYLENE VAPOR r° a " i., ° BARRIER ON Q I� WELL -COMPACTED GLEAN E LELL-O MPA TREATED FILL -I = CLEAN TERMITE TREATED FILL _II-, CLEAN TERMITE TREATED FILL O - - FOOTER HEIGHT EXCEEDS 30' ABY. 3 Irz' CONC. SLAB CLEAN TERMITE TREATED FILL °. GRADE z WELL -COMPACTED CLEAN Z WELL -COMPACTED CLEAN III- (I) 5 R'EBAR I)A-TEN 4' i - III- �° OR PAYERS PER w E > 4' S' 4' r h� III , BLDS SPECS E > 4• e' 4' �. 00 - [2) 5 ON CHAIRS 00 TERMITE TREATED FILL O 4' 6• 6' 4' (3) 5 MBAR ON CHAIRS 'l F j T£RTMITE TFEATED FILL m o 4' 6' 6' 4' C3) 5 FZEBAR ON CHAIRS I- III -III- CONTINUOUS ,. _5 h,� TTI FOOTER HEIGHT - - U (2) 5 REBAR ON CHAIRS m (2) 5 FEBAR ON CHAIRS MBAR in [2) 5 REBAR ON CHAIRS 14 3' MIN. COVER P-4' U U 1'-$' EXCEEDS 30' ABV. a 1� z W O 4' I e4 4' I' -S' z a GRADE (3) 5 TEBAR ON CHAIRS 0 3' MIN. COVER S. 1 -STORY FOOTING 1 -STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2 -STORY FOOTING 2 -STORY FOOTING 2 -STORY FOOTING W BLOCK WALL �� W/ FRAME WALL 1B W/ BLOCK WALL 1C STEP-UP 1 -STORY 1 W BLOCK WALL �� W/ FRAME WALL RDW/ BLOCK WALL 1 8C E:142' -P-0' 1 t1 SCALE: Irz'•I'-0' SCALE: V2' -l'-0' SCA E: Irz'•I'-0• SCALE: ' F. SCALE: Irz :I -0' F.. JJ SCALE: 1/2'-1'-0' 3 V2' CCNC. SLAB OR FOUR WALL 50-11) FOR ENTIRE LENGTH OF OPEN TO (1) 5 MBAR • 16' O.C. MAX, IN CONC. POURED CELL (VERIFY 3 Irz' CONC, FEIN. W/ 9ND0 16' O.C. MAX ENDS 16' O.C. MAX PAVERS PER OLDS SPECS CO 5 FREBAR YEcRTICALLT W/ CONC. POURED CELL ABOVE CONDITION. REINFORCE PER P 4N PER PLAN) R-4.1 INBUL. MIN. TEXTURED CEMENTIOUS COLUMN / POST 3 1/1' CONC, REIN. W/ 6'xb' PER PLAN. WI.4r M UALF OR ETHYL NE w OFl 6-MIL POLY ETHYLENE p 6'x6' WL4AUL4 ULF OR FIBERMESH ON 6 -MIL POLY ETHYLENE VAPOR BARRIER NACTED 9ND5 16' O.G. MAX 5 1/1, . HEAD of GARAGE 5 1/2' • HEAD of GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO BLAB 5 1/!' • HEAD OF GARAGE VARIES WITH SLOPE ( SECURE BT. PLATE TO BLAB � - - = _ R-4.1 INSUL. MIN. TEXTURED CEMENTIOU9 COATING PER (ASTM 0926) - (T7PJ z VAPOR BARRIER CN E WELL -COMPACTED CLEAN WIELLL-- CLEAN TEF7.11TE 5 1/2' • HEAD OF GARAGE VARIES WITH SLOPE VARIES WITH SLOPE W/ }'x9' ANCHOR BOLT W/ 2' WASHER SET IN $IMPSON HIGH ,� W/ }'x9' ANCHOR BOLT W/ 2' w WASHER SET IN SIMPSON HIGH _ - _ COATING PER (ASTM G926) _ - _ 0' CMU O TER-IITE TREATED FILL TREATED FILL SECURE BT. PLATE TO SLAB BEGUN BT. PLATE TO SLAB W/ }'x9' ANCHOR BOLT W/ 2' STRENGTH EPDXY 6' MIN 0 32' OC AX EMBED. STRENGTH EPDXY W EMBED. j MIN, • 32. OG AX (TYP.) S' CMU Ln _ V2' GYP, WL. BP. w o _ 3 z E _ w - W - I/2' GYP. L.L. BD. - - WOOD BASE _ 2'-0' 3 N' CONC, REW LLV 6k6' a ,� w ? W E > _ W/ 1'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH 5TRENGTH EPDXY W EMBED. IN. 32• CC AX z WASHER BET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. MIN. s 32' OC MAX m w ,al/ . 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W/6,x6, ,E ;p z W . 24'OL, MR 24' N SLAB GLEAN TERMITE TFEAT£D FILL 1 -STORY FOOTING -_ WIAxWIA W1.F OR FIE>ER'fEBH ON 6 -MIL POLY ETHYLENE = ON &-A U)LF OR FIBER'•IEBH - CAN 6 -MIL POLY ETHYLENE BARdiIER ON a 3 Irz' CON(, FEIN. W/ 6'x6' _ WI.4xW1.4 ULF OR FIBERM£5H �, s , ..g 4• COW,nNPORCEO UY (D 5 REBAR ON CHAIRS 8 B AT FRONT PORCHES VAPOR BARRIER ON " WELL -COMPACTED GLEAN VAPOR WELL -COMPACTED CLEAN ,. ON 6 -MIL POLY ETHYLENE ' VAPOR BARRIER G41 FIBERg6H AT A RATE OF .T5 me. FER CIBIC TAFO ON SCALE: 1,W -l'-0' TERMITE TREATED FILL m U O) w E > 4' 6' 4' TERMITE TREATED FILL E> 0 m U al'-$' (3) 5 MBAR ON CHAIRS 0 a WELL -COMPACTED CLEAN t W ww TERMITE TREATED FILL W E> ;• 6• � 4• E > O a I -MIL POLY ETHYLD4E VAPOR 6' 6• 6' BAFWER ON LLELL•COITA.CTED (LEAH FILL 2'-a' OPT. SCREEN ENCLOSURE BEGUFE BT, PLATE TO C AIRS ON CHAIRS U I' -B' (3) 5 REBAR ON CHAIRS (DaRk-CARE) [3) 5 fEBAR GARAGE DOOR FOOTING SCREEN ENCLOSURE SECURE ENDS ELK W/ }'x9' ANCHOR TO BTM. PLATE BOLT W/ 2' WASHER BET IN 2 -STORY FOOTING 2 -STORY FOOTING AT ON CHAIRS 2 -STORY FOOTING: V�'•i' m' ATTACHMENT AS PER W/ 51MPSON SP -4 SIMPSON HIGH STRENGTH • EPDXY 6• EMBED. MIN.. 1 -STORY FOOTING AT GARAGE 6 A AT GARAGE BC E: V2'•I'-0' CB GARAGE BLK. WALL SCALE: 1/2'•1'-0' 6 C AT GARAGE SC E+ Irz'• -0' MANUFACTURERS SPECS. 0'-0' FIN. FLR 32' O.C.AX 32' a MAX " (� C E: rz • I -0 or 0 3 1/2' CONC., REIN. W/ IT 6'x6' WIAxWIA W1.F OR FIBERMESH ON 6 -MIL SECURE BT. PLATE TO $LAB W/ }'x9' ANCHOR - '" W POLY ETHYLENE VAPOR SECURE BT. PLATE TO BLK R [U . P MASONRY BOLT UU 2' WASHER SET IN SIMPSON HIGH STRENGTH - • PAYERS a' I BARRIER ON E 4' 8' 4' WELL -COMPACTED GLEAN m TERMITE NAILS . 32' O.G. (MAX) EPDXY 6' EMBED. MIN. • 15 GGNT. 1'-a' TREATED FILL 32' OG MAX E (2) 5 FEBAR ON CHAIR$ IT/S• 0 - • POURED LINTEL CONT. (TYPJ �+o'CMJ FILLED CELL Ml-.) 2X WALL FRAMING = STT fGTH E SET IN BIMP90N HIGH ? `4 STRENGTH EPDXY 6' EMBED. MIN. � TRENCH FOOTING U n AT ALL PAYERAIEAS 1- STORY FOOTING g AT L.B.W. (W/ UPLIFT) _ 3 Irz' GONG, FAIN. W/ oNc,A EI j _ • ° 3 Irz' CONC, REIN. W/ (3.h'X$' ANC 4OR BOLTS or (3. 'X5' J -BOLTS MIN. W EMBEDMENT W/ 2'X2'XI/B' - $GALE: Vt'•I'-0' 6'xb' F OR ? w FIBERMESH ON 6 -MIL w 6'x6' WIA.W1.4 01F OR FIBERIEBH ON 6 WASHER AND NUT BEA . S EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS E > POLY ETHYLENE VAPOR 0 BARRIER ON E > -MIL 0 POLY ETHYLENE VAPOR m 0 PRIOR TO FILLING. (SLEEVED ANCHOR IN $OLID FOUR ACCEPTABLE RETROFIT) 3 V2' CON(, REIN. W/ 6'x6' a LLLLF OR FIBE ON �'e �� ' 0'-0' FIN. FLR a "a. ((ELL -COMPACTED CLEAN TERMITE TREATED FILL BARMIER ON 4 I -a 4 WELL -COMPACTED CLEAN 6 -MILIA E VA 6 -MIL POLI ETHYLENE VAPOR BARRIER ON WELL -COMPACTED (2) 5 REBAR ON CHAIRS I'-0' TERMITE TREATED FILL CLEAN TERMITE TREATED FILL (3) 5 REBAR ON CHAIRS' GF201rED BOND BEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT./INT. FRAME WALL TO TVP. RETROFIT FOR VARIES PERELEY. AT 9 AT L.B.W. W NO -UPLIFT 9B AT L.B.W. 12 BLOCK WALL CONNECTION OMITTED DOWELS A SCALE: rz'.I'-0' Z L j TIE R£BAR W/ I0' HOOK z TIE VERTICAL L 6CALE: V2'•I'-0' SCALE: VI'•I'•0' SCALE: Irz'•I'-0• 0 r0 HORIYATIGNAL AL U 6' PVC CHASE T14M FOOTING 1ROUTED BOND BEAM REBAR W/ 10' HOOK I -STORY (2) 5 REBAR ON CHAIRS 2 -STORY VARIES PER ELEV "- - VARIES PER ELEV. - 3 /ARI -o 3 CAULK AND SEAL �' L - 4 "° '°� " ..°. . 3 3' (3) 5 REBAR ON CHAIRS GROUTED BOND BEAM _ °. •. as C2J 5 REBAR • -STORY C3) 5 F2EBAR . 2-6TORY .. ° GAS LINE OUTSIDE REBAR TO BE CONTINUOUS [IJ 5 MBAR VERTICALLY W/ CONC. POURED CELL T a. I ° //\\//\\//\\//\\ �. "' "' " /�\//�\/��. /��// I }' PVC SLEEVE FOR GAS LINE R-4! INSUL. MIR "' e ."' . • - ��/i\/• ��//%�/��/�\\ ��/j�/\ '�\�\\//�\//\�/°. /\\i\\/\\/i\�/�W 0 - - e• CMU = I/1• GYP. LLL. BD. (U "5 -CONT. zp;p z WOODBA5E E U _ I!1' DRYWALL _ 2'-I' MIN. LAP E a w = n� ?� 3 IR' CONC, REIN. W/ 6'x6' WIAxW A LLLLF OR ESHOR - 4 SHOWER RECESS FOOTER 1 O SCALE: I'•I'-0' - O°1) BASE REBAR LAP AT FOOTING E U r. -MIL POLY ETHYLENE BARRIER ON WELL-COMPACTEED W CLEANOUT REQUIRED FOR INSPECTION LL CLEANOUT FEOUIRED FOR - B 5C E: In'.I'-0' _ O - r - CLEAN TERMITE TREATED FILL z F g INSPECTION z F a oa a " .. 4 Yg - V R£GE55 FOR BCD. TRACK - FINISH FLOOR as a r CHASE THRU FOOTING ' 0'-0' FN. FLR ' 0'-0' FM. FLR ° a TIE VERTICAL AR TIE VEFMCAL AR w a a. . 4 a (I) 5 VERT. DOWEL LAPPED W/ BOND BEAM .° °a r0 HoRIZATIGNAL .. REBAR W/ 10' HOOK .< �, TO HORIZAt ONAL REBAR W/ IID' HOOK n a '5 w > . ° fl)REBAR AT CORNEA W/ 25' LAP MIN. L > '� U 4 I -$TORY 8 4 2 (2) 5 REBAR ON CHAIRS AT °.at` a -STORY [3) 5 REBAR ON CHAIRS 4 mu mU °° � a HORIZONTAL/ HORIZONTAL/ VERTICAL ATVERTICAL D. GAS LINE THRU BLOCK TYP. REBAR LAP 1_ STORY FOOTING W BLOCK WALL rv_� REINFORCING L1 SCALE: rz •I'-0 �� BEARING CHANGE l SCALE: Irz .I' -m SLAB AT S. G. 11 SCALE: I•.I'-m' G $GALE: 1•.1'-m' c AT LINTEL CORNERS 1/2'•1'-0' D SCALE: 1rz'.1'-0• SCALE: A R C H IT E C T S Desin G1 pO U "Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE ( VERSION#O1) PROJECT#: R2065.013/00001 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA OCT 1 9 29A DAVE: 1&/18/18 SHEET 4A OF 7 BOWEL ]PILE 5G,4LE: 1/4 = I'-0' ELEVATION 'D' 12'-2° V 12'-a' 1 A R C H I T E C T S Design GioU lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 @ c<l @ i @ @ I N �IIIIIIIIII N @ N @ N m c1J I - m ro ro �r a� 1 �r ro BOWEL ]PILE 5G,4LE: 1/4 = I'-0' ELEVATION 'D' 12'-2° V 12'-a' 1 A R C H I T E C T S Design GioU lnc. 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 #13) MODEL: SEASIDE (VERSION#01) PROJECT#: 82065.013/00001 PAGE: DOWEL PLAN ARCHrrECT: STATE OF FLORIDA OCT 1918 DAT)t: 1&/-18/18' S ClALE: 1/4"=1'-0" S EET 4B OF 7 �IIIIIIIIII SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: 82065.013/00001 PAGE: DOWEL PLAN ARCHrrECT: STATE OF FLORIDA OCT 1918 DAT)t: 1&/-18/18' S ClALE: 1/4"=1'-0" S EET 4B OF 7 L-8 --- ENTRY L -IA L -I I I I (2)25•SH • EGf€SS i-ln I I Vx3' P_ PLAN I I Total Le-.Dtn T", d' DGO. 'r_ADER PAN I I I F- I I j OWNER'S SUITE j j 39E; 3'-d' TRA, I I I I I I II I I I I I I 1— — — — — — — — — — — — — J �: _ _ II F OWNER'S BATH 9'-4' CLGL LANAI 9'-4' CLG L-9 5080 SCsD GREAT ROOM 9'-4' 0.G. L -II (2) 25 -SH DINETTE 9'•4' 0.G. ■ 8'•0' X T-0' ONGD 1W -0'X T-0' OHGO - - L-3 LINTEL PLAN SCALE: 3/16 = P-0' ELEVATION 'D' 451 l � -_--__ FkrL 2 [Hb -SH --- ENTRY L -IA L -I I I I I LMT -c! ..+E ILA IFRAL LO:A5 fP.i) i-ln T�. Vx3' P_ PLAN 3'x3' 5 _c, Total Le-.Dtn T", d' DGO. 'r_ADER PAN 3' DOOR r_ _R 50!!9 W.I.C. Frecast j 39E; 3'-d' Rr_s>t 112 2911 1 L-7 T-4' CLGL L -S S'-4' Pr_nst 544'.521 -T'-6' 8116.5-lUU/(UL L -II i 8/16-54111LIALL BDRM 4 1,I I 166 4'-6' - L-14 1"1'-4' 4-6' Fre t — 1:63 4''3' -i 653 L F 'xaet bEb IrnS 5-3' 6'-3' t 659 I I 'ecEst 543 1!23 W-4. --reset 6:4 !363 l'-3' rr rte:;:t l 2 III 6'-6' - 61 !233 3'-5' = 3:6 664 6'-3' -east 513 !2IT--- BATH 9'•4'0.6. TSF=- � 1'-6' II O 413 534 Recast 331 (3 II III 1 1 T -- (s., Y 211 3 V-4' C.C. R^- t I� 453 T-4' F --J i°3 E22 I BATH 1 64 543 1'-0' !3'-. t F ..est I II I I I I 9' 4' 0.G 391 IL - aesd NA ----- NA. 522 BDRM 3 - -d NA. 23 H' -G' RasVessed ' NA 17 22-2' Resysssed NA. 9'-4' CLC. 21'-.' O � NA 131 7Y-:' r � I I �. I L --_J I I I I I I 9 3 -CAR GARAGE I I II 9'-4' 0.5, I I I STUDY 8'•0' X T-0' ONGD 1W -0'X T-0' OHGO - - L-3 LINTEL PLAN SCALE: 3/16 = P-0' ELEVATION 'D' 451 l � -_--__ FkrL 2 [Hb -SH IH6-51,1 ENTRY L -IA L -I I I I I LMT -c! ..+E ILA IFRAL LO:A5 fP.i) i-ln L G-ENEBAL NOTES: COD=S I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (?011), GTIONS 8402.2 G Ro0o I?. =GRIDA BUILDING GOD^ RE5IGENTIAL, ATH EDITION (2011), S=CTION5 1'_912 4 2101. 1.3. BUILDING CODE RE'.OUIREMLENTS FOR REINFORCED CONCRETE (AGI 315-05). 1.4. .A.L".=RICAN 50CI=_ _ TY OF CIVIL ENGIN=ERS MINIMUM DESIGN L OAD5 FOR 3UI! DINC-5 AND OTHER 5T,'R'JCTL'LRE5 (ASCE l -ID). 2. CONCRETE: EA. GONGRET= COMFRE551VE 5T8ENGTH AT 25 DAY5: 21.1. --- 65T W/5TA\DARD RIiJNFGRCEMENT-4000 P51 2.1.2. - A51- U/FR=STRESSREINFGRGEi ENT -6000 P51 2.1.3. GROUT PER ASTM 6416 - 3000 F51 W/ MAX. 3/5' AGGREGAT=, 3' TO II' SUJNF. 22. REINFORCING- BAR5: 2.2.1. 5T=EL PLACED IN FR=OA5T LINTEL AT TIME OF 13RICATION A5T1 A615 (G -RADE 60) 2,22. ST=EL IN LINTEL AND KNOCKOUT BL OCK (PLACED IN FIELD) A5TM A'o:5 IGrtAGE 40). 23, PRE-5TR--55ED STRAND5 A5TN A416 1-111FE, 5TRE55 RELIEVED 710 Kai DETAIL REIN',FORCEMENT IN ACCGRDANCE 'LIT:: AGI 313. = C0_NCRETG ,NOPERATION5 SHA! L COMPLY WITH ACI 5TANDA,--,D5. 3.J MA5ONRY: 3.1. DE51GN AND CON5TRUCTION! 5HAL L CONFORN TO THE 5—rr_CiFICATION OF THE NATIONAL CONCRETE H1A5ONRY A55OCIATION AND AGI 530-03. 32. MINIMUM P'_-5ONRY UNIT 5TRENGTH: F'M i500 F51. 33. MORTAR 5HAL L 3E TTFE 5. STRJCTURAL: X4.1.-- ! 0-D `/AL UE5 A—= BA5=D ON LINTEL 5 HAVING A 3=A81N4 OF V (WITH A MINIMUM A_GEPTA3LE BEABNG OF 4' PER F_GRIDA 3'JIL DINC- CODE RESIDENTIAL, 6T14 EDITION (2011), SECTION 8606.14 GR F! GRIDA 3'JILDING UDE R=;$IGENTIAL, ETH EDITION (2014), SECTION 2104.15 EXTERIOR NASONRY WALL 5RCT. HEICTHTB ERCT. LOAD 51;?CT. WALL NON SR5, WALL TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) B" x 8" LINTELS LINTEL TYPE: V-4" COMMENTS 5FG HT. S;FE LATRAL IPs) L0: G5 LMT -c! ..+E ILA IFRAL LO:A5 fP.i) i-ln T�. Vx3' P_ PLAN 3'x3' 5 _c, Total Le-.Dtn T", d' DGO. 'r_ADER PAN 3' DOOR r_ _R 50!!9 2 'ID' Frecast 1993 39E; 3'-d' Rr_s>t 112 2911 8/16-5-RUK01 L-7 L -S S'-4' Pr_nst 544'.521 -T'-6' 8116.5-lUU/(UL L -II 1'40' 8/16-54111LIALL _6 Reca:t 633 166 4'-6' 8/16-5-(UU/(0>L L-14 1"1'-4' 4-6' Fre t 556 1:63 4''3' -i 653 165 'xaet bEb IrnS 5-3' 6'-3' t 659 Illl '_64 i' -ID' 'ecEst 543 1!23 W-4. --reset 6:4 !363 l'-3' rr rte:;:t l 411 '3l 6'-6' - 61 !233 3'-5' = 3:6 664 6'-3' -east 513 !2IT--- 1'-6' 933 Rx 413 534 Recast 331 3:4 Rew>t -- l;5 211 3 12'6' R^- t I� 453 T-4' HIS— i°3 E22 1'-2' Reraet 64 543 1'-0' !3'-. t F ..est :43 I:6 E24 414 T:' 0' --et 99 391 N-3' - aesd NA NA. 522 Il' -4' - -d NA. 23 H' -G' RasVessed ' NA I'6 22-2' Resysssed NA. '.53 21'-.' re:sed � NA 131 7Y-:' Pr_.reesed NA Do 2;:2' II Re>beseed 11 NA NR • Not Recon I: d ) #5 CONTINUOUS /-8'X16' KNOCKOUT BLOCK 000 PSI GROUT PLACED IN FIELD) —TOP BARS: SEE SCHEDULE (1) #5 CONTINUOUS /32' STIRRUPS AT 4'-0' cc 1ED OR WELDED) DTTOM BAR :E SCHEDULE (PRECAST) 8/11 #5/(1) #5 PRECAST C. Y. r r n V ' w N� NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL 18/16-P-#U�#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 34, L 0 T T 1 S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE: V-4" COMMENTS 5FG HT. L -i 3'-6' 8/16-641AW0X L -IA 3'-6' 8/16-5-1UU/lOJL L-2 6'-6' 8/14-64IMMA. RECESSED L-3 9'-4' 8/36-541&01 L-4 Il' -4' 8/36-541)IAL PRE6TRE65ED L-5 4'-6' L-6 4'-6' 8/16-5-RUK01 L-7 L -S S'-4' 8116-541AA (I1L L -IID -T'-6' 8116.5-lUU/(UL L -II 1'40' 8/16-54111LIALL L-12 4'-6' 8/16.5-0 &(OA. L-13 4'-6' 8/16-5-(UU/(0>L L-14 1"1'-4' 8/16-54DUKI L PRE6TRE65ED ) #5 CONTINUOUS /-8'X16' KNOCKOUT BLOCK 000 PSI GROUT PLACED IN FIELD) —TOP BARS: SEE SCHEDULE (1) #5 CONTINUOUS /32' STIRRUPS AT 4'-0' cc 1ED OR WELDED) DTTOM BAR :E SCHEDULE (PRECAST) 8/11 #5/(1) #5 PRECAST C. Y. r r n V ' w N� NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL 18/16-P-#U�#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 34, (2) STRANDS 7/16'-- IIa' 7 WIRE STRESS RELIEVED 270111 PRESTRESSED CABLE 15. 8/8816-S-(1) #5/(1) #5 PRESTRESSED TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" x a" LINTELS ! INTEL CLEAR LINTEL TTFE 'INP 5P' '+`PILLEDGRAVITY GRA'/Itt '.P�ri TUFT LENOTH SPAN >R A'/In CAPAGITY GAPAOITY CAPACHT C -CITr 301TOM EAR TOP EAR "CRY NEL (05J TISL CI J 15! (15'J (ISL (25J TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 20" COMPOSITE LINTELS LINTEL I OLEAR I LINTEL ITT LMTEL 5TEE! GRAVITY GRAVITY 6RISi !RFT STH $Fm - TT— T11 C .�Itt G,APACIn CAPACITY CAPACITY TARP N REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLG) 3• x 16" COMPOSITLINTELS LINT__ ___AR LINTEL TTP- ! NTE I GRAVITT GRAINY'IIII I x.11T STH SPAY CAPACITY CAPACITY CAPACITY CAPACITY 1 Ol EOTigt EAR TOP EAR (25L (IHJ (15L(IAf1AN J ('U5L (25J TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 28" COMPOSITE LINTELS ! rviEL CLEAR I LINT_ rTFE LNT[ 3PL GRA'/RT GRANTr '.P! r -i '.PLST LENGTH BRAN CAPACITY CAPACITY CAPACITY CAPACITY EOTT 1 6 R TOF EAR (25L (15LJ 115E (IHJ (15L [I5J (15L (25U TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 24" COMPOSITE LINTELS LN—- _AR I L NTL LIFE= L.11- Si==! C'R4VLTT G,'s:'/ITY ':P! PT 'r! ri --TH SPAN CAPACITY CA=ACITY CAPACITY CAPACITY �DirC11 ?AR TOP EAR (25L(IfJJ (ISL(15J [I5! (IHJ (IH_(25'1 TABLE NO 7 __... _..... _. __ REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (FILE)B" X 6" LINTELS LINT'! CLEAR LNrL tYTc ! (NTE! STSEL RAW GRAVIn GRAVITT LPL:FT UPLFT LENGTH ;PAN GiAYITY CAPYITY CAPAOItt CAPACITY CAPACITY I SCiigt 9AR TOP EAR C.'.PACITT (25! (15'J IIS! fl5'J (15! (IHJ (IS! (25J TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) B" X 6" RECESS DOOR HEADER I NTEL I G EAR I LINTEL TYFcLiNr! 5rFE! Nvl!!ED GRANTT GZAYITY CAPACITY TIP- RI iH SPAV C-RA`/ITY CAP:LITY CAPACITY CAPACITY CAPACITY aJTIC%2:�2 i0, BAR CA'ACITY (15L (OHJ (15! fIHJ (ISL (IHJ (15! (25J 3R' 31�' 313: 'ABLE Lit 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE)8" X 32" COMPOSITE LINTELS !:NP__^_Ezx LurL IT � !'�urL a1=_L C-,u'mr GRAVITY '.PL:Fi uPTiFi L—H SPAN CAPACITY CAPACITY C�rACITT CAPACITY E07TM EAR TOP 2 AR (05L <I5J N1 L (I5J (ISL (15'J (15L 12— TABLE No 8 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (FILE)8" X 14" COMPOSITE LINTELS LINTEL CL'AR ! NTEL iTr'c LINTE! STEEL GS'ANTY GRAVIir ',RiSi LPL 1 'EW TN SPAN CAPAGfiY CAPACITY CAPACITY CAPAITY yJTi EAR TOP EAR (05! [I5J (15L (I5J (ISL (IHC (15L 12— TABLE No. 10 (1) #5 CONTINUOUS 36 8'X16' KNOCKOUT BLOCK '.1• PSI GROUT SAFE WORKING LOADS (FILE)8" (PLA000 CED IN FIELD) TOP BARS: • :�" SEE SCHEDULE I� • I LP_Pi !RUST (1) #5 CONTINUOUS ' • ,r • 7 /EDV STIRRUPS AT 4'-0' cc (11ED OR WELDED) (2) STRANDS 7/16'-- IIa' 7 WIRE STRESS RELIEVED 270111 PRESTRESSED CABLE 15. 8/8816-S-(1) #5/(1) #5 PRESTRESSED TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" x a" LINTELS ! INTEL CLEAR LINTEL TTFE 'INP 5P' '+`PILLEDGRAVITY GRA'/Itt '.P�ri TUFT LENOTH SPAN >R A'/In CAPAGITY GAPAOITY CAPACHT C -CITr 301TOM EAR TOP EAR "CRY NEL (05J TISL CI J 15! (15'J (ISL (25J TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 20" COMPOSITE LINTELS LINTEL I OLEAR I LINTEL ITT LMTEL 5TEE! GRAVITY GRAVITY 6RISi !RFT STH $Fm - TT— T11 C .�Itt G,APACIn CAPACITY CAPACITY TARP N REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLG) 3• x 16" COMPOSITLINTELS LINT__ ___AR LINTEL TTP- ! NTE I GRAVITT GRAINY'IIII I x.11T STH SPAY CAPACITY CAPACITY CAPACITY CAPACITY 1 Ol EOTigt EAR TOP EAR (25L (IHJ (15L(IAf1AN J ('U5L (25J TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 28" COMPOSITE LINTELS ! rviEL CLEAR I LINT_ rTFE LNT[ 3PL GRA'/RT GRANTr '.P! r -i '.PLST LENGTH BRAN CAPACITY CAPACITY CAPACITY CAPACITY EOTT 1 6 R TOF EAR (25L (15LJ 115E (IHJ (15L [I5J (15L (25U TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) 8" X 24" COMPOSITE LINTELS LN—- _AR I L NTL LIFE= L.11- Si==! C'R4VLTT G,'s:'/ITY ':P! PT 'r! ri --TH SPAN CAPACITY CA=ACITY CAPACITY CAPACITY �DirC11 ?AR TOP EAR (25L(IfJJ (ISL(15J [I5! (IHJ (IH_(25'1 TABLE NO 7 __... _..... _. __ REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (FILE)B" X 6" LINTELS LINT'! CLEAR LNrL tYTc ! (NTE! STSEL RAW GRAVIn GRAVITT LPL:FT UPLFT LENGTH ;PAN GiAYITY CAPYITY CAPAOItt CAPACITY CAPACITY I SCiigt 9AR TOP EAR C.'.PACITT (25! (15'J IIS! fl5'J (15! (IHJ (IS! (25J TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE) B" X 6" RECESS DOOR HEADER I NTEL I G EAR I LINTEL TYFcLiNr! 5rFE! Nvl!!ED GRANTT GZAYITY CAPACITY TIP- RI iH SPAV C-RA`/ITY CAP:LITY CAPACITY CAPACITY CAPACITY aJTIC%2:�2 i0, BAR CA'ACITY (15L (OHJ (15! fIHJ (ISL (IHJ (15! (25J 3R' 31�' 313: 'ABLE Lit 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE)8" X 32" COMPOSITE LINTELS !:NP__^_Ezx LurL IT � !'�urL a1=_L C-,u'mr GRAVITY '.PL:Fi uPTiFi L—H SPAN CAPACITY CAPACITY C�rACITT CAPACITY E07TM EAR TOP 2 AR (05L <I5J N1 L (I5J (ISL (15'J (15L 12— TABLE No 8 REINFORCING SCHEDULE &LOAD CAPACITIES SAFE WORKING LOADS (FILE)8" X 14" COMPOSITE LINTELS LINTEL CL'AR ! NTEL iTr'c LINTE! STEEL GS'ANTY GRAVIir ',RiSi LPL 1 'EW TN SPAN CAPAGfiY CAPACITY CAPACITY CAPAITY yJTi EAR TOP EAR (05! [I5J (15L (I5J (ISL (IHC (15L 12— TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (FILE)8" X 14" RECESS DOOR HEADER ! (NTE! _ TYPE LNTE! $TEE! _RANTY G,Z:NTY LP_Pi !RUST _-NTN 5P.'.V CAPACITY CAPACITY EOITOPi EAR TOP BAR (25L (I5J (15! (I5J CAPACIn (L5! (IHJ CAPACITY d,N_ (25J 3, 3R, 8/20-S8/20-S��5/(1)#55#5/(1) #5 8/24-S8/24-S��5/(11�5#5/(11 #5 816-S-(1)�5/(1�� 814-5-(1)�5/(1)� 8/32-S-(1) #5/(1) #5 8/28-S-(1)#5#5/(1) #5#5 r A R C H IT E C T S Design Group`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngro up.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: LINTEL PLAN (LOTT'S) ARCHITECT: STATE OF FLORIDA OCT 1//2018 DALE: 1_0-/-1E3/18 F/CALE: 1/4"=1'-0" SHEET 4C OF 7 L-8 (2)25 -SH EGFESS f --------------T I I I I I I I I I I I I j OWNER'S SUITE j I m -4N TRAY CLCa. I I I I I I I I I I I I L- - - - - - - - - - - - - OWNER'S BATH 9'-4' CLC. I W.I.C. 9'•4' CLC. BDRM 2 9'•4' 0.C, LANAI L-9 8080 SGD GREAT ROOM 9'•4' 0.C, F---� I I L - - - � 3 -CAR GARAGE 9'•4'0.6. 8'-0' X 1'-0' OHGD 16'-0' X T-0' OHGD ■ O L -g LINTEL PLAN SCALE: 3/16 - I'-0' ELEVATION 'D' MATERIALS a (_-:I ENER AL NOTES I- precast lintel 4900 psi 1. Provide full mortar bed and head jolnts- fb rsatrsaaad lintel = 5000 pet P r 2. req a filled Miele a utrsd. 3. ASTM C410 f' = 3900 sl w/ Csraui Per 9 P 3. Installation or- Intel must .-Ply with the P y ma ximl.m 3/3 Inch a re aie = 3 id II inch gg g nominal bsar!ng. Excepticn: Safe loads forunfilled load from next tomer neigh�aiy'4n. car cn tecturaI and/or strucil:rai document;. slump �. ❑-Lintels are manufactured with 5 12' long 4. Concrete Masorry Units (CMU) per ASTM BDRM 4 V -4N CLQ notci:es at the ends to accommodate vertical C50 w/Intnimum net area compressive L-4 cell reinforcing and grouting. strength = 1990 psi v. Reference `i CAST -CRETE Load Deflection - Reoar per A5TM A> 5 grads 60 ■ Graph brochure for lintal deflscv_ Information. v.-reairsasin a•_rand r ASTM A,. rade r 9 Pe g 6. Bbttbm field added rsbar to be located a tr_ 21010•- relaxa tion L-1 s lintel ca'xit �- V_ 1. Morar per ASTM CZlO Type M or 5 1. 1/32' dtamstrsr '� s stirrups are welded iO -re 1.-6' 8FI6-I5/IT 'bottom steel fo sci'.anical anchorage, L-13 a. cast -In-place concrete may be provided In ane lintel. Sae detall at right. L-10 con:poops Intel in Ileo OF concrete maaonry Unita. I I I I I I I 1 I I I I l \ \ L-2 L -II a I I I (2)25 -SH V-4' 0.G. I DINETTE lip 9'-4' 0.G. ■ III X I II; II� II 11 KITCHEN I V-4' 0.G. IHb-SH IH6-6H I I I L -I j V-4' 0.G. I I lip *, ■ I. All values based - minimum 4 inch 1. Forampwlie Intel helgi,t ;noun, u;e safe 3 3'-6' 8F16 -054T nominal bsar!ng. Excepticn: Safe loads forunfilled load from next tomer neigh�aiy'4n. L-2 6'-6' 814-I5/IT H W L-3 BDRM 4 V -4N CLQ 8FI6-I5/IT L-12 L-4 I1'-4' 8F36-I13AT F'REFRE55ED L-5 4'-6' ■ T s rrcaCAST)> 00 41-6' g > L-1 BATH 1 84`16-05AT 4VID 15 L-5 1.-6' 8FI6-I5/IT GR40 car G -R50 maziml:m resisting moment and scear at d-amay from L-13 V-4' 6FI6-I5/IT ane lintel. Sae detall at right. L-10 BDRM 3 84`16-I5/IT T-0' TO 3 -4 11-ASTJ_ L-11 BOTTOM REINFGRCING 8F16-15AT 1-5/3'ACTuaL 3 4'-6' ■ 3,3 x_a. `• L-13 4'-6' n 3 L-14 ■ ■ L-13 F'RESTRE66ED lR n2 N.3 hR hR * STUDY 9'•4' CLC, .1 R hR hR hR IHb-SH IH6-6H ENTRY L -IA L -I j V-4' 0.G. I I lip *, I I I I. All values based - minimum 4 inch 1. Forampwlie Intel helgi,t ;noun, u;e safe EXTERIOR MA6ONRY WALL BRG. HEIGHTS V-4' BRG. LOAD BRG, LJALL NON -51';r3. WALL �^ST-144R'G`l LINTEL SCHEDULE LINTEL NO. LENGTH TYPE V-4' 5Rr3 HT. COMMENTS L-1 3'-6' 8FI6-013AT I. All values based - minimum 4 inch 1. Forampwlie Intel helgi,t ;noun, u;e safe L -IA 3'-6' 8F16 -054T nominal bsar!ng. Excepticn: Safe loads forunfilled load from next tomer neigh�aiy'4n. L-2 6'-6' 814-I5/IT RECE65ED L-3 13'-4' 8FI6-I5/IT _ _ 2. N.R. =Nat Rated g e loads - _ rGR_ FC ADDITIONAL All sat oads '.nits pounds per linear foot L-4 I1'-4' 8F36-I13AT F'REFRE55ED L-5 4'-6' 8F16-05/IT T s rrcaCAST)> L-6 41-6' 8F16-05/IT :439x' Zoa,. -'63 ' L-1 4'-6' 84`16-05AT 4VID 15 L-5 1.-6' 8FI6-I5/IT GR40 car G -R50 maziml:m resisting moment and scear at d-amay from L-13 V-4' 6FI6-I5/IT ane lintel. Sae detall at right. L-10 7'-6' 84`16-I5/IT T-0' TO 3 -4 11-ASTJ_ L-11 BOTTOM REINFGRCING 8F16-15AT 1-5/3'ACTuaL L-12 4'-6' 8F16-05/IT 3,3 x_a. `• L-13 4'-6' 8FI(O-06/IT 3 . -+" IFRa>Tr.E-) L-14 I1'-4' 8FI6-I5/IT F'RESTRE66ED . 5afe load retire based on rational design REBAR AT TOP SAFE LOAD TA5LE NOTES analysia per ACI 313 and ACI 530 v 3a Er'6 Ba a e 1 2a TO a 1 -PAST) 19. Tce exterior surface of Ilntels installsd in F'm=1500pai tenor c _ eie masonry malls 5ha11 have a I. All values based - minimum 4 inch 1. Forampwlie Intel helgi,t ;noun, u;e safe 16b -61 coating of stucco applied in accordance U nominal bsar!ng. Excepticn: Safe loads forunfilled load from next tomer neigh�aiy'4n. with 15TM G-295 o otter approved O -ting. l' TO i +" f-CABTJ -- SAF- I ATERAL LOAD Ilntels must be rscl ced by 20% If c-719length Is 3- For Ilntels Isngus not aiTdwn, uas safe load from -1 I' - u _ tical II.-�nteli loaded simu y' - - less titan 5 V? In s. i:e TA LOA ^TING- xt Icn est len th shown 3_cS r•CR D RATINS 9 - cmu. di housl (gravity or uplift) and 'rorlmn al (lateral) _ _ 2. N.R. =Nat Rated g e loads - _ rGR_ FC ADDITIONAL All sat oads '.nits pounds per linear foot loads srou!d bs checked For the combined •■-• b wINrGRCED GNU FULL 3. sats loads ars superimposed allowable !cads. ID. All sofa loads based on sfiply s'_ppartsd n loadieg 'meth ins foilauing aqua Uon: rR .-a - - +. safe Ibad5 based on rade 40 o rade 50 fled Ca.;<S_ g r g spar. �olledoolled v t1cai load colied c tal laadizcntal load ^safe T s rrcaCAST)> rebar. II. Tne number in ins the parenthesis Indicates In P 1/2' G1 R TYP a. Gne "l reser may be substituted for two ='S rebara percent reduction for o2rade 49 field added In 3' lintels on _ - - r =bet Exam la l' 6' Ilntel t e 34`32-13 safe 9 P SP -rl S 1,0 ^-afe' eril-1 load horizcnal load o / n 0 :439x' Zoa,. -'63 ' 9 5- - -6' 1--) o- The deal n= - evaluate concentrated loads - -- g _ may ravit load = 5412naJ u/ Iii, reductica b412 (2) r� 1�c3AR 9 y 'a 12. Addit!or'dl lateral Toad capacity can be 4VID 15 from the sats Toad ab!ss calculaiin o - -- - y g ``-h-- C3a) = aoDl r P ata insd '^y the assigns by providing T GR40 car G -R50 maziml:m resisting moment and scear at d-amay from addiilonalI c;,F rced cancre _ mau-ry above face of support. > TOT 9 IFFE-51`1 ane lintel. Sae detall at right. a 53 219 aa5 >a2 T'iPE DESIGNATION r = FILLED WITH GROUT / U = UNFILLED QUANTITY OF o REBAR AT ^I _ FI r BOTTOM Gr _INT_-.-AVITY FIF= L -s n4 � (2)25-5H EGRESS (------- I I I i I I I i I I I I OWNER'S SUITE j 0-4' MAY 0.G. I I I I I I I I I I I I L ---- OWNER'S BATH V-4' G.G. W.I.C. V-4' G.G. BDRM 2 9'-4'0.6. �I LANAI 9'-4' G.G. L-9 2080 SCsD GREAT ROOM 9'-4' G.G. F---1 I I L - - _J 3 -CAR GARAGE V-4' G.C. 8'-0' X 1'-0' 0H3D - - - - -16'-0' X 1'-0' OFKsD is , .. 0L-4 LINTEL PLAN SCALE: 3/19, - P-0' ELEVATION 'D' I I I I I I I I I I I I l \ 12' 51 L-2 ENTRY V-4' aG. I I I I I I I L- - - - - - - L -II (2)25-9H F DINETTE • 9'-4' G -G. I li ` i, x 1 II II II KITCHEN I9'•4' G.G. BDRM 4 V-4' G.G. BATH 1 9'-4' G.G. BDRM 3 V-4' CLC. STUDY V-4' 0.C. EXTERIOR MASONRY WALL 5RG. HEIGHTS V-4' DRG. LOAD SRG.WALL NON-51`RG- WALL REINFORCING SCHEDULE & LOAD CAPACITIES QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.O. Box 11 - Brandon, Florida 33509-0011 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LENGTH TYPE 'B'-4" COMMENTS 5FG HT. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L(1)#5U (1)#5L(I)#5U DETAIL U' GRAVITY CAPACITY DETAIL'V' UPLIFT CAPACITY (0)#5L (1)#5u (1)#5L(I)#5U DETAIL'U' V. UPLIFT CAPACITY 2 #5U (1)#5L (2)#5U DETAIL'W' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE(2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST 12) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST 12) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2 No.3 9576 10000 10000 10000 5'-4" 4'-0' PRECAST (2) D4.5 WIRE 2 No.3 7009 10000 10000 10000 6-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 961 961 PRECAST 1 (2) D4.5 WIRE (21 No. 4 7924 10000 9263 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 5748 10000 6723 10000 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 1 6402 10000 8'-O" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 8706 1 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2J D4.5 WIRE 2 No. 4 3536 6205 1 4141 7410 10'-6" 9'-2" 1 PRECAST 1 (2) D4.5 WIRE 2 No.4 2725 4798 1 3194 5322 I l'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 3191 3670 2379 3894 12'-6" I1'-2" PRECAST (2) No. 3 2 No.5 2919 3369 2174 3572 13'-4" 12'-O" PRECAST (2) No. 3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.4 3326 3326 1829 2919 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.4 3037 3031 1666 2702 17-4" I6-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.4 2346 2346 1290 2210 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No. S 7865 1865 1029 1869 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No. S 1737 1737 959 1778 21'4' WT PRESTRESSED (2) No.3 (2) 7/16 strand+ 2 No.5 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED (2)No. 3 (2)7/16 strand+ 2 No.5 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED (2)No. 3 (2)7/16 strand+ (2) No.S 1250 1250 658 1300 EXTERIOR MASONRY WALL 5RG. HEIGHTS V-4' DRG. LOAD SRG.WALL NON-51`RG- WALL REINFORCING SCHEDULE & LOAD CAPACITIES QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.O. Box 11 - Brandon, Florida 33509-0011 LINTEL. NO. LENGTH TYPE 'B'-4" COMMENTS 5FG HT. L -I 3'40' 8716-641Al/l0A. L -IA 3'40' 8/I&-5-flAI/(0JL L-2 6'4'' 8/14-54111/(Ix- RECESSED L-3 V-4' 8/36-5-(1111/(1x. L-4 Il' -4' 8/36-541AU(IA. PRE5TRE55ED L-5 4'-6' 8/I6-S-(1111/(Ox L-6 4'-6 8/16-5-(IAI/(01 L-1 4'-6' 8/16-54LUMA. L -S 7'-6' 8/16-5-(111 All L-9 V-4' 8A6-6-(U.I/(IA- L-10 l'-6' 8/16-5-(111)/(1X. L -II l'40' 8116-5-RUMA. L-12 4'-6' 8/16-541A1/(0A. L-13 4'-6' 8/16-5-flAU(OX- 1 -14 Il' -4' 8A6-8-(IUMA. PRESTRESSED EXTERIOR MASONRY WALL 5RG. HEIGHTS V-4' DRG. LOAD SRG.WALL NON-51`RG- WALL REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 642 642 (0)#5L(1)#5 (I)#5L(1)#5 (0)#5L(1)#5U 11 , (1)#SL(2)#5U 599 DETAIL'H' DETAIL)ETAILH&,j' DETAIL 'K' 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) // 16 Strand + 1419 1419 850 1347 642 642 306 599 LINTELTYPE 1INTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD 2 No.4 LATERAL SAFE LOADS (PLF) SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID 15'4" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1291 1291 775 1270 DOOR HEADER 1ii 1U10)L 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 2 No.4 DETAIL 4DU' DETAIL DV DETAIL 'DU'&'DV' I 8"x8" RECESS DOOR HEADER 1 2'4" 2'-0" 17-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 Strand+ 993 993 600 1084 DOOR LINTELTYPE DNTEL STEEL TOP LINTEL GRAVITY SAFE LOAD 2 No.4 .ENGTH SPAN SIZE TYPE TOP WIRE/ 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/16 Strand+ 1035 1035 478 936 SOLID SOLID LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD 2 No.5 BAR BOTTOM LENGTH SPAN 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 961 961 446 872 45(1)U(0)L #50)U(1)L BAR DETAIL DA' DETAIL'DB' 2 No.5 4(I)#5 CONTINUOUS REQ'D. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 834 834 390 763 PER STRUCTURAL PLAN 2 No.5 DETAIL'DA' DETAIL'DB' DETAIL DC' DETAIL'DB' &'DC' 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 720 720 366 716 10000 10000 1nIW "p0 2 No.5 /I OR WELDED) WIRE 2 N 4'-4" GRAVITY & UPLIFT SAFE LOADS (PLF) 0.3 9563 10000 24'-0" 22'-8" PRESTRESSED 1 (2) No.3 2 7/16 S rand + 2 No. S 642 642 306 599 LINTELTYPE 1INTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LATERAL SAFE LOADS (PLF) SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID GRAVITY & UPLIFT SAFE LOADS PLF #5(1)U(0)L #5(1)U(1)L -5 #5 (2)U(UL 10000 8"x8" RECESS DOOR HEADER 1ii 1U10)L 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 DETAIL 4DU' DETAIL DV DETAIL 'DU'&'DV' I 8"x8" RECESS DOOR HEADER 1 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 TOTAL CLEAR DOOR LINTEL LINTEL STEEL LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTELTYPE DNTEL STEEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD .ENGTH SPAN SIZE TYPE TOP WIRE/ STEEL PAIN SOLID 7-8" LENGTH SPAN SIZE (2) D4.5 WIRE WIRE/BAR STEEL SOIID SOLID SOLID SOLID LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE BAR BOTTOM LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID BOTTOM PLAIN #5 (1) U 10) L #5(U (I) L #5 (1) U (0) L #5(2) U (1) L 45(1)U(0)L #50)U(1)L BAR DETAIL DA' DETAIL'DB' 4(I)#5 CONTINUOUS REQ'D. BAR #5 III U I L DETAIL'DH'&'DJ' DETAIL'DK' PER STRUCTURAL PLAN DETAIL'DA' DETAIL'DB' DETAIL DC' DETAIL'DB' &'DC' DETAIL DDI 3'-8" 2'-4" 2'-0' PRECAST (2) 04.5 WIRE (2) No.3 1640 1790 5713 10000 10000 10000 1nIW "p0 Vn I /I OR WELDED) 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4' PRECAST (2) 04.5 WIRE (2) No.3 1386 1410 SEE SCHEDULE 1 4'-2' 2'-10" 4'-0' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1 1801 1483 1483 4'-2" 2'-10' 2'-6" PRECAST (2) 04.5 WIRE (2) No.3 1259 1259 F4. 3'-4" 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1413 1668 1668 1376 1376 4'-4" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1 1137 5'-4" 5'-0" PRECAST WIRE 3. STANDARD FOR REINF. STEEL - ASTM A615 12)D4.5 127 N..4 2976 2976 2676 2137 TYPICALLINTEL SECTION 4'-4" 3'-0" 2'-8" PRECAST 12) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST 12f D4.5 WIRE (2) No.3 929 929 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 P51 GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0' PRECAST (2) D4.5 WIRE (2) No.3 1 559 559 LENGTH SPAN SIZE WIRE/BAR BOTTOM BAR SOLID LIDO) SOLID - PER STRUCTURAL PLAN PLAIN 45(l) U (0) L 45 SIO) (OJ L 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 DETAIL'OE DETAIL'DF' DETAIL'DF&DF DETAIL DO' _ BOTTOM IARI 3'-8" 2'4" 2-cr PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE 12) No.4 662 816 816 650 654 7'-8" 6'-4" e -O" PRECAST (2) D4.5 WIRE (2) No.4 498 863 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 78' 4'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510 9'-8" 8'4 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 1 261 393 WIRE 2 N 4'-4" GRAVITY & UPLIFT SAFE LOADS (PLF) 0.3 9563 10000 10000 10000 8"x32" RECESS DOOR HEADER 2'-8" PRECAST (2) D4.5 WIRE 12) No.3 8654 10000 TOTAL CLEAR DOOR LINTELTYPE 1INTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 5'-8" 4'-4" #5(1)U(0)L #5(1)U(1)L -5 #5 (2)U(UL 10000 PRECAST 6'-8" 1ii 1U10)L 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 DETAIL 4DU' DETAIL DV DETAIL 'DU'&'DV' I DETAIL DW' 3'-8" 1 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 4'1' 2'-8" 2'-4" PRECAST 12) D4.5 WIRE (2) No.3 10000 10000 10000 10000 2'-10" 2'6" PRECAST 2 04 5 5174 5-0" NOTES: 4'-4" 0.3 9563 10000 10000 10000 3'-0" 2'-8" PRECAST (2) D4.5 WIRE 12) No.3 8654 10000 10000 10000 4'-8" 4'-8" 3'-4" 3'-0" PRECAST (2) 04.5 WIRE (2) No.3 7102 IOOW 9975 100W 3390 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) N..3 4336 10000 6110 10000 PRECAST 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 TYPICALRECESS DOOR HEADER SECTION 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3810 10000 2929 9691 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2202 5434 1680 5174 5-0" PRECAST (2)D4.5 WIRE (2)No. 4 GRAVITY & UPLIFT SAFE LOADS (PLF) 1763 1 1578 1570 PRECASTCONCRETE 7-8" 6'-4" 8"x16" RECESS DOOR HEADER T PRECAST (2) D4.5 WIRE (2) No. 4 TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000PSI GROUT --77 TOP LEGBARS: (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 2- 2� 45(1)U(0)L #50)U(1)L #f51IT UUILI LL #5127 U11)L 4(I)#5 CONTINUOUS REQ'D. DETAIL DIT DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' PER STRUCTURAL PLAN jl 04- 7/32" STIRRUPS Ai 4'-0'cc -(TIED 3'-8" 2'-4" 2'-0" PRECAST (2)D4.5 WIRE (2J No.3 5713 10000 10000 10000 1nIW "p0 Vn I /I OR WELDED) 'n SOTTO- BARS 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No, 3 4511 10000 9686 10000 SEE SCHEDULE 1 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 2 30 28"PRECAST (2) D4.5 WIRE (2J No.3 3647 9133 7835 8173 F4. 3'-4" X-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE 127 No.3 1819 4139 3839 3839 2. MIN. BEARING REQUIRED AT EA. END -4" 6'-8" 5'-4" 5'-0" PRECAST WIRE 3. STANDARD FOR REINF. STEEL - ASTM A615 12)D4.5 127 N..4 2976 2976 2676 2137 TYPICALLINTEL SECTION 7-8 6-4" 6'-0" PRECAST 121 D4.5 WIRE (2)No. 4 2292 2292 1918 2121 PRECASTCONCRETE 9'-8 8'-4" 8'-0 PRECAST 121 D4,5 WIRE 12) No, 4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 P51 GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) 2• �� TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD Y �(1) 45 CONTINUOUS REQ' D. LENGTH SPAN SIZE WIRE/BAR BOTTOM BAR SOLID LIDO) SOLID MIS' PER STRUCTURAL PLAN PLAIN 45(l) U (0) L 45 SIO) (OJ L #5 12J U p1 -m I M STIRRUPS SED 4'-0"cc #5 I U I L InIW m [TIED [TIED OR WELDED) DETAIL'OE DETAIL'DF' DETAIL'DF&DF DETAIL DO' _ BOTTOM IARI 3'-8" 2'4" 2-cr PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 M SEE SCHEDULE U 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 _ 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 78' 4'-4" 3`0' 2'4" PRECAST 117.4.5 WIRE (2) No.3 2400 4030 3607 3607 NOTES: I. MNIMUM COVERAGE OF STEEL -1.5" 2. MIN. BEARING REQUIRED AT EA. END -4" 4'-8" 3'-4" X-0" PRECAST (2)04.1 WIRE (2)No. 3 1966 3390 3053 3053 3. STANDARD FOR REINF. STEEL - ASTM A615 5'-8" 4'-4" 4'-0" PRECAST 721 D4.5 WIRE 121 No.3 1193 2290 2085 1 2085 TYPICALRECESS DOOR HEADER SECTION 6-8" 5'A" 5-0" PRECAST (2)D4.5 WIRE (2)No. 4 1764 1763 1 1578 1570 PRECASTCONCRETE 7-8" 6'-4" 6-. T PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 1000 1 IOW 1 686 903 A R C H IT E C T S OFDes01ric.n Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 FR IV. & LOT:SINGTON ESERVE (LOT #13) MODEL SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA OCT lXAia D#TE: 0/18/18 C ALE: 1/4"=V-0" SHEET 4EO.F 7 04- FR IV. & LOT:SINGTON ESERVE (LOT #13) MODEL SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA OCT lXAia D#TE: 0/18/18 C ALE: 1/4"=V-0" SHEET 4EO.F 7 2 x 12 (•2 SYP) 7/16' OSB (TYP.) NAIL (3) 12cl 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Rd ON\�ECTOR SCHEDUJE CONTROL DATE: 0I-01-15 CONNECTOR 5'-0' TO SIMPS0N UN.O. 4'-11 1/2' USP AND UP NUMBER OF HEADER 5TUD5 DES. UPLIFT GRAVITY DES. UPLIFT I GRAVITY FASTENER 3 ETA -!6 1459 2 HTA I6-!3 1,99 (l) IDd x I In' -PLY, (6) !bd ?-P! Y, (LSP: (10) I9d X I In' - NO !6d OPTION) (2) META -'b 1965 1399 ! ('-) VITA 6-!3 2900 119) Cd x I In' I -PLY, (USP: (`9)'Cd x I In !!4)'6d ?-PLY (USP: NO !'ad OPTION) F! HETA-!b 19=0 HTA !6 - I5)'Cd x I In' I -FLY, (a)%& 2 -PLY Lap: (!9)'Dd x 1 In', NO !bd OPTION -II HETA-20 13!9 - IF HTA 20 - (91 !9d x 1 In' I -PLY, (6)!&d 2-r Y L5P: (!9) I9d x 1 In', NO !bd OPTION } Ly !2) HETA-20 2935 250'0 II (2) HTA-29 3119 !!91 !0d x I In' I -PLY JSP: (1O) !9d x 1 In' (!?) !6d 2 -PLY (USP: NO !ad OPTION) � 0 II 2159 LUGT-2 13i5 (1) - 1/4" x 21/4' TITEN, 2 PLY (U5P= 5L< (5) 1/4"L3, 'WOOD V&) 1I V) DETAL-39 2490NO CJ3 USP CONVERSION FOR 51MFSON GETAL-20 (I6) -I9d x I In, I PLY a -6 MGT 395 II M'JGT 4999 (V 5/3' N HIGH STRENGTH EPDXY (MiN. !IVEMEED) (22) I9d TO WOOD (USP: (23) I9d TO'AODJ A.T.R.R II r',T-? 10930 II HUGT-2 a 63 (?) 3/4' ATR IN HIGH STRENGTH EPDXY (MiN. 12' EMSED), (!6/ I9d TO WOOD (USP='JYJOD (8) I9d) II 11 HGT-3 ,0539 - 4LGT-3 ?365 (2) 3/4' A.T.R.iN HIGH STRENGTH EPDXY (MIN. 12' EMSED), (!6) I9d TO 'J(YJD (U5F: 'LOOD (9) !Dd) - - - LGT3-5D52.5 3285 LUGT-3 5339 (12) 5D6 1/4'4 In' TO GIRDER, (4) 3/3' x 5' TITEN HD TO L'ALL ('JSP: CGNC. (4) 3/3' X 5"LEDGE EOLT, 'WOOD (12)1525: LTA2 1219 PARALLEL TO WALL 1425 PERPENDICULAR TO LFTA 1553 (19) I9d x 1-1/2' (LIP: (10) I96 x 1 In' 1 71 7171 =11 I vGT 4949 NO L5F CCNVER5IGN FGR 511-IF50N VG -T (I) I/3' A.T.R IN HIGH 5TRENGTH EPDXY (MIN. 12' EM5'cD), (I6) -5D5 1/4'X3' TO'LOOD - - - - r- - - (2) IGT 1155 - - - - NO J5F CONVER61C4 FOR SIMFSON (2) VGT) (2) 5/9' ATR N HGH STRESVGTH EPDXY (MIN. !2' EMEED), (32)-SD5 1/4'X3' / 2 FLY MTS 2 !999 MTJ 2 i.E9v (14)!9d x I In' (-SF: (4)'Od x 1 In', (14) 10d) 1150 L-- HTU :6 6'c9 ('b119d x in, (J5P. 0W Od x I In', CW od) HT5-20 1450 HPI 20 2948 (24) I9d x I In' ('J5P: (24) !0d x 1 In', (20) !0d) - - 41-5-24 1450 HP'J 24 2045 (24)I9d x 1 In' NSP: (24) IOd x I In', (20) !-) A01 925 L5TA 12 919 (!0) !Od 'J5P: (19) I9d 11 F �r LSTA-!3 .• 1235 Amb 1 5TA t51369 (14) I9d USP: (141 !Od ,15T_--!6:: 13'.5 � I MSTA-!9 135 (!4)!Od U3P: (14) Cd V) M5TA-24 :: :640 1ETA-24 1150 (18) I9d U5P: (18) On d M5TA-39 .: 2959 M5TA-30 2140 (22) I9d 'J5F= (22) I9d < 15TA-36 . 2050 META -36 2525 (26)!0d USP: (26) Cd 1- M3TI-3' 3800 KSTI 236 3990 (36) I9d x 1 In' USP: (361 10d x I In' N MSTI-49 5065 U -I KT51 249 4250 (45) IOd x 1 In' U5F: (48) !Cd x I In' 6 959 ■ LFTA 6 ',595 (8) 3d TO PLATES, (9) 8d TO 5PJD5 ('JSP: (!b) 9d x I In-, (!6) 3d) 5F4 385 5PT 4 945 (6) IOd x I In' TO 6TLD6 J5P= (6)'9d x 1 1n' TO 5TUD5 _ _ _ I 7 4 395 _ __ _ IMP 34 419 (4) 3d x I In' TO SEAM, (4) 3d x I In' TO POST. J5P: (4) 8d x I In' TO EEAM, (4) ad x I In' TO FOST. Hsr 2 645 �-_ _ _ 4HGP 2 !9T9 (!2) 10d x 1 In' JSP= (0) I9d x I In' TO TR:55, (10J !0d X I In' TO PLATE HC 340 RT I'aA 2:90 (!8) I9d x 1 VY 'JSF: (9) I9d x III TO TRJ55 (3) I9d X 1 In' TO PLATE VGT (HDJ4 4365 I FHD SA - 353E f!6) -SDS 1/;'x3' TO'LOOD (9)-SD5 II In' W/ THREADED ROD (2) N'UTS/'WAE-Ra PLY J5P: 5/3' ATR MIN. l' E EED 5ET IN HIGH 5TRENGTH EFOXY, (19)'.L5'J '_..OD SCRE'L5 VGT i HDI5 4.40 TDX 05110 7--1 C,I,-SD5 I/4'x3' TO'1OOD, (3)--3/4' STUD EOLT5 'L/ T:iZADED ROD, (2) N'UTS/L'ASHER"FL Y USF: I/3' ATR MIN. I- EI':EED SET IN H!C'H STRENGTH EFCXY. (4) T/3' THRJ-EOLT5 I AEU 4i 2200 - bbb� PAU 44 - ?535 'oll� (U'/9' AT. IN HIGH 5TRENGTH EFOXY, (MIN. I' Ei SEDJ iN CGNC (!?) !bd TO "vOOD - � R P USP: SAM= A5 61MFSON _ _ AEU 66 2399 12000 PAU 66 2535 1365 (1) 5/9' A.T.R. IN HIGH ITIZ-NG-TH EPDXY, (MIN. 1' EMEEDJ IN CONO, (12)1&d TO WOODSAME A5 51MFaON LTTI9 !340 A125_ LT5 i3 1225 (I) 3/4' A.T,R IN HIGH 5TRENGTH EFOXT, (MIN. I- EI-I5ED.) IN CGNC„ (3)!Od TO WOOD LIP: SAME A5 51MFSON � O 1 TT205 :.. 4500 LT5 295 1105 (U In' A.T.R N HIGH 6T,'RENGTH EFOXY, (LN. I- EM5ED.) IN CONO. (0).0d TO WOOD 3/4' ATR MIN I' EYeED 5ET IN H:GH 5TRENGTH EPDXY, (N9)'Od, 60)'9d x 11/2', 2-1/2' :E'J5P: 0 HTT4 4455 HTT45 „455 (1) 3/3' A.T.R. IN HIGH 5TRENGTH EPDXY (MIN. l' EM5ED) iN CONIC, ca) 50-0 X 1 In' (L'5P: l29) !6d X 2 -Ii USP HAS MG-icE NAIL OPTIONS: (20) 10d, (20) I9d x I -In', (20J !6d x 2 In. Q HTT5099 HT145 .439 (I) 5/9' A.TR IN HIGH STRENGTH EFOXY (MII.1 I- EMEEDJ IN GONC, (26) !bd X 2 In' (U5F: (20)%d X 2 -In') j5PkA51CR=NA11_ OPTIONS f�SJ I9d (211. d x I In (29J .od x 2 In' ■\e HHDOII-SDS 25: Ilv! I yA 'JPHD 11 !2999 (1)1' ATR IN HI H r"L--NGTH _P-1, (M `L , M3_DJ N ON -) 5D �' x 2$' .i70D 5Gc 15 1151=2(}4J 153 -0D ICRC-' i) r HDIE1145 A1515 TDX 19 519 (1) 1/9' AE 14 HIGH 5TR-NG H EFOXY, (M.N. I EMB D) IN CONC., (3) 3/4' 5T..D E0_15 TO !OOD 0.15F: (4) I/3' EC_T5) �- 1 "'E' �A 336/1135 3415 5330 NFM35X!2'J 3!'05 1139 5 MF5ON. (I) 3/.' ATR N ., CH ITcENGTH EFOXY. (M N. b. E IIEDMENTI N CMJ TOP, (I) 3/4" ^ T HIGH ST-= I EPDXY (MIN. 6.13' EMSEDI'ENT) IN CM!1 FACE (:'3J'.L�d TO SEAM R IN - - - - - - - - USP. (U V2' J -EG! T'L/ MIVIMJM a: EMEED. (NOT LESa T'H.MI t rRGM EDGE Gr CGNC "J/ 3/-- DIA IPW R=.MSEi=,^c'O' EAP DTN' 3'J'_T SLEEVE ANCHOR GR EQ. 1/ MIV'. o SED D -PTH INSTAL! ED IN THE FA".E. (14) I9d AT JG:$T W2'4569 U` HUE -_412 (LOCO) .o_a (r RJ 3265 (ROOF) HJ3412iF 2530 (FLRI 30'09 3225 (RGG=) (!0116d TO HEADER, (I0) !6d TO 1'OOD U5F: SAME AS 51MFSON AIIC HLG419 (CM'J) 169 - �03� HDi!0 IF - 3115 I99� " T EN 9 FLANGE) TO CMU f!9) I0d TO ROOD: (LS (19) 1/4' x 3'LS3 SC EvS CO) 10d TO WOOD. (!9) I/:' x 2-3/. IT_ ( P_R r P R_" , Q = H'JC219-2 (CMU) 19!9 5955 HD2:0-21F 1`:95 3115 Ca) 1/4' x 2-3/4' TITEN (9 PER FLAN G -E) TO CMU, (I0) I9d TO WOOD: (USP, (I6) I/4' x 5- 53 SGREIS, (191 I9d TO LOOD ,I MJG2!9-3 (CMU) IaO 4999 HC2t.0.3iF 1-5 31 i5 (!6) /4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) I9d TO WCOD: (USP: (18) 1/4' x 3- L53 5CRE55, CO) I9d TO WOOD _ _ I GUMZ6-2-SD5 1430 __ 5595 NO US _NI 5i -FGR SIMP6GN L GJM2'o-2-SDS P _ __ __ _ _ _ _ (4) 3/9' x 4- TITEN HD ANGHOv (2 rER H ANGE) TO CMU, (4)1/4' X 2 In' 5D5 5CIREW5 TO WOOD HIGH STRENGTH EPDXY • 3i1P5QV 'SET EPDXY-TIE'. CONTACT THE ARCHITECT=ENGiNEER OF RECORD ANCHORING 5Y5TEM6. FOR'LRITTEN APPROVAL FRICR TO &LESiIriITiNG FOR SIMILAR EFOXT FRODUCT5 OR USP - CIA ACHESIve ANCHOR EM5EDMENT 15 GREATER THAN I- DEEP. THE VERTICAL CELL IN CML. 'WALL MUST 5E FILLED SOLID .1 GROUT. . I9d COMMON NAILS CAN 5E - 5T. I ATION. rR'-R TO SUE5TIPJTED 11TH 1¢d x I In' NAIL5 IN CONJUNCTION 'LITH A 2- REDUCTION iN THEE ALLOWAELEE E LOAD. WRITTEN APPROVAL FROM TARCHITECT 15 REO'J:RED FOR THI5 AFFLICATION V) :: MINIMUM E aEDI`ENT INTO T'HE TOP OF A EOND5EAM WILL EE 5', M,NIM'JM EMEEC- T INTO T::E FOUNDATION 'WILL EE l' 141 1- O AT,R A.39I ALL THREAD ROD (SIZE, FROTECTICN TYFE, LENGTH, ETC. `/ARIES) z _ __ _ _ _ _ _ _ _ _ __ _ _ _ T ^C G 'UST E_-E5PON51ELE FOR MA JNG 5LRE THAT THE - G E OG- 051ON - OT -G N 5 LIE �c Cr THE WIDE `/ARIETY Or MATERIAL, LOCATION, -AND CONDITIONS THAT MAY A-rECT CCNNECTGIcS, THE CON R.- T R M _ F R ', _ rR P R ISR rR E TIO IS USED. "HEN U51NG 5TANLE55 STEEL CONN'ECTGR5, U5E 5TA,NLESS 6TEEL FA5TENER5. WHEN USING IMAX / HOG G-ALVANt'_ED CONNECTOR5, 'J5E FASTE\ERS GAL`JANI2ED FER A51M-A:53 _ _ _ _ _ _ _ _ M'J5T HAVE LRITT=N A -"GNAW FROM THE AR-ITECT:ENS NEER OF RECORD FRIGR TO USE. - _ �r EXPANSION MICHGRS WILL 5. EVALJATED ON AN INDIVIDUAL 5A610 AND _ rrrt _L CONNECTOR `/ALLIES 5A5ED ON "LOOD CON5TRJ1_TIO4 COIW'ECTORS C-2013' ,'HIGH "JNND-c515TANT CON5TRUCTICW C-IJ_"'9?, ,^_ND A\GHGRiN'G- I FASTENING 5Y5TEM5 FOR CONCRETE . MA5O4ZT CATALOG 5-20!2. 2 x 12 (•2 SYP) 7/16' OSB (TYP.) NAIL (3) 12cl 6'-8' O.C. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Rd UP TO 5'-0' TO 8'-0' UN.O. 4'-11 1/2' l' -Il I/2' AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH 5TUD5 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK VIA" MIN, FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRCS. HEIGHTS 1111111111111 91-4' BRG. LOAD BRG.WALL NON-BRG.WALL A20DGs = _ = = F < I I u ( F �jj� -= - - -�j - _ - v�-_- s - - - - - - (2)META-I6 Dm3G - y I Ih III[ If II II - IE- CO3D CJ5 � cJSA I LBW W/ 2X4 �F If I u _ �Q g 12' O.C. CO21D CJ3 = II II II II If II CJ3/- I I y�A r CS CJI I' IIIKI-I a J1�III - Il�lr _I - ■ C00 II II II II 1 CJ5 F02 Lu _ I II I II CJ3 U U U r3 n -r3 ri U U C� = I. .: <fi} I I I I I I I I I a l` ' / ROOF FRAMING PLAN SCALE: 1/4 = P-0' ELEVATION 'D' CJ2 HUC-410 - � HUC-410__ _ GJI � y"s U HUC-410 HUC-410 A R C H IT E C T S Design Grou Inc. LFAX:407-774-4078 ONALD REAGA B N LVD. WOOD, FL 32750 : 407-774-6078 bdesigngroup.comA #:0003325 r r r r r r r r r r r r r r r r r r r r m r I Ir CJI -Ir - -II- - -u - - Ir - -II F! I =J II ■, CJ3 -II -II - - IF -Ir -II 1 II II II II II II II II ■ II II II II II 11 II CJ3 II II II II I r II u u II II II II II II If If II 11 11 l _ IF - - CJ5 Amps - - FF1 - - - _ - - - - - _- (2) META -16 (2) META -16 - - V - - - - �IIIIIIIII� 1 71 7171 =11 I Amir Amo - - - - r- - - - - - - - - - - - -� - (2) 2x8 HDR W/ (2) JACK 4 - II (2) FULL STUDS 4 PBL STUD - - - - I 1 - - - - - - - - - - - - - L-- -LBW - -J - --�-- 1 Amb - _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - A01 F- 1 11 F �r Amb � I Alo Alm _ _T U -I ----------- 7T Alm ■ - _ _ _ _ _7 I IF- IT I ■ Alm _ _ _ _ _ I 7 _ _ _ _ 7 _ __ _ _ All �-_ _ _ _ LF _ _ 7-- All_��_ - I 1 _ _ _ _ _■ All T_77=� 7--1 _ � I 1 F All F r _ _ _ __ = I � �-r-- A125_ - H AmbIF A14155 ■\e I yA I �- �1�� LBW W/ 2X4 9 12' O.C. r A1515 _ _ _ _ _ _ - _ - f xIC I TATTIC ACCESS �- 1 I r� _ _ �_ A16C r = _ - 1= - - - - - - - - - = n (2) I %' X 7Ya' 2.0E LVL HDR TO (2) JACK 4 (2) KING STUDS ° AIIC T-- AISC = _ _ -Q- _ _ _ - _ = TRU55 TO H R LU7/ () MTS -12. a R ,I - - - - r F Al JC Q- FL _ I I I c -Y - F (2) META -16 A20DGs = _ = = F < I I u ( F �jj� -= - - -�j - _ - v�-_- s - - - - - - (2)META-I6 Dm3G - y I Ih III[ If II II - IE- CO3D CJ5 � cJSA I LBW W/ 2X4 �F If I u _ �Q g 12' O.C. CO21D CJ3 = II II II II If II CJ3/- I I y�A r CS CJI I' IIIKI-I a J1�III - Il�lr _I - ■ C00 II II II II 1 CJ5 F02 Lu _ I II I II CJ3 U U U r3 n -r3 ri U U C� = I. .: <fi} I I I I I I I I I a l` ' / ROOF FRAMING PLAN SCALE: 1/4 = P-0' ELEVATION 'D' CJ2 HUC-410 - � HUC-410__ _ GJI � y"s U HUC-410 HUC-410 A R C H IT E C T S Design Grou Inc. LFAX:407-774-4078 ONALD REAGA B N LVD. WOOD, FL 32750 : 407-774-6078 bdesigngroup.comA #:0003325 r �IIIIIIIII� ��m��v■v�om SUHDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA OCT1 22018 I?(#TE: 10/18/183 #C ALE: 1/4"=1`-O" ISHEET 5�F7 R-38 INSUL. MIN. TEXTURED CEMENTIOUS COATING PER (ASTM C92 /v )TYP,) SEE FOUNDATION PLAN FOR FOOTINGS �G. TRUSSES SER FRAMING NOTES PRE - ENG. O 5LK WALL 4MING NOTES PRE -ENG. O (2) 2x12 BEAM 4MING NOTES UJ/ MTL. DGE � 9'-4' 5RG. HT. UJ/ 8' HEEL m ENTRY �, 9'-4' 5RG. HT, ARCH CH SPRING POINT 0'-0' FIN. FLR w Q E 6 {� ' PRECAST LINTEL SEE a° LINTEL PLAN FOR 51ZE 8° - — _ C (1) USP RT3A AT TOP AND 50TTOM OF INSIDE STUD TYP. AS SHOWN. v � m m - - _l = ULL - p SECURE 2x TO LINTEL W1 (3) �'x8" ANCHOR BOLT W1 2" WASHER SET IN 5IMP50N HIGH STRENGTH EPDXY 6" EMBED. MIN. NOTE: (1) ANCHOR BOLT LOCATED 8" FROM SIDE AND (1) NEAR MID CENTER ,,—ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED TYP. /-- SECURE 2x TO 5LK W1 (5) z"x8" ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (o" EMBED. MIN. NOTE: (1) ANCHOR BOLT LOCATED (o" FROM TOP AND 50TTOM AND SPACED AS SHOWN .,-2x BLOCKING BETWEEN ANCHOR BOLTS AS SHOWN, ATTACH W1 ((o) I(od NAILS MIN, SECURE 2x TO SLAB W1 (1) 21"x8" ANCHOR BOLT W1 2" WASHER SET IN SIMPSON HIGH STRENGTH EPDXY (o" EMBED. MIN. P.T. 2x BOTTOM PLATE IN CONTACT WITH SLAB TYP, NOTE: ALL LUMBER SHALL BE SYP *12 U.NO. FRAME WALL TO CMU WALL ATTACHMENT AT ENTRY DOOR SCALE: N.T.S. A R C H I T E C T S Design Gio U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www. a bdes igngro u p, co m AA #: 0003325 SLTBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: ENTRY FRAMING DETAIL ARCHrrECT: STATE OF FLORIDA OCT DATE: 10 s ALE: 1/4"=1'-0" SHEET 6 or 7 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SEASIDE DEFINITION LOAD INFORMATION VA 2539 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 7,617 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 TTFE) SUBTOTAL OF GENERAL LOAD 48,863 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 38,863 VA x (4) 15,545 TOTAL NET GENERAL LOAD 25,545 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 rrFv AIIfIINII VlY 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 EXTERIOR NET GENERAL LOAD 25,545 NET TOTAL HEAT 10,450 TOTAL LOADI 35,995 CALCULATED LOAD FOR SERVICE 35,995 VA / 240 V= 149.98 200 AMP SERVICE 3-t9T OF£RATION TRANSFORMER EiANK: 5OkVA VOLTAGE: 16 20/132 00- 2 40/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER SERVICE EY OTHERS (3) 01 THHN/THUN COPPER CONDUCTORS, (1) " 6 THHN/THU.N COPPER GROUND IN 2" CONDUIT. v NEMA 3R 200 AMP G 120/240 OME50 VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX — GRADE LINE 200 4Mf= ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICAEsLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. INTERSYSTEM 5ONDING TERMINAL AT LOUT VOLTAGE CONNECTIONS PROVIDE 04 THHN/THUN 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. CA5LE / TV WEATHER PROOF E30X METER, VERIFY LOG. ELECTRICAL PLAN SCALE:: 1/4 = I'-0' ELEVATION 'D' - DEC). 20 AMP OUTLET FOR M. WAVE VENT. MWAVE TO EXT. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLETEQJIFFM UV CRCWD FAILT NrERUPTER GRIPER n5l8TsWT TlFW 110V FLOOR EMIFFED V GRMND FAL ® OUTLET N TER1PMR (TAffER RESISTA(T TTFE) 110VSWITCHED Ea'PFWUYGRMNDFAIT N(ERPTER(TCNPER RESISTANT OUTLET TYK) 110V GFI EQUIPPED UV CAaW FAIT WER TER (TAMPER RESISTANT OUTLET rrFv AIIfIINII VlY 220V OUTLET 4 We COMECTIG4 EXTERIOR WATERPROOF OUTLET SWITCH SWITCH 3-t9T OF£RATION 4 SWITCH 4-U4r OFEtATION p DIMMER SWITCH Q WALL MOUNTED LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECE65ED CAN O VAPOR PROOF RECESSED CAN e VENT FAN k( VENT FAN W/ IAC LIGHT 24' LIGHT STRIP 48' LIGHT STRIP R401REWENT WAP ARMAD 24' FLUORESCENT 48' FLUORESCENT ® PANEL STRUCTURED WIRE PANEL OWN METER SMOKE Barr -BACK -W UV HACUn DETECTOR NtER<as'ECrED ® CARBON MONOXIDE BATT. BAQC-LA' uv wj;v IRE DETECTOR NIERC�CTED ® SMOKE / CARBCN DAM BAa4WWRARMSE MONOXIDE DETECTOR COMBO NTEFlxt+aCTD PENDANT LIGHT Y TELEPHONE JACK 4 GAS OUTLET O CEILING FAN / CEILM Box RE( lFW To BE DPPCRrED N ACCOWANCE V LIGHT Box MOW As VX44 FOR NSFECTIQ CEILM BOX REWIFED To BE O J -BOX UPFCRTED N ACCOFDAYE U4 BOX MAMW AS °VXH FOR NWECV0N O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COND. DISCONNECT TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE A R C H I T E C T S ru Design �Inc. I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAXA07.774-4078 0 V CD E 0 C cc FBDIV. & LOT: NSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA OCT 12098 DA/": 10•/18/18 S)C/ALE: 1/4"=l' -O" F3EET 7 OF 7 SHINGLES OR TILE (PER COMMUNITY 5PEC5) REFER TO DETAIL 1/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 R905 OF THE FBCR, RE -ENGINEERED I, I 6TH EDITION (2011) GABLE ROOF TR8USS � ❑ p0 NOT EXCEED a 11p0 NOT EXCEED � CMU BLOCK 8 CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES DRYWALL WINDOW/DOOR JAMB AT FIRST (2) BAYS 5. I' Si 'DRYWALL METHOD PER 'NAILING SCHEDULE' N. (4'-O' O.C, a SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLKIING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGEy FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG FASTENER SCHEDULE FOR ATTACHMENT 4 2x6 5U5-5AND— DOOR CASING SCHEDULE TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW i' TEXTURE[) CEMENTITIOU5 COATING MIN. OVER 4'-10' NIGH MEMBER w/ l2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING 51 (ATTACHED TO BLOCKING $ (AS PER TRUS5 ENGINEERING) EACH END and a IS' O.C. MAX P.T. 1x4 or 4 x4 MIN: (PER ASTM 0926) OVER PAPERBACK j PER MFRS SPECIFICATIONS PER MFR'S SPECIFICATIONS) EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/Y' x 9' SECURE TNRU FRAME INTO BLOCK w/ 2 -LAYER WATER RE615TANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (1)1&' TAPCON (MIN. EMBEDMENT 1 4) 51MP50N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%" Or +%") WINDOW TO BLOCK (+3") 8' FROM EACH ENE) and a IS' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6' MIN. EMBEDMENT a 32' O.C.MAX) or DRIVE PIN, 8' FROM EACH END and METHOD PER 'NAILING SCHEDULE'�R ^^. ^^ ^^ DOOR JAMB TO BLOCK (+% or +%) DOOR JAMB TO BLOCK (+3) 18' O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE 4A SALE;,,, 4E SCALE: I'=I'-0' w/ 12d NAILS 8' O.G. MAX ) MIN. SHANK SIZE .145 E MIN. HEAD SIZE .300 47 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4 TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED MID -POINT OF TRUSS SPAN NOTE: NOTE: 21' TEXTURED CEMENTITIOUS - or 10'-0' O.C. MAX SHIM AS NEEDED SHIM A5 NEEDED P.T. 2x4: COATING MIN. (PER ASTM = ATT OR BLOWN -IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (I) 3' TAPCON C92(o) OVER CM'S— (R -VALUE PER ENERGY CALC5J ❑ DO NOT EXCEED ' ❑ po NOT EXCEED a' (MIN. EMBEDMENT 1 4) 6' FROM EACH 8' GYPSUM BOARD OR HIGH STRENGTH 8' CMU BLOCK END and a IS' O.C. MAX I, 8' CMU BLOCK DRYWALL or CEILING BOARD DRYWALL (1) DRIVE PIN, 8' FROM EACH END and P.T. 2x BLOCK WALL SECTION — GABLE ROOF ONC. FILLED U -BLOCK w/ (U'5 (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. Ix4 or h4' MIN. 1x4 or Ix2 P.T. NAILER a IS' O.C. MAX 1 SINGLE STORY SCALE: 3/4':1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENTDOOR CA51NG (SEE WINDOW/DOOR JAMB BLOCKING r' OSB (4' WIDE MIN.) MIN. SHANK 51ZE .145 FASTENER SCHEDULE FOR ATTACHMENV- 00 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL [)OOR CASING MIN. HEAD SIZE I SHINGLES OR TILE (PER COMMUNITY 5PEC5) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 5' FROM OOR JAMB / WINDOW MIN. EMBEDMENT a' PER MFR'5 5PECIFICATION5EACH ENE) and a IS' O.C. MAX (ATTACHED TO BLOCKING OVER 130 FELT PAPER (OR APPROVED EQUAL) PER MFR'5 SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR,1 NOTE: SECURE TO BLOCK w/ (2) ry' TAPCON5 6TH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1419 S' FROM EACH / DOOR JAMB TO BLOCK (+1 %") THROUGH NON-5TRUCTURAL MEMBER (Ix or 1' OSB) ENE) and a 18' D.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 48 w/' TAPCON MIN. I a' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE' SCALE: I''I' �' (2) DRIVE PIN5, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS a IS' O.C. MAX EMBEDDED STRAP WINDOW TO BLOCK (+3 l6") MIN. SHANK SIZE .145 ATT OR BLOWN -IN INSULATION (PER PLAN (MIN. HEAD 51ZE.300 R -VALUE PER ENERGY CALCS) NOTE: DOOR JAMB TO BLOCK (+3 is") MIN. EMBEDMENT SHIM AS NEEDED 4F SCALE: I'=I'-0' DG I TO PLUMB JAMB. METAL DRIP E k $' GYPSUM BOARD OR HIGH DO NOT EXCEED a' 2x6 ---- SUB -BAND — STRENGTH CEILING BOARD P.T. 2x8: 8' CMU BLOCK F1SECURE TO BLOCK w/ (2) �'TAPCON5 VENTED '. OHC. FILLED U -BLOCK w/' DRYWALL NOTE; (MIN. EMBEDMENT I') 8' FROM EACH ALUMINUM SOFFIT (1) 15 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED END and a 18' O.C. MAX ER PLAN, (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT; 6' OSB (4' WIDE MIN.) (2) DRIVE PINS, 8' FROM EACH ENE) and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING F1DONOT EXCEED' IS' ATTACHMENT PER MFR PER PLAN) DOOR JAMB /WINDOW a O.C. MAX SPE CIFICATION (ATTACHED TO BLOCKING 8 CMU BLOCK MIN. SHANK 51ZE .145 n PER MFR'5 SPECIFICATIONS MIN. EMBEDMENT 1 �' DRYWALL MIN. NEA[) SIZE .300 Y NOTE: P.T. 1x4 or a'x4' MIN. 1x4 or 1x2 P.T. NAILER 41i pf I STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION T FASTENER SCHEDULE FOR ATTACHMENT) THROUGH NON-STRUCTURAL MEMBER Ox or F OSB) DOOR CASING P.T. (2) 2x4: BE PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) w/ �' TAPCON MIN. I I' EMBEDMENT INTO BLOCK SECURE 2nd 2x TO STRUCTURAL 6 a MEMBER w/ (2) 12d NAILS 8' FROM DOR JAMB / WINDOW SECURE TO BLOCK w/ (1)4 TAPCON PLACE SILL (PER BL[) 21' GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4) S' FROM EACH ' TEXTURED CEMENTITIOUSIJ �5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1%6') PER MFR'S SPECIFICATIONS) ENE) and 0 IS' O.C. MAX COATING MIN. (PER A5TM - CONC. POURED CELL or C926) OVER CM'S— (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%s') STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (U DRIVE PIN, S' FROM EACH END and S' CM - a 18 O.C. MAX ' P.T. FURRING STRIPS a 16' O.C. 4C SCALE, r:r-O' THROUGH NON-STRUCTURAL MEMBER (Ix or �1, OSB) MIN. SHANK SIZE .145 _( w/ a' TAPCON MIN. 1' EMBEDMENT INTO BLOCK MIN. HEAP SIZE 300 rOD BASE MIN. EMBEDMENT I a' =LNOTE' WINDOW TO BLOCK (+3 7 " ° SHIM A5 NEEDED ` 6 ) TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 l6") P.T. (2) 2x6: ONCRETE SLAB DO NOT EXCEED' 4G SCALE: r:r-0' SECURE TO BLOCK w/ (2) a' TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4) 8' FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and a 18' O.C. MAX XTERIOR WALL FOOTING 2' DRYWALL UPLIFT UP TO 1,115 Ib or (SEE FOUNDATION PLAN FOR 51ZE P.T. 2x 1x4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH ENE) and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLKINCs .) SIMP50N NT520 Wl ll0) 10d NAILS TO TRUSS 4 P.T. Ix l4' WIDE MINa IS' O.C. MAX 2 SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) aI. X2 4I. TAPCON5 INTO BOND BEAM RE -ENGINEERED MIN. SHANK 51ZE .145 DOOR JAMB / WINDOW DOOR CA51NG (or EQUIVALENT INSTALLED PER MFR'5 5PE05 TRU55 MIN. HEAD 51ZE .300 (ATTACHED TO BLOCKINGONTINUOU5 BOND MIN. EMBEDMENT 1 4 BATT INSULATION ADHERED TO CEILING g' GYPSUM BOARD OR 21' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM (2) SIMPSON HT520 EACH SIDE OF TRU55 w/ BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE:(l0)10d NAILS TO TRUSS 4 (4)'X2' TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUT5I1DE 4 SECURED INTO BOND BEAM THROUGH NON-STRUCTURAL MEMBER (Ix or 055) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) a' TAPCON5 / 3i (MIN. EMBEDMENT 1 4) 8' FROM EACH . w TA � 4 11' EMBEDMENT INTO BLOCK C and @ IV O. D ..MAX I— — TAPCON5 MIN. or OPENING 22'x 30' MIN. I �co[) CASING AT SIDE WINDOW TO BLOCK (+2 Y4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS r APART a IV D.G. MAX NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %) TRUSS ANCHOR RETRO—FIT MIN. SHANK 51ZE .145 3 SCALE: NT.s. SHALL COMPLY WITH MIN 30' HEADROOM WOOD CA51NG 4 GYP. PER 8801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D SCALE: 1'4-0;MIN. HEAD SIZE .300 S scALE: Nr.s. MIN. EMBEDMENT I a' A R C H IT E C T S 4GDesignGrou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroupx AA #: 0003325 SUBDIV. 8a LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA OCT 1Z018 D.��E?\10/18/18 SIF ALE: 0/4"=l'—O" SHEET NAILING SCHEDULE SIZE HEAP LENGTH DIAMETER TENSILE STRENGTH SHANKI Ir BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL _ a ° d� ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE ,—. D.C. MAX ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE ROOF DIAPHRAGM -ASPHALT SHINGLE ROUND, MODIFIED OR T 2 %a' .131 2x L5W (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED %' 0.5$. or /2' CDX PLYWOOD - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL PER INCH) - ¢LOCATION PER PLAN) ROOF TRUSS ROOF TRU55 EDGES AND ad RING SHANK GUN NAILS a V O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. a --- AlT==V1b QCAolkli_ IilAI I r.�., M, ECURE 2x TO CMU w/ (3)Y' x 9' 2x4 BLOCKING AT ALL PANEL JOINT5 WITHIN 4'-0' OF GABLE END. ANCHOR BOLT w/ 2' WASHER SET --DOUBLE TOP IN 51MPSON OR USP HIGH PLATE TO STUD OUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL STRENGTH EPDXY (6' MIN. i w/ 5IMP50N 5P4 (USP 5PT4) w/ SIMPSON 5P4 (USP 5PT4) a EMBEDMENT) c e 32' O.C. MAX ! a 32' D.C. MAX %s' CDX EXTERIOR PLYWOOD or 1''32' APA -RATED 0.5,5. (AS PER MANUFACTURER'S -- _- 2x 5TUD5 a 16' O.C. MAX 2x STUDS a 1(o' O.C. MAX INSTALLATION SPECIFICATIONS) - 86 RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLE55 NOTED OTHERWISE UNLE55 NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS e 6' O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL. W _ LOCATED 6' FROM TOP AND i 2x CONTINUOUS 6TRE652x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a4' O.C. EDGEWISE. TOP CHORD BLOCKING e 4' BOTTOM 4 (I) NEAR MID -CENTER ; BLOCKING a MID -WALL BLOCKING is MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING+A SPACES e EACH EN W EXTERIOR WALL SHEATHING PRE-ENGINEERED TRU55Tlt �6 D.5.B. or y' PLYWOOD or Y6' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS e 4' O.C. a or RAFTER I. GYPSUM WALL BOARD' GYPSUM WALL BOARD PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 8d RING ROOF SHEATHIN U "5 REBAR VERTICALLY IN SHANK GUN NAILS a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. - CONC. POURED CELL ECURE BOTTOM PLATE TO SLAB w/ (LOCATION PER PLAN) Y' x 9' ANCHOR BOLT w/ 2' WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM _o SET IN 51MP80N HIGH STRENGTH ANY MANUFACTURER EPDXY (OR EQUIVALENT) 6' Q ECURE BOTTOM PLATE TO EMBEDMENT MIN. is 32' O.C. MAX NAIL REQUIREMENTS 1 m tr ONCRETE SLAB SLAB w/ (1) IOd CUT NAIL e TUD TO BOTTOM PLATE w/ -(SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMP50N 5P4 (USP SPT4) o 32' .... - .._ ^^• •, •" •--� --, ,�-- "" „� •-� u� I Llvvl\ l-�GHRII VIS WH" rvv i nvu 8d RING SHANK GUN NAILS 0 4' O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE rcP a BorroM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT . � � SCALE:3/4'=I'-ID' 4A SCALE:3/4'=1'-ID' 415 SCALE:3/4'=I'-ID' zW u n C ad RING SHANK GUN NAILS a 6' O.C. IN FIELD Io PRE-ENGINEERED PRE-ENGINEERED ROOF TRU56 ROOF TRUSS Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE �r ca =3 SECURE TOP PLATES m/ 16d COMMON NAILS a 4' O.C. u 2-ROW5, STAGGERED z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING zw Z o (0.5.15. TO BE STRUCTURAL GRADE) TOP PLATE IDOUBLE TOP PLATE TO STUD w/ 6IMP50N 6P4 (U5P 5PT4) a z 2x WOOD or METAL STUDS a 32' O.C. MAX N ° & a 24' O.C. MAX 2x CONTINUOUS 5TRE55 ad RING SHANK GUN NAILS a 12' (NOT LOAD BEARING) BLOCKING aMID-WALL z O.C. IN FIELD r z W Z ul or N UNLESpNOTED OTHERUIISE u q 8d x 3' SCREW SHANK 5ALL1571C NOTE; ! ST FLOOR STUDS TO 2ND FLOOR STUDS Z m m o ELECTRO GALVANIZED STRIP n DO NOT SPLICE TOP PLATES WITHIN &'-0' SECURED w/ 51MP50N OR USP M5TA36 N o NAILS a 12'O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL T4G SUBFLOOR (ATTACHMENT , SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') T4G 5U5FLOOR (ATTACHMENT METHOD PER AILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THI5 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS REENGINEERED FLOOR TRU55 x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5UB-FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXP05ED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a 16' D.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4':I' -O' OUBLE TOP PLATE UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD �' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS RE -ENGINEERED GABLE TRUSS BLOCKING a MID -WALL BLOCKING a MID -WALL NOTE: DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS2. x 9' ANCHOR BOLT w/ 2' WASHER 2x 5TUD5 a IC ' O.C. MAX SET IN 6IMP60N HIGH STRENGTH DIAGONAL BRACE TO BE a ANY SPAN 15'-O' OR (4'-0' O.C. e SHEATHING SEAMS) UNLE55 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 SYP 12 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) x712d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) IOd CUT NAIL a TUD TO BOTTOM PLATE w/ O' -O' - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX SIMP50N SP4 (USP SPT4) a 32' r 30'-1' - 60'-0' USE (3) X -BRACE A ° .. . ° }F (U X -BRACE e CENTER 4 (2) BRACES a O.C. MAX DIVIDED EQUALLY FROM CENTER TD ENp ONCRETE SLAB ONCRETE SLAB r nNTERIOR SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ILLND REINFORCEMENT) AND IREINFORCEMENT) 5TIFF5ACK AT ALL UPRIGHTS BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (AS PER TRJ55 ENGINEERING PLASTIC OR METAL � AND REINFORCEMENT) AND REINFORCEMENT) C WEEP SCREE— — i — — . - TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION I'yyyyyyy SAME X -BRACING REQUIREMENTS) 7B _ 5A SCALE: 3/4'=r -ID' SB SCALE: 3/4'4 -ID' WA2 ONT.2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS GABLE X—BRACING ( INSTALLED e MID -POINT OF TRUSS SPAN I SCALE: 3/4'=1' -ID' or 10'-O' O.C. MAX A R C H I T E C T S Design YO U iflnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 V coO E O C cu SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 9 D#E:\10/18/18 SALE: 1/4"=1'—O" SHEET D2 SIZE HEAP LENGTH DIAMETER TENSILE STRENGTH SHANKI Ir BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL aQ . a . ° a AND REINFORCEMENT) ` .- —INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE a ° d� ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE ,—. D.C. MAX ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE ad ROUND, MODIFIED OR T 2 %a' .131 110,000 RING (16-20 RINGS PER INCH) BRACING FOR GABLE END FRAMING °a AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) a NTEF! OR RPAPINr IIIA! 1 rnnTlNr. AlT==V1b QCAolkli_ IilAI I r.�., M, .... - .._ ^^• •, •" •--� --, ,�-- "" „� •-� u� I Llvvl\ l-�GHRII VIS WH" rvv i nvu 8d RING SHANK GUN NAILS 0 4' O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE rcP a BorroM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT . � � SCALE:3/4'=I'-ID' 4A SCALE:3/4'=1'-ID' 415 SCALE:3/4'=I'-ID' zW u n C ad RING SHANK GUN NAILS a 6' O.C. IN FIELD Io PRE-ENGINEERED PRE-ENGINEERED ROOF TRU56 ROOF TRUSS Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE �r ca =3 SECURE TOP PLATES m/ 16d COMMON NAILS a 4' O.C. u 2-ROW5, STAGGERED z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING zw Z o (0.5.15. TO BE STRUCTURAL GRADE) TOP PLATE IDOUBLE TOP PLATE TO STUD w/ 6IMP50N 6P4 (U5P 5PT4) a z 2x WOOD or METAL STUDS a 32' O.C. MAX N ° & a 24' O.C. MAX 2x CONTINUOUS 5TRE55 ad RING SHANK GUN NAILS a 12' (NOT LOAD BEARING) BLOCKING aMID-WALL z O.C. IN FIELD r z W Z ul or N UNLESpNOTED OTHERUIISE u q 8d x 3' SCREW SHANK 5ALL1571C NOTE; ! ST FLOOR STUDS TO 2ND FLOOR STUDS Z m m o ELECTRO GALVANIZED STRIP n DO NOT SPLICE TOP PLATES WITHIN &'-0' SECURED w/ 51MP50N OR USP M5TA36 N o NAILS a 12'O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL T4G SUBFLOOR (ATTACHMENT , SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') T4G 5U5FLOOR (ATTACHMENT METHOD PER AILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THI5 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS REENGINEERED FLOOR TRU55 x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5UB-FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXP05ED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a 16' D.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4':I' -O' OUBLE TOP PLATE UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD �' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS RE -ENGINEERED GABLE TRUSS BLOCKING a MID -WALL BLOCKING a MID -WALL NOTE: DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS2. x 9' ANCHOR BOLT w/ 2' WASHER 2x 5TUD5 a IC ' O.C. MAX SET IN 6IMP60N HIGH STRENGTH DIAGONAL BRACE TO BE a ANY SPAN 15'-O' OR (4'-0' O.C. e SHEATHING SEAMS) UNLE55 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 SYP 12 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) x712d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1) IOd CUT NAIL a TUD TO BOTTOM PLATE w/ O' -O' - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX SIMP50N SP4 (USP SPT4) a 32' r 30'-1' - 60'-0' USE (3) X -BRACE A ° .. . ° }F (U X -BRACE e CENTER 4 (2) BRACES a O.C. MAX DIVIDED EQUALLY FROM CENTER TD ENp ONCRETE SLAB ONCRETE SLAB r nNTERIOR SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ILLND REINFORCEMENT) AND IREINFORCEMENT) 5TIFF5ACK AT ALL UPRIGHTS BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (AS PER TRJ55 ENGINEERING PLASTIC OR METAL � AND REINFORCEMENT) AND REINFORCEMENT) C WEEP SCREE— — i — — . - TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION I'yyyyyyy SAME X -BRACING REQUIREMENTS) 7B _ 5A SCALE: 3/4'=r -ID' SB SCALE: 3/4'4 -ID' WA2 ONT.2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS GABLE X—BRACING ( INSTALLED e MID -POINT OF TRUSS SPAN I SCALE: 3/4'=1' -ID' or 10'-O' O.C. MAX A R C H I T E C T S Design YO U iflnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 V coO E O C cu SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 9 D#E:\10/18/18 SALE: 1/4"=1'—O" SHEET D2 2x RIDGE ONE SIZE LARGER THAN `PRE-ENGINEERED TRUSS ( RAFTER SIZE w/ MIN. (3) 12d NAILS / \ or MIN. (4) 10d GUN NAIL Ix6 COLLAR TIE a EVERY OTHER V m RAFTER w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAIL t a GYPSUM BOARD OR IMP50N VTCR or USP VTT iii1i'i'i �' HIGH STRENGTH CEILING I( SPACING (I) � EACH END �� 2x RAFTER ° BOARD TOP PLATE AND 6'-0' O.C. MAX Ix8 NAILER SECURED TO TRUSSES BELOW w/ (2) 12d NAILS or (3)10d GUN NAILS EACH TRUS' GYPSUM WALL BOARD 2x WOODS STUDS -a 24' O.C. RAFTER TO TRUSS w/ SIMPSON X (SIZE PER PLAN) o� MT512 or USP MTW12 ALTERNATE CONNECTION \ i (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES li J PENETRATION w/ 6IMP60N or USP M6TA24 o i SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3)124 NAILS Q EACH END. / 4 SCALE: 3/4'=r RE -ENGINEERED ROOF TRUSSES SECURELAB B dTTOM PLATE MASONRY TO OOP DECKING OVER PRE-ENGINEERED ROOF TRUSSES � NAILS � 32' O.C. MAX CAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE ENE) w/ F --CONCRETE SLAB (Di�il SCALE: 3/4'=1'-0' (2) 12d e EACH UPRIGHT 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED 6' - 6' O.C. MAX SIZE AND REINFORCEMENT) ATER RESISTANT BACKERBOARD ° (DENSHIELD) 2x4 RAFTER -@ 24' O.C. r 2' DENSHIELD (SEAT DECK MUST E SLOPED I/2' MIN. TO PAN) 6IMP50N L30 or USP A3 TERIOR NON—BEARING WALP.T. 2x STUD BLOCKING (EACH ENp 7Aor a' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF STUDS SCALE: 3/4'=l EMBRANE TO BE SITE APPLIED, MEMBRANE MUST VERLAP SHOWER PAN LIP. WATER PROOF MEMBRANE MUST GO UP OR OUT AT 1 PRE-ENGINEERED TRUSS EAST 4 INCHES) 2x4 BLOCKING Q EACH RAFTER AULK BEAD BETWEEN DENSHIELD P.T. 2x4 STUDS ND F15ERGL A55 PAN APPLIED 2x4 FRAMING (TYPICAL) 16' O.C. MAX RIOR 70 MEMBRANE I/AR�E5 FER FLANSTALLATION 51MP50N H2.5A or USP RT7A 8' GYPSUM BOARD OR HOWER PAN 9 EACH RAFTER TAIL CONNECTIO' NIGH STRENGTH CEILING IBERGLASS OR CERAMIC) 51MP50N L30 or USP A3 CARD 9 TOP OF EACH RAFTER CONNECTIO 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24' O.C. MAX) 2 5CALE:3/4'-1'-0' 5 SCALE: 3/4'=I'-0' ' GYPSUM WALL BOARD 3 %a' METAL STUDS (25 GAUGE) 1@ 24' O.0 w/ FULL LENGTH LAYER OF A RECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, ECURE 2x TO CMU w/ (2) �6' x 3' TAPCONS ATTACHED TO EACH SIDE 12' O.C. Z// --WITHIN a' OF EACH END AND eIV O.C. MAX ECURE 2 4 FLAT TO 3 %a' BOTTOM CHANNEL (25 0 o_ z 0 0 (MI MIN. WITHIN a'' OF A ROCK OCK w/ CUT NAILS zl ibf DRIVE PIN N. SHANK SIZE .145 NAIL w/ WASHER @ 32' O.C. MAX. EMBEDMENT OP I %') I ROUGH OFENWG (UP TO V-0') (TYPE A PER END AND eIV O.C. MAx < o ONCRETE SLAB RE PLA _ (SEE FOUNDATION PLAN FOR WALL SHEATHING o Z SIZE AND REINFORCEMENT) ND ATTACHMENT METHOD i n o 'NAILING SCHEDULE'), �k ECURE 2x6 MIN. TO BLOCK w/ 2xa STUD BLOCK (2)Y' x 9' ANCHOR BOLTS w/ 2' EACH A ROCK OCK w/ CUT NAILS GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY ibf DRIVE PIN N. SHANK SIZE .145 NAIL w/ WASHER @ 32' O.C. MAX. EMBEDMENT OP I %') END AND eIV O.C. MAx o ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING o Z SIZE AND REINFORCEMENT) ND ATTACHMENT METHOD i n o 'NAILING SCHEDULE'), �k ECURE 2x6 MIN. TO BLOCK w/ 2xa STUD BLOCK (2)Y' x 9' ANCHOR BOLTS w/ 2' NOTE: WASHER SET IN 5IMP50N or USP B STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. (MIN. 6' EMBEDMENT) INTERIOR NON—BEARING WALL ry B 0 o r METAL STUDS SCALE: 3/4'=I'-0' ECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2'' TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN GONG, POURED CAST OR POURED IN WASHER SET IN 5IMP60N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) CE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C926) OVER CM ' CMU BLOCK EMBEDMENT EATHER STRIP MOLDING AROUND DOOR 8' CM'Et '' PER MANUFACTURER'S SPECIFICATIONS) I F=L 2x6 P.T. WOOD STUD SECURED TO FILLED C CELL w/ (3)y' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP60N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. 5UCK5 STRENGTH EPDXY (MIN. (o' EMBEDMENT) PER MANUFACTURER'S 5PECIFICATION5 V Mw. SLIDE VERHEAD GARAGE p00R (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER 3 SCALE: 3/4'=I'-0' A SCALE: 3/4'=I'-0' SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S /rDesign .. I 1441 N. RONALD REAGAN BLVD LON G W 00 D, FL 32750 PH: 407.774-6078 FAX:407-774-4078 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT.#: R2065.013/00001 PAGE: SECTIONS/ DETAILS ARCHrrECT, STATE OF FLORIDA OCT 1 9 20188 D-4'IE: 10/16/16 S# ALE: 1/4"=l'—O" SHEET D3 Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Sliding Glass Doors - DOUBLE PANE LOW E FLM Part # Unit Size Description Masonry Opening Frame Opening FLU Part # Unit Size Description Masonry Opening Frame Opening Sliding Glass Doors Vinyl FLU Windows 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 L0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 95 1/2" -TO 1901/,2" 16100 L0369270 EA I 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 74 1/2" X 95" L0434206 EA 12/0 X 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN _F191" 147"X961/2" 16100 L0367192 EA 26 TW W/ARCH WDW VINYL SH W/GR & SCRN 74 1/2" X 76" L0429616 EA 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN X 961/2" -TO 286" 16100 L0297193 I EA I 26 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN ( 74 1/2" X 72' L0354136 EA 5/0 X 6/8 DOOR SGD ALUM W/SCRN 62 1/4" X 811/2" J 16104 L0426486 EA 2626 FX WDW VINYL W/GR 30" X 30" L0298912 EA 5/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 62 1/4" X 96 1/2" 1 16103 L0367491 I 2640 WDW VINYL SH CLEAR NO GR W/SCRN 30" X 48" !0295466 EA 6/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN I 74 1/4" X 811/2" 1 16104 L0366994 EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN 30" X 60" L0295467 EA 6/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 74 1/4" X 96 1/2" 15317 L0354138 EA 2850 I WDW VINYL CSMT W/GR & SCRN 32" X 60" L0303298 EA 8/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 98 1/4" X 811/2" 16103 L1040440 EA 2860 WDW VINYL SH WHT W/GR & SCRN 32" X 72" L0310660 EA 8/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN !981/4' X 961/2' 16104 L0296557 r EA F 3/0X3/0 FX TMP I WDW VINYL SH CLEAR NO GR 36" X 36" L0329528 EA 9/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 1081/2" X 811/2" 16104 L0429520 EA 3024 FX TEMP WDW VINYL FX CLEAR NO SCRN 36" X 28' L0298914 EA 9/0 X 8/0 DOOR SGD ALUM W/SCRN 1081/2" X 961/2" 16103 L1040450 EA 3030 WDW VINYL SH WHT W/GR & SCRN ( 36" X 36" 16104 L0317308 EA 3030 FX WDW VINYL 5H WHT W/GR & SCRN 36" X 36" Vinyl FLU Windows 16103 L0298924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR 36" X 40" 16104 16103 16103 16104 16104 16103 15103 16103 15103 16104 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16104 16104 16104 16103 16104 16103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16103 16100 15103 16103 16103 16103 16100 16100 16100 16103 16103 16103 16103 16100 L0460340 EA 1/4X1/4 FX TMP WDW VINYL SH CLEAR NO GR 16103 L0365362 EA 3030 W/1/2RD WDW VINYL SH WHT W/GR & SER -NI 36" X 59" L0432421 EA 13 WDW VINYL SH CLEAR NO GR W/SCRN 201/8" X 38 3/8" 16104 L0352195 EA 3040 WDW VINYL OVAL WHT W/GR 38" X 52" L0439893 I EA 14 WDW VINYL SH W/GR & SCRN 201/8" X 50 5/8' 16103 L0369494 EA 3040 WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48" L0432424 EA 1433 FX NO FLANGE WDW VINYL FX WHT W/GR & SCRN 16" X 39" 16104 L0354140 EA 3040 FX WDW VINYL W/GR 36" X 48" L0432423 EA 1433 FX W/FLANGE WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 L0434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 109" X 48" L0369271 EA 15 1/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8' X 67" 16100 L0423133 EA 3040 TW 1/2 EYEBROW WDW VINYL SH W/GR & SCRN 721/2" X 52" L0369273 EA 161/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8" X 76" 16100 L0434428 EA 3040 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 72 1/2" X 48" L0429521 I EA I 1620 FX WDW VINYL SH W/GR NO SCRN I I 18" X 24" 16103 L0423134 EA I 3040 W/1/2 RND I WDW VINYL SH W/GR & SCRN I 36" X 70 L0430156 EA I 1624 WDW VINYL SH W/GR NO SCRN I I 18" X 28" 16103 L0298921 I EA I 3050 ( WDW VINYL SH CLEAR NO GR W/SCRN I I 36" X 60" L0434427 I EA 1634 FX WDW VINYL FX WHT W/GR I 18" X 40" 16103 L0317307 I EA 3050 ARCH TOP I WDW VINYL SH W/GR & SCRN I 36" X 64" L0439004 EA 1836 FX ARCH TOP WDW VINYL FX W/GR & SCRN I 20" X 46" 16104 L0367489 I EA 3050 FX I WDW VINYL NO GR I 36" X 60" L0303300 I EA 1H2 FX TP WDW VINYL SH W/GR 27 1/2" X 26" I 15100 L0366804 EA 3050 TPL I WDW VINYL SH CLEAR NO GR W/SCRN 109" X 60" L0412312 EA I 1H3 WDW VINYL SH NO GR W/SCRN I 27 1/2" X 38 3/8" I 16100 L0298922 I EA 3050 TWIN I WDW VINYL SH CLEAR NO GR W/SCRN I 72 1/2" X 60" L0317304 EA 1H4 WDW VINYL SH CLEAR NO GR W/SCRN 271/2" X 50 5/8" 16100 L0354148 EA I 3050-4050FX-3050 I WDW VINYL W/GR & SCRN 121" X 60" L0419869 EA 1H4 W/1/2RD WDW VINYL SH W/GR & SCRN 271/2" X 68 5/8" 16103 L0419409 EA 3056 ARCH TOP I WDW VINYL SH W/GR & SCRN 36" X 70" L0319054 EA 1H5 WDW VINYL SH W/GR & SCRN 271/2" X 63" 16103 !0477376 EA 34 WDW VINYL SH CLAR NO GR W/SCRN 541/8" X 50 5/8" L0419870 EA 1H5 W/1/2RD WDW VINYL SH W/GR & SCRN 271/2" X 81" 16103 L0367188 EA 35 WDW VINYL SH NO GR W/SCRN 541/8" X 63" L0432419 EA 1H6 WDW VINYL SH CLEAR NO GR W/SCRN 27 1/2" X 72" 16103 L0329525 EA 35 ARCH TOP WDW VINYL SH W/GR & SCRN ( 541/8" X 67" L0317306 EA 1H6 ARCH TOP WDW VINYL SH W/GR & SCRN 27 1/2" X 76" 16103 L0364384 EA 36 WDW VINYL SH W/GR & SCRN 54 1/8" X 72' L0298906 EA 1H6 TMP W/1/2RD WDW VINYL SH W/GR & SCRN 27 1/2" X 90" 16103 L0327816 I EA r 36 ARCH TOP WDW VINYL SH W/GR & SCRN 54 1/8" X 76" L0434441 F EA 2020 FX WDW VINYL FX CLEAR NO SCRN 24" X 24" 16104 L0367490 I EA f 4020 FX TMP WDW VINYL FX CLEAR NO GR 48" X 24" L0298926 EA 2020 FX ARCH TOP WDW VINYL FX WHT W/GR 24" X 28" 16103 L0430847 EA 4030 FX TMP WDW VINYL SH CLEAR NO GR 48" X 36" L0369491 EA 2026 FX WDW VINYL FX WHT W/GR I 24" X 30" 15865 L0434426 EA I 4036 WDW VINYL SLIDER WHT W/GR & SCRNI I 48" X 42" L0327818 EA 2030 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 36" 15865 L0354129 EA I 4040 WDW VINYL SLIDER NO GR W/SCRN I 48" X 48" L0352196 EA 2030 FX WDW VINYL FX WHT W/GR 24" X 36" 16104 L0354141 EA 4040 FX WDW VINYL NO GR 48" X 48" L0298928 EA 2030 W/1/2 RD WDW VINYL SH WHT W/GR & SCRN 24" X 52" 16103 L0368324 EA 4050 WDW VINYL SH WHT W/GR ,. r 48" X 60" L0434444 EA 2036 TMP FX WDW VINYL FX WHT W/GR 24" X 42" 16100 L0427856 EA 4050 TWIN WDW VINYL SH W/GR & SCRN 1 ( 96 1/2" X 60" L0317309 EA 2040 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 48" 16103 L0460341 EA 5/0X5/0 FX TMP WDW VINYL SH CLEAR NO GR 1 1 60" X 60" L0366113 EA 2040 ARCH TOP WDW VINYL SH W/GR & SCRN 24" X 52" 15865 L0298925 EA 5044 WDW VINYL SLIDER WHT NO GR W/SCRN 60" X 52" L0362731 F EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 L0435847 EA 5052 FX TMP WDW VINYL FX CLEAR NO GR 60" X 62" L0363422 EA 2040 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 24" X 64" 16104 L0295462 EA 54X12X24 ARCH WDW VINYL W/GR 54" X 28" L0417692 EA 2050 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 16104 L0295461 EA 54X27 WDW VINYL 1/2 RD W/GR 54" X 31" L0298929 EA 2060 TMP ARCH WDW VINYL SH WHT W/GR & SCRN 24" X 76" 16104 L0298910 EA 58X28X56 1/2 RD WDW VINYL W/GR 58" X 61" L0298930 EA 2060 TMP W/1/2 RND WDW VINYL SH WHT W/GR & SCRN 24" X 98" 15104 L0298911 EA 58X4OX30 ARCH ( WDW VINYL W/GR 58" X 44" L0351034 EA 23 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 38 3/8" 1 16103 L0314657 EA IH3 WDW VINYL SH NO GR W/SCRN 1 27 1/2" X 38 3/8" L0319052 I EA I 24 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 50 5/8" L0369187 EA I 24 W/1/2RD WDW VINYL SH W/GR & SCRN I 38" X 74" Transoms L0432425 EA I 24-5 W/FLANGE WDW VINYL SH W/GR & SCRN 38" X 561/4" I 16104 L0429519 EA I 2014 TRANSOM VINYL WHT NO GR I 25" X 17" 24" X 16" L0298907 I EA2430 WDW VINYL SH W/GR & SCRN I 28" X 36" 16104 L0354132 EA 3014 I TRANSOM VINYL W/GR I 37" X 17" I 36" X 16" L0367488 I EA I 2436 FX WDW VINYL SH WHT W/GR &SCRN I I 28" X 42" 16104 L0354133 EA I 3044 TRANSOM VINYL W/GR I 37" X 53" I 36" X 52" L0430846 EA 2450 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 28" X 60" 16104 L0324888 EA 3214 TMP I TRANSOM VINYL WHT NO GR 39" X 17" 38" X 16' L0298908 EA 2460 TMP WDW VINYL SH W/GR & SCRN I I 28" X 72" 16104 L0328436 I EA 3616 ARCH TRANSOM VINYL WHT W/GR F 43" X 23" 42" X 23" L0295456 EA 25 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 63" 16104 L0354134 EA 3624 ARCH I TRANSOM VINYL W/GR 43" X 33" 42" X 33" L0300838 EA 25 ARCH TOP WDW VINYL SH W/GR & SCRN 38" X 67" 16104 L0329526 EA F 4013 I TRANSOM VINYL WHT NO GR r 49" X 16" 48" X 1S" L0295460 EA 25 TMP W/1/2 RD WDW VINYL SH `P//GR & SCRN 38" X 86' 16104 L0300837 EA 4613 I TRANSOM VINYL WHT W/GR 55" X 16" 54" X 15" L0310640 EA 25 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 75" 16104 L0295463 I EA 4620 I TRANSOM VINYL WHT W/GR 55"X 25" 54" X 24" L0300839 EA 25 TW W/ARCH WDW VINYL SH W/GR & SCRN 74 1/2" X 67" L 16104 L0354135 EA 4626 ARCH I TRANSOM VINYL W/GR 55"X 34" 54" X 34" L0295457 EA 25 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 74 1/2" X 63" 16104 L0354131 EA 5016 TRANSOM VINYL W/GR 61" X 19" 60" X 18" L0317305 EA 25 W1112 RD WDW VINYL SH W/GR & SCRN ( 38" X 86" L0369490 EA 26 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 72" Doors -- - !0295459 EA 26 ARCH TOP WDW VINYL SH W/GR & SCRN I 38" X 76" EA 1 2/86/8 Door 35 5/8" X 83 1/16" 1 34 1/8" X 82 5/16" L0361749 EA 26 TMP W/1/2 RND WDW VINYL SH W/GR & SCRN 38" X 95" EA 3/06/8 Door 39 5/8" X 83 1/16" 1 38 1/8" X 82 5/16" L0434442 EA 26 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 111" X 72" EA 2/88/0 Door 35 5/8" X 991/16" 1 34 1/8" X 98 5/16" EA 3/08/0 I Door 39 5/8" X 991/16" 1 38 1/8" X 98 5/16" A R C H I T E C T S 4Groullincn SS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 i� V Qi E c W SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT,#: 82065.013/00001 PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDA OCT 1 9 2018 DATE: 10/18/18 SCALE: 1/4"=1'-0" SHEET $" THICK, 3 COAT CEMENT NOTE: NOTE: SIDE LAPS OF METAL PLASTER BASES PREFORMED PLASTER SHALL 5E SECURED TO FRAMING APPROVED BUILDING WRAP SHALL 5E LAPPED A CONTROL JOINT WR5 LAYER 02, FORTIFIBER BUILDING MEMBERS. THEY SHALL BE TIED BETWEEN MINIMUM OF 6" � VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO 5E WIRE TIEDPAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE 6" HORIZONTAL LAPS. TO LATH e 9" O.C. MAX (VERT.). --� APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9" NOTE: DO NOT FASTEN CONTROL JOINT TO '@-I' (VERT.) O.G. MAX AT SUPPORTS (229 -MM). AS PER ASTM C1063 1.8.1. WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ %s" LEG MAY 5E USED TO TEMP. WR5 LAYER 11, 5TUCCOWRAP FOR REPAIR OF TEARS IN WR5 LAYERS, 11 LAP TO 5E 1" SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY BE PATCHED PEEL 4 STICK M.N LAP s METAL LATH TEMPORARY 5TAPLE5 TO BE REMOVED AFTER x—max x x �" THICK 3 COAT CEMENT INSTALLATION <f.... x x x $ / /+^ WOOD G I METAL LATH PLASTER METAL LATH FASTENERS TO BE SPACED T° I WRB LAYER GAP MIN. 1" O.C. MAX VERTICALLY TO 6 M° 3. PROTECTED FLASH TAPE �L////Y/7—TAPE / #1, 5TUCCOWRAP WR5 LAYER #2, FORTIFI5ER BEHIND CONTROL JOINT (OF, APPROVED BUILDING PAPER (OR WRB#1 TAPED TO MIN PAPER LAP BELOW ONLY LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED SHEATHING wl WR5 EQUAL) DIRECTLY APPROVED EQUAL) CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6" TO 8" FROM CONTROL #2 OVER TOP. WRB TO SHEATHING TAPE WR5 LAYER 11, TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS #2 TO 5E LAPPED WR5 LAYER #2 5TUCCOWRAP (OR 3,-:N z .. : F. ,.; APPROVED EQUAL) .. __ OSTRUCTURALD WOOD STUDS VERTICALLY 6" MIN, FORTIFIBER BUILDING NOTE: STUCCO OVER PAPER (OR LAP,'4'OVER DIRECTLY TO SHEATHING 1. FASTENERS FOR LATH TO 5E NAILS OR ALL LAP a METAL LATH. METAL APPROVED EQUAL) 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 SHEATHING LATH TO HAVE I" �w VERTICAL LAP MIN, VERTICAL LATH 2. WIRE TIES TO 5E (NO. 18) 0.0415" WIRE TYPE "M" CONTROL JOINT &PAPER DETAIL WOOD SHEATHING 1 3, BLOCKING SHOWN MAY 5E IN ADDITION TO WAE:KTS. xj m WALL STUDS REQUIRED PER PLAN NOTE: APPLY SEALANT AT "M" CONTROL HORIZONTAL LATHPAPER LAP JOINT END TO END CONDITIONS & PAPER DETAIL 2 SCALE:NTb. CUT TWO PIECES OF FORM FLASH I USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX, 6" LONGER THAN THE //T FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 055 AROUND PENETRATION I" OR LESS PIPE PENETRATION WOOD SHEATHING STARTING WITH THE BOTTOM WATER RESISTIVE BARRIER HALF OF THE PIPE, REMOVE THS R�LtASjt LINtt< AWr-U�l) (\ / �....... �r�r �iUnvc c r�>c pui�.v>=Ki THE FORM FLASH I IN HALF �Y TAKE SECOND PIECE OF FORM (LENGTH W15E WITH ADHESIVE FLASH I AND APPLY IT TO THE00 MINIMUM LAP (PER MANUF. SPECS) `:� LEGEND TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE ALIGN THE PROTECTO FORM FLASH I SAME MANNER, MAKING SURE WEEP SCREED j_ DRAINAGE PLANE # STEP 1 STEP 2 — STARTER STRIP (PER MANUF. SPECS) (WR5 LAYER I, WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS AREoo STUCCOWRAP OR FORM FLASH 1 TO THE 50TTOM HALF OFPRESSED DOWN TIGHT TO THE 0. THE PIPE AND WRAP AROUND THE PIPE. MINIMUM CLEARANCE " APPROVED EQUAL) PIPE AND SHEATHING. (PER MANUF. SPECS) I.I WR5 LAYER #2 TAPE WR5 LAYER #1, z 5"Xl" CONTINUOUS GALV. METAL z (FORTIFIBER PER FBC 8103.1.1 5TUCCOWRAP COR APPROVED ZSTEP FLASHING (NAIL TO ROOF z BUILDING PAPER OR EQUAL) DIRECTLY TO SHEATHING DECK, NOT WALL SHEATHING) EXTERIOR LATHING AND PLASTERING WR5 LAYER 02, FORTIFI5ER APPROVED EQUAL) e EXTERIOR USE OF PORTLAND CEMENT PLASTER 5UILDING PAPER (OR ° CAP SHINGLE - DO NOT NAIL METAL LATH X X X X SHALL COMPLY WITH THE APPLICATION X APPROVED EQUAL) a _� REQUIREMENTS OF ASTM C 926-12A. X.:ADHERED SHINGLES TRIMMED STUCCO METAL LATH TO COVER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND X. PROTECTO FORM FLASH I WOOD SHEATHING FRAMING SHALL COMPLY WITH ASTM C 1003-12A 'X: CONFORMABLE AIR/VAPOR i.: 5ARRIER TAPE DIRECTLY TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS �. LOCTITE 5PRAY ADHESIVE (CLIPS STRAPS, STAPLES)DIRECTLY TO OSB AROUND NOTE. AS REQUIRED TO SECUREX.. METAL LATH: LATH TO 5E PER PIPE/ WIRE TO FRAMING X PENETRATION SIDING STUCCO FBG 8103.1.1 I ASTM G-841-09 ELA5TOMERIC COATING MIN. 2.5 L55. PER 50. YARD PIPE PENETRATION DETAIL (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES 3 accLE:rLTs. '�`: OVER STUCCO/ C.Y. FINISH NOT MEET SPECIFICATIONS) (SEE TiP WALL SECTION) "L" FLASHING SECTION 4 5CALE: NTS. WR5: WATER RESISTIVE BARRIER A R C H I T E C T S Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: 82065.013/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA OCT 1 9 10/18/16 1/4"=1'-0" WAI TEXTURED CEMENTITIOU5 WRB LAYER #I, 5TUCCOWRAP (OR APPROVED = A COATING EQUAL) WRB LAYER 12, FORTIFIBER BUILDING "' WOOD SHEATHING THICK, 3 GOAT PAPER (OR APPROVED EQUAL) X.: VENT CAP 15 TO BE SET IN CONTINUOUS BED OF – S WRB LAYER #I, 5TUCCOWRAP (OR APPROVED SEALANT. CEMENT PLASTER EQUAL) TAPED DIRECTLY TO SHEATHING PREMANUR DRYER VENT CAP ONE-PEICE HOODED VENT ATTACHED PER MANUF. _ j (SET IN CONT, SEALANT) LAP LAYERS OF BUILDING WRAP OVER 5PECIFICATION5 STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF OVERLAP5 KICKOUT I Y" ABOVE SHINGLES X NON-MOVABLE FRAME AND STUCCO ON ALL + DIVERTER 1" MIN. _ �: SEALANT ALL SIDES SELF -ADHERING FLASHING �{ "`� 51DE5,y4" SEALANT e JOINTS ALL AROUND THICK, 3 COAT CEMENT PLASTER STEP FLA54ING METAL LATH �Mp VENT BLOCK DRYFLEKT KICKOUT DIVERTER WRB LAYER #2, FORTIFIBER BUILDING W PAPER (OR APPROVED EQUAL) a BUILDING PAPER Sao § DRYER VENT (FRAME) OVER "QUICK FLA5H" FELT UNDERLAYMENT 6A SCALE: N.T.S. PER FBC R703.7.1 PIPE THROUGH WALL SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3", FASCIA WRAP BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER "QUICK FLASH" A5TM C 926-12A. FASTEN 4" O.C. MAX. A VENT PENETRATION 1, SCALE:KrS. INSTALLATION OF EXTERIOR LATHING AND FRAMING 514ALL COMPLY WITH ASTM C 1063-12A Woop SHEATHING WRB LAYER #2 FORTIFIBER LEGEND WOOD WRB LAYER 11, BUILDING PAPER (OR DRAINAGE PLANE CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #1, STUCCOWRAP NOTE: WOOD f APPROVED EQUAL) METAL LATH OR APPROVED EQUAL INSTALL KICKOUT FLASHINGtl SCALE:KTWRB LAYER #2 KICKOUT DETAILWoop AT BOTTOM OF ROOF 4 WALL 5 S. SHEATHING � " TEXTURED FIN15H ,@ WOOD WRB LAYER 12 FORTIFIBER CONSTRUCTION INTERSECTIONS FA5TEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER ri BUILDING PAPER (OR 8 CMU MEMBER o 7" O.C. MAX OR APPROVED EQUAL) y' APPROVED EQUAL) =_ %$" TO %8" MID -WALL AREA TO RECEIVE I COAT OF 5HER-CRETE = 7" ® METAL LATH X X X X FLEXIBLE CONCRETE WATERPROOFER or a THICK, 3 COAT CEMENT WEEP SCREED SCRATCH COAT PRIOR TO EL EC. METER = WOOD FRAMED PLASTER 6" WIDE STRIP SELF STUCCO WALL y8" TO 1/8" MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION - WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHING (PER 3/WAU – (o" SELF -ADHERING FLASHING TEXTURED FINISH @ MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: �% n p �J FRAME TO FRAME rJ FRAME TO BLOCK METAL /LATH: LATH TO BE PER FBC 8103.-1.1 / ASTM C. METER FIELD V.r-RIFY - (A SCALE: N.T.S. (B SCALE: N.T.S. C -04 1-O , MIN. 2.5 LBS. PER 50. YARD (UTILITY OR LOCATION = NOMINAL LATH DOES NOT MEET SPECIFICATIONS) EL EG. METER FIELD VERIFY LOCATION NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED d APPLY SEALANT AT WEEP 5CREEp END TO END JOINTS CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY –_ FLASH I PIECES TO COVER BOX 4" NOTE: ATTACH PER • MANUF. SPECIFICATIONS_ 27 7 PASTEAC SIDE.STARTING AT THE BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH I INA ` THE PROTECTO FORM FLASH I FLASH I INTO THE OPENING AND ADHERE TO THE POLYMERIC 150CYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX APPLY SEALANT AT TOP 4 51DE5 OF EL EC. METER BOX AFTER STUCCO INSTALLATION FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY �0 MIN GRADE "p" FELT – — COR APPROVED EQUAL) (SEE TYPICAL WALL ° SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER X00 MIN GRADE "D" o' SECTION) o. METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT oo ° ° ° o° METAL LATH ° Q ELECTRICAL CONDUIT "PIPE PENETRATION DETAIL" ENETRATION AT ALL JOINTS AND ° -'..Ar. k (8�ALE.Z APPLY 1 COAT of SHER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIFIBER INTERSECTIONS EXTERIOR WATERPROO=ER 2" LARGER THAN THE ELEC, METER CAN BUILDING PAPER (OR RICAL RECEPTACLE OR METER CAN COMBO, OR METER CAN AND P15CONNECT APPROVED EQUAL) STEP 4 STEP 5 9)LE�L%EC�T (FRAME CMT) STEP 6 A R C H I T E C T 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 �mm.osso svHDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 9 2116 DAVE: 10/18/18 S'�T E: 1/4"=1'-0" � EET WA2 r LA ) OrAM ("GREAT AT STUFF 0 SIMI INTERIOR OF THEBOX. COVER THE OX. OR OUTLET OPENING G X. TO NO CLOSER EXTENDING L ER WOOD SHEATHING THAN I" TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) ELA5TOMERIG COATING CTO FO S PROTECTO RM FLASH I (OR APPROVED EQUAL L) IU SELF ADHERING FLASHING APPLY E -Z BEAD ° °;°;°;° ° OVER STUCCO/ C.V. FINISH - FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY �0 MIN GRADE "p" FELT – — COR APPROVED EQUAL) (SEE TYPICAL WALL ° SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER X00 MIN GRADE "D" o' SECTION) o. METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT oo ° ° ° o° METAL LATH ° Q ELECTRICAL CONDUIT "PIPE PENETRATION DETAIL" ENETRATION AT ALL JOINTS AND ° -'..Ar. k (8�ALE.Z APPLY 1 COAT of SHER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIFIBER INTERSECTIONS EXTERIOR WATERPROO=ER 2" LARGER THAN THE ELEC, METER CAN BUILDING PAPER (OR RICAL RECEPTACLE OR METER CAN COMBO, OR METER CAN AND P15CONNECT APPROVED EQUAL) STEP 4 STEP 5 9)LE�L%EC�T (FRAME CMT) STEP 6 A R C H I T E C T 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 �mm.osso svHDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 9 2116 DAVE: 10/18/18 S'�T E: 1/4"=1'-0" � EET WA2 WOOD SHEATHING WOOD CONSTRUCTION Y4" HAT CHANNEL W/ V TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT — CEMENT PLASTER WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AMoo-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AMoo-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) o" SELF-ADHEREING FLASHING WRAPPED �@ CORNER OF CANTILEVER AMIGO AMoo-I,I,'FWC-100 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. 1 OA SCALE: N.T.S. FINISH LAYER (2 LAYER PEEL 4 STICK) o" PEEL 4 STICK la DRIP EDGE TO DECK 1 Y2"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER o" PEEL 4 STICK ,@ DRIP EDGE TO DECK 51,15 FLOOR - FULL SHEETS OF PEEL 4 STICK I %"XI Y4" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4" GAP FOR BACKER ROD 4 SEALANT I $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD """COMPONENT5 PULLED —\ 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 11, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/8" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FINISH $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" 20 GA. GALV. METAL DRIP IE SET IN FULL BED OF SEALANT, %" SPACE FROM DRIP FACE TO TREX '3AP FOR BACKER ROD 4 SEALANT I (OR APPROVED EQUAL) CASING BEAD THEIR RESISTIVE BARRIER #1 THEIR RE615TIVE BARRIER 12 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 20 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM NOTE: METAL LATH. LATH TO BE PER FBC 8103.1.1 / ASTM C-847-09, MIN. 2.5 LBS, PER SQ. 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" POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) , A DRIP EDGE INSTALLATION 1 1 ti SCALE: N.TS, %" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK 5UB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I %"XI 12" 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 4 PECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 12 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CASING BEAD11 BALCONY DRIP EDGE INSTALLATION B SCALE: N.i�. =s;COMPONENTS PULLED APART FOR CLARITY 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) UAL) VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING /@ -I" O.C. MAX. WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) *-A�SCQERNER BEAD @ FRAME CORNER BEAD (FASTENER 4 SPACING 0 l" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT CORNER BEAD @ BLOCK t\ r; )BSCALE: N.U. COLUMN SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RESISTIVE BARRIER 12 o" SELF ADHERING 4 FLASHING PEEL 4 STICK I Y2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I %" X 3" 20 GA. GALV, METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER 12 EXTERIOR COLUMN -COLUMN SHEATHING -o" SELF ADHERING 4 FLASHING :1 Y'x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 2' X 3" 20 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) CASING BEAD -WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLASTER -METAL LATH —WOOD SHEATHING -WEATHER RESISTIVE BARRIER 11 -WEATHER RESISTIVE BARRIER 12 - 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION @@ COLUMN W/ "L" FLASHING ZAULE: RTA A R C H I T E C T S Design rou 0 Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 U E 0 C Cu F SUBDIV. & LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA OCT 1 9 DATE: \� 0/18/18 SCA/LE: 1/4"=1'-0" MET WA3 WOOD SHEATHING WOOD SHEATHING WRB LAYER #I, STUCCOWRAP WRB LAYER 11, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) 7" # WRB LAYER #2, FORTH=IBER 8 THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER WRB LAYER I, STUCCOWRAP WOOD SHEATHING PLASTER BUILDING PAPER F y; GAF TYP METAL LATH BUILDING PAPER (OR (OR APPROVED EQUAL) IX TRIM MEMBER STUCCO CASING 3EAD TO TRIM APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #1 STUCCOWRAP t0 SIDING tRANSITION METAL LATH "x WRB LAYER #2, FORTIFIBER METAL LATH "` WRB LAYER #2 FORTIFIBER (OR APPROVED EQUAL) SIDING BUILDING PAPER $° THICK, 3 COAT BUILDING PAPER (OR $° THICK, 3 COAT CEMENT WRB LAYER #2, FORTIFIBER x APPROVED EQUAL) COR APPROVED EQUAL) CEMENT PLASTER PLASTER BUILDING PAPER WOOD SHEATHING SELF -ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) FLASHING �° THICK, 3 COAL ANGLED CASING BEAD METAL LATH (EXPLODED $ (EXPLODED DRIP CAP VIEIU Fop, CEMENT PLASTER 6"SELF-ADHERING FLASHING VIEW FOR \ a THICK, 3 COAL _ CLARITY) DRIP GAP CLARITY)CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER 11, STUCCOWRAP # WRB LAYER #I, STUCCOWRAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) # (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER 1, STUCCOWRAP WRB LAYER #2, FORTIFIBER BUILDING ;:X (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) , WRB LAYER #2, FORTIFIBER BUILDING 6" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT METAL LATH FLASHING OR PEEL STICK SIDING TO STUCCO CEMENT PLASTER $° THICK, 3 COAL (�ALE:�CAScT� CASING BEAD) 6' SELF -ADHERING CEMENT PLASTER' .:-.. FLASHING 6"SELF-ADHERING DRIP CAP FLASHING WOOD SHEATHING WINDOW FLANGE DRIP CAP CASING BEAD C WINDOW CASING BEAD WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND 13B SFRAME, W BAND ALE WRB LAYER #I, STUCCOWRAP 13A scALE:rtTs. WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #I, STUCCOWRAP LEGEND WRB LAYER #2, FORTIFIBER BUILDING APPROVED EQUAL) ) WOOD CONSTRUCTION BEYOND ( DRAINAGE PLANE PAPER (OR APPROVED EQUAL) (OR LAYER #2 FORTIF15ER WOOD SHEATHING�" }WR5 (WRB LAYER 11, STUCCOWRAP $ THICK, 3 COAL BUILDING PAPER WEATHER RESISTIVE BARRIER #1 OR APPROVED EQUAL) CEMENT PLASTER WEATHER RESISTIVE BARRIER #2 6 SELF -ADHERING FLASHING (OR APPROVED EQUAL) %" X %4" LAP SIDING W/6' REVEAL # WRB LAYER #2 VINYL (OR APPROVED EQUAL) ,': METAL LATH WEATHER RESISTIVE BARRIER 1 (FORTIFIBER BUILDING PAPER ANGLED CASING BEAD f $" THICK, 3 COAT CEMENT (o' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 12 OR APPROVED EQUAL) .: (EXPLODED 13 PLASTER VINYL (OR APPROVED EQUAL) STARTER STRIP PER � _ STARTER STRIP PER METAL LATH X X X X � ` VIEW FOR MANUFACTURER'S INSTALLATION a� a MANUFACTURER'S INSTALLATION STUCCO a CASING BEAD cLARIiT INSTRUCTIONS 1. 6�SELF-TIONS ADNERING FLASHING WOOD SHEATHING � DO NOT CAULK OR SEAL OPENING SELF-ADHESIVE FLASHING CASING BEAD C RAISED GALV'D METAL "z' FLASHING GALV'D METAL "z" FLASHING BAND (FRAME) 1 J SCALE: KTS. DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC 8103.71.1 / ASTM [E — C-841-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR k GALV'D METAL "z" FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO f - @ BLOCK TO FRAME TRANSITION STUCCO CASING BEAD $° THICK, 3 COAL THICK 3 GOAT CEMENT 6 SCALE: NT.S. CEMENT PLASTER $ PLASTER WOOD CONSTRUCTION BEYOND 6" SELF -ADHERING FLASHING SEALANT AS NGaEAD METAL LATH METAL LATH WOOD SHEATHING TOWINDOIU SEALANT WEATHER RESISTIVE BARRIER 11 # WRB LAYER #2, FORTIFIBER BUILDING WEATHER RESISTIVE BARRIER 1 t0 LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RESISTIVE BARRIER #2 6' MIN. ABOVE TOP OF 'Z' FLASHINGWOOD SHEATHING ' WRB LAYER 12 FORTIFIBER X l %4' LAP SIDING W/6 REVEAL WEATHER RESISTIVE BARRIER #I WINDOW FRAME <::;:< , .. BUILDING PAPER 6' SELF -ADHERING FLASHING z WEATHER RESISTIVE BARRIER #2 f (OR APPROVED EQUAL) GALV'D METAL 'Z' FLASHING WRB LAYER #I STUCCOWRAP E -Z BEAD VINYL (OR STARTER STRIP PER MANUFACTURER'S f DO NOT CAULK OR SEAL OPENING(OR APPROVED EQUAL) APPROVED EQUAL) CASING INSTALLATION INSTRUCTIONS WEATHER RESISTIVE BARRIER #1 TO LAP (o' WIDE PEEL 4 STICK (W/%8" FLEXIBLE PVC BACKER DO NOT SEAL OPENING o' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE ROE) INCLUDED) f 2X FRAMING MEMBER E -z BEAD VINYL WRB LAYER #1, STUCCOWRAP 2X FRAMING GALV'D METAL 'Z' FLASHING I (OR APPROVED EQUAL) CASING (OR APPROVED EQUAL), 6' SELF -ADHERING FLASHING BUILDING WRAP (W/s" FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING E -z BEAD VINYL t: INCLUDED) MEMBER / COR APPROVED EQUAL) CASING i = WEATHER RESISTIVE BARRIER 11 6" SELF ADHERING FLASHING (W/%$' FLEXIBLE PVC BACKER ROD) f ` E n I *APPLY FULL BED OF 6" SELF -ADHERING FLASHING P. �-z BE�p VINYL COR APPROVED EQUAL) CASING (W//a FLEXIBLE PVC BSEALANT BETWEEN BACKER SEALANT SHEATHING %a' THICK, 3 COAT CEMENT PLASTER ROE)) FLANGE & BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 CLARITY WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO17 EZ BEAD WINDOW CASING 6 @ FRAME TO FRAME TRANSITION SCALE:NT.S. SCALE: A R C H IT E C T S Design GrouPp Inc. 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. 8c LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: WALL ASSEMBLY DETAILS ARCHFECT STATE OF FLORIDA OCT 1 9 201 DAZE: la/18/18 STALE: 1/4"=1'-0" WA4 CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY SECURE HOU° T''"" '-' "P UNDE STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP) 18 SGALE:xrs. (FRAME) APPLY OSI H2U (OR \ EQUAL) SEALANT WINDOU)/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING INSTALLATION DETAILMASONRY (18A caLE: KTs. FOLD IN AT J, SLOPE INSTALL ' SELF -ADHERING FLASHING-- OVER NAILING FLANGE AT JAMSS EXTEND FLASHING MIN I' BEL OW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 2 ALIGN PLEX15LE SELF -ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL NOTE: 1, IT IS THE CONTACTORS RE5PON5151LTY 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. NOTA: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (o' SELF -ADHERING F OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN 5EYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY '/a' NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS APPLY TO BACK AILING FLANGE IN -PUNCHED HOLES OR SLOTS. :ND DAMS REQ'D. AT EACH END OF SILL SUPER STRETCH BUTYL FLASHING MIN. TEXTURED :EMENTITIOU5 COATING )VER BLOCK STUCCO OVER BLOCK (MIN. THICKNESS s") ORLANDO/TAMPA S. FLORIDA J5EWRAP DOWN & DIAGONAL CUT & HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING & APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT 1 INSTRUCTI( APPLY MEM5RANE FLASHING OVER JOINT 'MIN. TEXTURED :EMENTITIOU5 COATING )VER 5LOCK STUCCO OVER BLOCK (MIN. THICKNESS e") SIDING LOOK S. FLORIDA o 11 1 U (o' WIDE ADHESIVE :LEXI5LE FLASHING :R DRIP CAP JOINT :TO -WRAP 5T-20XL APPROVED EQUAL) STEP 5 U 1 111 V MIN. TEXTURED `MIN. TEXTURED CEMENTITIOUS COATING CEMENTITIOUS COATING OVER FRAME } OVER FRAME STUCCO OVER FRAME STUCCO OVER FRAME (MIN. THICKNESSa") (MIN. THICKNESS 8") SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS 1 e7 WALE: KTA A R C H I T E C T S ADesn roupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 n oo0m0or SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #13) MODEL: SEASIDE (VERSION#01) PROJECT#: R2065.013/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA OCT 1 9 DATIP: 10/18/18 SALE: 1/4"=1'-0" S EJET V V ��