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Home My WebLink About3634 Crawley Down Lp (a)vvESTERO wo VERSION#02 RECORD COPY FORM REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD 0UJILQNQ_nIVISION ' A PERMIT ISSUED SHALL RE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOIATE, CANCEL, ALTER OR SET ASIDE ANY OF rI IF PROVISIONS OF THE TECHNICAL CODES, NOR SHALT_ ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to he Verified tit .Slab Inspection 77. UN4,-1 F&Drties ryanhomes.com #1 g- 3299 * STATE OF' FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS RYAN HOMES — ORLANDO (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET __ _. ___ _ _.._ - - -- CS COVER SHEET 4307 VIN ELAND ROAD, SUITE 1 O2 ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM ---- ---.-- -- ______ GN GENERAL NOTES ORLANDO, FL 3281.1 • ALL, LOCAL, AND STATE CODES BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL --- - - --- 1 FRONT & REAR ELEVATIONS RYAN HOMES — TAMPA CAB. CABINET N.T.S. NOT TO SCALE 2 LEFT & RIGHT ELEVATIONS • OCCUPANCY RESIDENTIAL, GROUP R�3 CLG. CEILING O.C. ON CENTER _ 1409 TECH BLVD., SUI'T'E 202 • CONSTRUCTION TYPE - VB CLR. CLEAR PL PROPERTY LINE3 FIRST FLOOR PLAN CONC. CONCRETEP.B. PUSH BUTTON4 SECOND FLOOR PLAN TAMPA, FI_, 33619 MIN. INTERIOR FINISH — CLASS C GOND. CONDENSER PH. PHONE __ _ __ -- 4.1 STAIR SECTION • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE. VASD _ 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD - - - - --_ 5 FOUNDATION PLAN D. DRYER PR. PAIR 5A FOUNDATION DETAILS •RISK CATEGORY – II DBL. DOUBLE P.T. PRESSURE TREATED ___. _. _ __......_ 5B DOWEL PLAN • STATE OF FLORIDA • EXPOSURE CATEGORY EXPOSURE C D.G. DUAL GLAZED R. RISER PROFESSIONAL ARCHI'I'LCT: DIA. DIAMETER RAD. RADIUS 5C LINTEL PLANLOTTS) • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN A] R GRILL 5D LINTEL PLAN CAST CRETE) (QUALITY PRECAST • 2- STORY RESIDENCE - MAX. HEIGHT AS PER DISI'. DISPOSAL 5E LINTEL PLAN (Q JAMES C,ANTWELL DP. DEEP REF. REFRIGERATOR ) AR NO. 12079 LOCAL AND STATE CODES DR. DOOR RM. ROOM 6 FIRST FLOOR FRAMING PLAN D.S. DOWNSPOUT R.O. ROUGH OPENING -__ - -_- _- _.. _ __ _ - 6.1 SECOND FLOOR FRAMING PLAN DTL. DETAIL S.D. SMOKE DETECTOR 7 ENTRY FRAMING SECTION & DETAIL A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY U.W. DISHWASHER S.H. SINGLE HUNG 1441 NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET 8 FIRST FLOOR ELECTRICAL PLAN BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 8A SECOND FLOOR ELECTRICAL PLAN I_,ON GWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER Fax: (407) 774--4078 Tel: (407) 774-6078 EXH. EXHAUST SIM. SIMILAR D1 SECTIONS/DETAILS _ _ . EXT. EXTERIOR si,. SLIDING77-150-- AYERSWORTH GLEN B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD B AYB �; IZ RY WOODS 0 D S 15 C) – B FIN. FINISH TEMP. TEMPERED GLASS - D3 SECTIONS DETAILS _.- -- - _._ _ FLR. FLOOR THK. THICK --- __ _ - D4 SECTIONS/DETAILS CARRIAGE; POINT' 150 - 13 FLUOR. FLUORESCENT T.O.C.TOP OF CURB (� _ _- . D5 SECTIONS/DETAILS CHAMPION'S RESERVE _ _140-H FTG. FRENCH OTING ODOR T.O.P. TOP OF SLAB _.._ _. D6 SECTIONS/DETAILS CREEK SIDE 140—B VA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DRAWING CONTRACT DOCUMENT CYPRESS PRESERVE 139 C G.F.I. GTERRUFAULTC1RClJl1' OTHERWISE _. _ -_ -_._ _.._ ____ _ _ ___ - INTERRUPTER V.P. vAPORPRooF -_._ _. _-_ _ __.__._ ___ _.. ---_ .-.-_ ___.._ _- _ __..__ ._._ WA1 WALL ASSEMBLY DETAILS REVIEW BY BUILDER HIGHLAND MEADOWS 140 - B GI,. GLASS W. WASHER WA2 WALL ASSEMBLY DETAILS ___. -_._- _ _ - GYP. BD. GYPSUM BOARD W/ WITH _._- -_.--. _...._ WA3 WALL ASSEMBLY DETAILS KENSINGTON RESF,RVE 140—B H.A. HOSE BIB WD. WOOD WA4 WALL ASSEMBLY DETAILS - - --- - _ - LAKES ArI' LUCERNE 140 -B H.C. HOLLOW wnw. wnvDow HDR. HEADER W/H WATER WA5 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR -__ _ _ I IIGT. OR HT HEIGHT W.I. WROUGHT IRON LUCAYA LAKE CLUB 150—C INTERPRETATION OF THE CONTRACT' DOCUMENTS. - - - - ININSULATION McCORMICK RESERVE 140—B INT. INTERIOR IF' ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140 —BIs DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140--B SQ.FrI,. CAI�C. - -- ANI) IN NEED OF FURTHER DETAILING OROSPREY LANDING 1.50—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140- 13 IST. FLR. LIVING hagl SQ. FT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 1.50—B 2ND. FLR. LIVING 1126 SQ. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO � - - - - VIC,TORIA TRAIL 140 B TILE ARCHITECT OR ENGINEER FOR CLARIFICATION. - ___ -- TOTAL LIVING 2823 SQ. FT. AB DESIGN GROUP WILL RESPOND TO ALI, WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED 2 -CAR 4 TANDEM GARAGE 635 SQ. FT. BFI's 1N WRITTEN/DRAWN FORMS IN A 'TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 116 SQ. FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT LANAI 100 SQ. FT. RESPONSIBILITY FOR INTERPRETATIONS OF- - TH1S HOME IS BtJILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RF'I's EXPOSURE CATEGORY LESS THAN 150---C, PLEASE TOTAL 3614 SQ. FT. - -- HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION - THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EX`T'ERIOR STUD SPACING. --- - - -- - A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: COVER SHEET ARCHITECT: STATE OF FLORIDA P\-1 DA E: 7Y9/18 S ALE: 1/ 4 1'— 0" .,ET S OF 0 0 ` W GENERAL NOTES 1. 2. 3 4. 5. 6. 7. 8. 9. 10. 13. 14. 15. 16. 17. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS /PSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 Al. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS /PSF) B.I. ALL AREAS 10 C. ROOF LIVE LOADS '* C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD IPSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS *0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD__TSF) F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.92 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD, B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. CITC \w/Af2V 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11, 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/.INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN, REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO 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 R5062.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER 34" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y? 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL, 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. Tlamben 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" 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 '/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32' APA -RATED O.S.B. OR 1/2 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SO. 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. a TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE *SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, DRAFTSTOPPING TO COMPLY WI FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WIN DSPEED/ EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. I @ 16" O.C. @ 16" O.C. I @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10`F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM'/:' PVC (SCHEDULE 40), INSULATED WITH'W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH'/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 05/18/18 i A R C H IT E C TS Deso2Grou . _ 1441 N. KUNALU KtAUAN ULM LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043RI PAGE: GENERAL NOTES rARCHITECT: STATE OF FLORIDA 120%9 D E: 7/9/18 S ALE:1/4"=l)-0)$ HEET N OF G ri 0'-0!' FIN. Fl_i;. 1� COLUMN �TL. 1 SCALE: 3/4 = 1'-fd' PREC,45T LINTEL (CENTERED ON 12" BLOCK) 12 " 50U,4RE GROUTED CMU FURR-OUT COLUMN FOR T,41PER 1(o" GROUTED CMU BA5E r cf� 2�'-11" BLDG. HT� 4" TRIM BOARD — ( T T'P.) SECOND FLR. BRG. W/ (o" HEEL— SECOND FLR. 1'-0 HARD IE — BOARD SIDING 4 TRIM BOARD — (TYP.) SECOND FIN, FLR. FIRST FLR. BRCx• FIRST FLR. HDR. HEIGHT, U.N.O. 8„ 4" WIDE RAISED BAND (TYP.) TEXTURE CEMENTIOUS COATING PER (ASTM C92(o) (TYP.) STONE VENEER FIRST FIN. FLR. SECOND FLR. BRG, W/ 12" HEEL HT.� SECOND FLR. HDR. _--IV — -- SECOND FIN. FLR. FIRST FLR. BRG. FIRST FLR. HDR. HE 16PT, U.N.O. FIRST FIN. FLR. HARD IE — BOARD SIDING 11-01, HARD IE SIDING – 4" TRIM BOARD T I� I I Ij li iI I!III� 4 TRIM BOARD I (TYP.) F_T7 F_ 1 J FRONT ELEVATION (ELEVATION M) SHINGLES (TYP) 12 REREAR17 ELE"VATION 4" TRIM BOARD (TYP.) TEXTURE CEMENTIOUS COATING PER (A5TM C920) (TYP.) ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 219 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 1.46 SQ.FT. REQUIRED VENTILATION AREA (1.46 x 144) 210.2 SQ. IN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 18 LF PROVIDED LF OF SOFFIT VENTILATION 41 LF 2ND FLOOR ATTIC VENT - CALCS AREA OF ATTIC 1726 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 5.75 SQ.FT, REQUIRED VENTILATION AREA (5.75 x 144) 828.5 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 828.5) 414.2 SQ.IN. OFF RIDGE VENTILATION AREA 115 SQ.IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.60 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 414 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 36 LF PROVIDED LF OF SOFFIT VENTILATION 65 LF A R C N I T E C TS Design Guro�r��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 C6 O E �O cc i� I I SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA i0 D : 7/9/18 S ALE: 1/4"=1'-0" SfiEET OF u mm mom. E 8 C6 O E �O cc i� I I SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FRONT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA i0 D : 7/9/18 S ALE: 1/4"=1'-0" SfiEET OF u C a SHINGLES (TYP) HARD I E BOARD — SIDING (TYP) 4' TRIM BOARD — (TYP.) SECOND FLR BRCS. UJ/ 12' HEEL HT.� — — SECOND FLR HDR IV_ -- HARD IE BOARD - SIDING (TYP) 4' TRIM BOARD (TYP.) - 12 SECOND FIN. FLR 5� FIRST FLR BRCS. FIRST FLR HDR _ HEIGHT,U.N.O. STONE VENEER _ 8 FIRST FIN. FLR o 5 I OFF -RIDGE VENT TEXTURE CEMENTIOUS COATING- PER (ASTM CS26) (TYP.) 12 5 I LEFT ELEVATION (ELEVATION M) SHINGLES (TYP) i )FF -RIDGE VENT OFF -RIDGE VENT TEXTURE CEMENTIOUS COATING PER (ASTM CS26) (TYP.) RIGHT ELEVATION (ELEVATION M) SECOND FLR. BRG. 12' HEEL HT. SECOND FLR HDR r m �t O, SECOND FIN. FLROL - FIRST FLR BRG. OL FIRST FLR HDR HEIGHT,U.N.O. 8 8 STONE VENEER FIRST FIN. FLR BOARD .lF rA R C H I T E C TS rm: gvr-r 14-vv1a FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 c!� BOARD .lF rA R C H I T E C TS rm: gvr-r 14-vv1a FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) UO DEL: ESTERO BAY (VERSION#02) PROJECT#�: 02997.000/043R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF ROPoDA S AI..E:1/4"=1'-0" S EET 2 OF 8 \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) UO DEL: ESTERO BAY (VERSION#02) PROJECT#�: 02997.000/043R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT- STATE OF ROPoDA S AI..E:1/4"=1'-0" S EET 2 OF 8 S Q . FT. CALC .' S 1St. FLR LIVING 1013150. FT. 2ND. FLR LIVING 1126 SQ. FT. TOTAL LIVING 2823 SQ. FT. 2 -CAR 4 TANDEM GARAGE 635 SQ. FT. ENTRY 116 SQ. FT, LANAI 100 SQ, FT. TOTAL 3614 SQ. FT. EXTERIOR MASONRY WALL BRC%. HEIGHTS EW R.R. W DOW CALC O COWPONEM AND CLADDNCI WND LOADS BASIC WND EXPOSURE FOR 3 SECOND (MUSTS CALL i SQUARE FOOTAGE WN/M DES MTM ZONE 160 WH WM 1 112 O.H. 5 24.8/-302 2 31 3080 DR. W/ 12' S.L. 4 26,9/ -29.4 3 19 (2)26 -SH 5 303/ -38b 4 34 (2) 25 -SH 4 26.9/ -29.4 5 34 (2) 25 -SH 5 213/ -352 6 34 (2) 25 -SH 4 26.9/ -29.4 1 49 608(4 S.G.D. 5 26.4/ -333 WIND DESIGN 7RITERIA A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VULT -150 / VASO.116 MPH 5. INTERNAL PRESSURE COEFFICENT. + .18 C. RISK CATEGORY -TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Volt DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. b 6 6' - 6' 0 LARCH DETAIL F.� iruz NOTE: PRIOR TO DRYWALL INSTALLATION ALL FRAMING MEMBERS 2'-0" FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ "BORATE' A TERMITE TREATED SPRAY 3 1/2" DBL. 2 TOP__ S-4 2x4 WOOD FRAMED 0 16' O.G. (_l)CABINET SECTION F 7.. 71-Q, nARCH DETAIL J 0 ARCH DETAIL 301-011 iol-oII 1 4'-0" 101-S" 15'-4" 8'-8" H5. rrP -E- (,2) 2s_su FIRST FLOOR PLAN ELEVATION M A R C H I T E C TS 4GiDesi n rou �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 q� F R/T C DINETTE j I o 9'-4' CLG. I I LANAI I � A I I 10' -0'x10' -m" II e A 11" Vf II 1 CABINET I 0 O I 101-011 CROWN I VMLS I r'1 FAMILY RM.` z• L I 1 0 16'-0'x20'-0' O W 9'-4' cLG. 1 O I I I cA p 2'-11° II 2'-1" I 4'-0" 51-0" -1'-4" KITCHEN CABINET 1- 42' HIGH — _ 9'-4' CLG, CROWN I `� RAILING - ' c=n F = _ _ MLDCs. I x4 POST 1—CAR ,d I TANDEM GARAGE REF. 4 -SH LSW. S'-4' CLG. 1 --_ LSW. 4x4 POST ---"T I R/T c O T• 4.14 z 4'-S" 8" 1' -lm" (L I cel I NC SBL. c<1 4.1 I I @ DINING RM. 0 _ 1R -15H PWDR. ---- DBL. STUD - 0 1 0 4 11'_8"xi0'_2' � I I 9'-4' CLG. 4 i i �t I Y d) �,/ - �,/ QULI ,?1 0 II ti z \ 1p �., Q -' MT. kCOND 1 \ �e ir_OND.� STUDY �w0 C1 4° I � 0 STSUD a _j,` CLG. ��' I WW r_ U 6 I , .. foo%� �" e 2 -CAR GARAGE (2) 26 -SH I' O S.2L. 2 _all -11 _011 51 -all K% SSLL//INTERLA ENTRY E BLOCK% w/ ADJACENT WALL 1 -' --------------- AND FILL SOLID •----- ------ LINE OF 2ND. FLR. ABV. -------- F_ � I� I TONE Ib xib CMU COLUMN STONESTONE 1 N L a 4 I m VENEER BASE w/ 12' CMU ABOVE VENEER 0ENEER 16'_0'x1'-0' O.H. 11-LI.N STONE lm' -S" �2'-4" I6' -m" 2'-411 VENEER 19'-4" 20' -SI' 71 40'-0' FIRST FLOOR PLAN ELEVATION M A R C H I T E C TS 4GiDesi n rou �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FIRST FLOOR PLAN rARCHrrECT- STATE OF FLORIDA D E: 7/9/18 ISOA-LE: 1/4 $$ =1' - 0'" 3 or 8 q� F o A Q A 0 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FIRST FLOOR PLAN rARCHrrECT- STATE OF FLORIDA D E: 7/9/18 ISOA-LE: 1/4 $$ =1' - 0'" 3 or 8 SECOND RA WINDOW CALCI- COWPONENT AND CLADDNO WIND LOADS BASIC WIND EXPOSUF E FOR 3 SECOND GUSTS CALL • FOorAGE DESIONATiON ZONE 160 MPH WILD 1 30 (2) 3050 -SH EGRESS 5 2"13/ -298 2 15 3050 -SH EGRESS 4 286/ -31.1 3 12 3040 -SH (TEMP.) 5 29.1/ -316 4 15 3050 -SH EGRESS 4 28b/ -31.1 5 15 3050 -SH EGRESS 4 28b/ -31.1 6 15 3050 -SH 4 286/ -31.1 i 15 3050 -SH 5 286/ -31.8 8 15 3050 -SH 5 286/ -318 9 15 3050 -SH 4 286/ -31.1 10 15 3050 -SH 5 286/ -318 _- --- 8 -0 CLG. EGRESS 1 cf) 11 6 2030 -SH 4 29.1/ -316 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) WLT -150 / VASD -116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 010 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 34'x60' FIBER3LASS SHM 401-011 41-2"z 11'-5" 12'-6" 101-4" , 04gp- SH (TEMP.) 0 0 SECOND FLOOR PLAN ELEVATION M LINE OF 1St. FLR. 5ELOUJ AItCH ITEC TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003326 3050 -SH N 1R -ISH IL EGRESS �,------� I CLG. s OWNER ;S SUITE W.I.C. 19 -6 x15 -2 TRAY CLG. \ N I I ' I I J I 1R -ISH W.I.C. 1= _- --- 8 -0 CLG. 8'-0' CLG. 1 cf) I QC AC I ^L ® 1R -ISN O 0 Q . LAV. O I T V� TUB r- — — — — BATH#1 I / � I L4/C \,k A 8'-0" GLG. �A/CJ ICONTL HK N �000000000� 4.1 0 9'-211 lYl m 42' HIGH RAILING >-0 4-0 BF. -0" 5'-0" 14'-4" BDRM.#4 LOFT 12'-0'x11'-2' 13'-8'x24'-6' 8'-0' 5" N DBL 0 STUD o� 0 3050-SH10 O EGRESS 3050-SH(9) 3050 -SH 4'-&' 5'-1011 5'-1011 4'-6' 20' -8' I SECOND FLOOR PLAN ELEVATION M LINE OF 1St. FLR. 5ELOUJ AItCH ITEC TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003326 7SU13DIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA 'o- � i, DA 7/9/18 SC :1/4"=1'-0" S EET 4 OF 8 �000000000� 7SU13DIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECOND FLOOR PLAN ARCHITECT STATE OF FLORIDA 'o- � i, DA 7/9/18 SC :1/4"=1'-0" S EET 4 OF 8 OPEN F6T TAIR DATA: SERS ® 7.57" EADS ® 10.00" 1" NOSE 42' NIGH 1/2 WALL i / 5I_ou W 00 M / / z / m / // / 2x4 PLATE 11'-S" r 3/4' KICK PLATE 36' CONT. HANDRAIL 42' NIGH 1/2 WALL (3) 2x12 S.Y.P. STRINGERS 2x4 REINFORCING 0 EA. 2x12 STRINGER SECURED W/ 12d 6'-8' O.C. GARAGE- STAIR SECTION: 9'-4" BRG. HT. 5CALE: 3/40=11-011 18'-834' 2ND. FLP, BRG. HT. 3/4' T 46s SUB FLOOR GLUED 4 NAILED 10'-8314' 2ND. FIN. .� FLP, 9'-4' BRG. HT. PRE -ENG. FLR TRUSSES SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO BE NAILED FROM BACKSIDE (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING 0'-0' FIN. FLR rA It C H ITEC TS wryuvvuuU, mad IOU PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �I'I'I'll'I �DDOOODOOOJ SUHDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT-": 02997.000/043R1 PAGE: STAIR SECTION ARCHITECT STATE OF FLORIDA DA : 7>40/18 SC :1/4"=1'-0" SHEET 4.1 OF 8 SECURE STRAP TO CONC. W/ (2 ) 3/16'x2" TAPCONS 3 1/2" TI CONC. SLAB SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 08x1 1/4 SHEET METAL SCREWS CONNECTION PAD DETAIL I Ir FOUNDATION PLAN NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 301-011 101-011 4" 24"x24"x12" CONC. PAD W/ (3) 05'S E.W. ON HB. I _i It CHAIRS MIN. 3" COVER ■ 2 r2 - 8 g 5A '%,,5A 5A .1-41111111111 0'-0" ELEV. 11 `„ r = I FIN. CONC. SLAB SLOPE ° PER FT. 6� C3 1/2" THK. 10'-0" 20'-0° 1C - -- - CONC. SLAB B 2 - — -- z IL 01 ISI I) m -P.) ELEV. li W ii -.. __ Z LL_ JII J FIN. CONC. SLAB "' I� r- -� 1" PVC CHASE Lpl I �Ir FOR ELEC. e 514 � L — _J 11 ISLAND I -5 1/2" I ■ '71_011 2'-.4 7I 211 6� ■ ICE MAKER 5 I 6A ROUGH- IN I I I 5A F II � 5A = OPT. 'BA II ° J cn r - REF. I 5A — CHASE UP TO ■ „ 2ND. FLR, A/C I LU -6 co it LL 5A wU�4 ZN \��\ 5A 24"x24"x12" CONC. PAD �� 5A W/ (3) 05'S E.W. 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ON 8" CHAIRS MIN. 3" 12'-0" 6'-8" 2'-4" 16'-0" ___....-- ----____- -- __..-._._. _._.__. 2'-4" COVER (3-TYP.) lel-.411 20' -all Ik 40'-011 7k FOUNDATION PLAN NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA I � )�'A� A& D # E: '&/9/18 S ALE: SHEET 5 OF 0 It .1-41111111111 Limmmomommo& SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA I � )�'A� A& D # E: '&/9/18 S ALE: SHEET 5 OF 0 TEXTURED CEMENTIOUS COATING (1) 5 REBAR VERTICALLY W/ GONG. PER (ASTM 0926) (TYP.) POURED CELL TEXTURED CEMENTIOUS COATING (1) 5 REBAR VERTICALLY W/ PER (ASTM C926) (TYP.) R-13 INSULATION MIN -- _ R-4.1 INSUL. MIN. GONG. POURED CELL TEXTURED CEMENTIOUS COATING R-13 INSULATION MIN. R-4.1 INSULATION CU 5 REBAR VERTICALLY W/ CONC. (U 5 REBAR VERTICALLY W/ CONIC. :I POURED CELL POURED CELL CV 5 REBAR VERTICALLY TEXTURED CEMENTIOUS COATING STUDS 16' O.C• MAX PER (ASTM C926) (TYP.) STUDS 16' O.C. MAX R-4.1 INSUL. MIN. VY GYP. WL. BD. z 8' CMU W/ CON(. POURED CELL R-4.1 INSUL. MIN. j I 1/2' GTP. WL. BD. � a � PER (ASTM C926) (TYP.) TEXTURED CEMENTIOUS COATING WOOD BASE I I/2' GYP. WL. BD. TEXTURED CEMENTIOUS COATING - TEXTURED CEMENTIOUS COATING WOOD BASE 8' CMU r. PER (ASTM C926) (TYP.) SECURE STUDS TO BTM. PLATE W/ J WOOD BASE PER (ASTM 0926) (TYP.) z w w SECURE STUDS TO BTM. PLATE W/ �- 1/2' GYP. WL. BD. 0. Q Lu SIMPSON SECURE BSPPLATE2T0 SLK W,/ } x9' 3'-m' Z $E TM G926) (TYP.) I Q I SIMPSON SP -4 • 32' O.C. MAX Q L &ICMU Z SIMPSON HIGH STRENGTH EPDXY 6' ry WOOD BASE BD I/2 GYP. WL BD. f ry ANCHOR BOLT W/ 2 WASHER SET IN w Y WOOD BASE _ a ID (] (a SECURE BT. PLATE TO SLK W/ x9' r ry 1/2' GYP. WL. BD. ANCHOR BOLT W/ 2' WASHER SET IN Q WOOD BASE l7 SIMPSON HIGH STRENGTH EPDXY b' EMBED. MIN. a 32 OG MAX. Q �p WOOD BASE co EMBED. MIN. • 32' OC MAX. O I �~ O � > U O REBAR 6'-0' O.0 WHEN �7 _ 5 REBAR &'-O'O.0 WHEN FOOTER a •, --- --- r ~ ;, > � FOOTER HEIGHT EXCEEDS 24' j t HEIGHT EXCEEDS 24' ABV. GRADE ll1 ABV. GRADE ? 7 f 0 __ ) 3 1/2' GONG, RE INF. W/ 6'xb' WL4xWl.4 Z z� 3 1/2' GONG, REIN- W/ b'xb' WWF OR F15EWESH ON Ili POLY z -- WL4xi WWF OR F15EWESH CONC., REINF. W/ 6'x6' o� a 3 1/2' CONC., RE INF. W/ 11 4 ETHYLENE VAPOR BARRIER ON 3 1/2' CONC., RE INF. W/ 6'x6' p 3 1/2" GONG-, REINF- W/ 6'x6' cn \-31/2' CONC., REINF. W/ 6'x6' ON 6 -MIL POLY ETHYLENE MAX. SLOPE x 4 MAX. SLOPE VAPOR BARRIER ON ' WI.4xWl.4 WWF OR FIBERMESH ON =.. W1.4xW1.4 WWF OR FIBERMESH ON x IF _ , � � WELL -COMPACTED GLEAN TERMITE � � WI.4xWi.4 WILF OR FIBERMESH ON - ^ W1.4xW1.4 Wu.F OR FIBERMESH ON - WI.4xWl.4 WI1JF OR FIBERMESH ON lr • BARRIER ON WELL& -MIL POLY LGNE VAPOROMPACTED -- • BARRIER ON WELL6-MIL POLY LCOMPAENE PCOTED t -I (I 05 REBAR CONTINUOUS WHEN - TREATED FILL• BARRIER ON WELL GOMPA6-MIL POLY ETHYLENE VAPOR - ' • • BARRIER pN(P-MIL POLY ETHYLENE VAPOR • • BARRIER pN6-MIL POLY ETHYLENE VAPOR WELL -COMPACTED GLEAN F - TERMITE TREATED FILL - FOOTER HEIGHT EXCEEDS 30' ABV. CLEAN TERMITE TREATED FILL WELL -COMPACTED CLEAN WELL -COMPACTED CLEAN @ (I) 5 REBAR CLEAN TERMITE TREATED FILL R' CLEAN TERMITE TREATED FILL a i i' " GRADE 3 1/2' CONIC. 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W/ b EeH ON WELRRIEGOMPACTED GLEAN z Q Q z= O I I TERMITE TREATED FILL m , N CURB HEIGHT VARIES l m U q• 6 -MIL POLY ETHYLENE • • 3 CURB HEIGHT VARIES co CURB HEIGHT VARIES CURB HEIGHT [n w - BARRIER ON WELL -COMPACTED 0 VARIES Z - 8` - (2) 5 REBAR ON CHAIRS U F 4r 2'-0" (MIN. __ CLEAN TERMITE TREATED FILL w _ ' N _ IN SLAB) 6� (I) 5 REBAR ON CHAIRS z L r O ILI4' _. _ w 3 1/2' GONG, REIN. W/ i1i Q ^ U f -� 4 ° w z p WL4xWI.4 LUWF OR F15ERMESH ON THICKEN EDGE > 4' a > z > zy` w I' -O' 6 -MIL POLY ETHYLENE VAPOR 8 3. r a z ? z BARRIER ON WELL -COMPACTED SCALE: IR'•I'-0' ^ Q 3 1/2' CONC, REIN. W/ b'xb' io t: 13 1/2' CONC., RE INF. W/ 6'x6' Q 5 REBAR 4IN LONG W/b' HOOK W1.4xW1.4 UALF OR FIBERMESH = WL4xWI.4 WWF OR FIBERMESH rp 3 la' CONIC., REIN. W/ b'xb' 0 • 24' OC, MM 24' IN SLAB GLEAN TERMITE TREATED FILL 1—STORY FOOTING • ON 6 -MIL POLY ETHYLENE ---- ON 6 -MIL POLY ETHYLENE WI.4xWi ULF OR FIBERMESH - = 3 8 B AT FRONT PORCHES VAPOR BARRIER ON VAPOR BARRIER ON • • ON 6 -MIL POLY ETHYLENE • • a 4' GONG• REINFORCED O --- (1) 5 REBAR ON CHAIRS WELL -COMPACTED CLEAN WELL -COMPACTED CLEAN VAPOR BARRIER ON FIBERMESN AT A RATE Gf .T5 SCALE: t/2'•I'-0' -- 4" 8" - 4' TERMITE TREATED FILL z ry TERMITE TREATED FILL WELL -COMPACTED CLEAN z Ibe. Y �u 4" 6' 6" 4' 6 -MIL POLY ETHYLENEARD VAPOR > 4 ILr TERMITE TREATED FILL >- u 1 4" CZ) 5 REBAR n - w 4' b b 4' _ 6' _ b' b' 6' BARRIER ON T. SCREEN O n 8' (3) 5 REBAR ON CHAIRS E > WELL -COMPACTED CLEAN FILL SECURE 8T. PLATE TO ON CHAIRS n U U 8'__-_ _ - (3) 5 REBAR ON CHAIRS _ 2'-0'(BORA_CARE) ENCLOSURE SECURE STUDS BILK W/ 1j'x9' ANCHOR (3) 5 REBAR GARAGE DOOR FOOTING SCREEN ENCLOSURE TO BTM. PLATE BOLT w/ 2' WASHER SET IN ON CHAIRS ATTACHMENT AS PER W/ SIMPSON SP -4 SIMPSON HIGH STRENGTH 2—STORY FOOTING 2—STORY FOOTING AT 2—STORY FOOTING 7 �+LE:1/2' MANUFACTURERS • 32' O.C. MAX EPDXY 6' EMBED. MIN. • 1—STORY FOOTING 6 A AT GARAGE 6 B GARAGE BLK. WALL 6 C AT GARAGE SPECS. 32' OG MAX. AT GARAGE SCALE: I/2' -I'-0' SCALE: 1/2'-1'-0' SCALE: 1/2'-1'-0' I 0'-0' FIN. FLR SCALE: I/2'■I -O' ip J 3 1/2' CONG., REIN, W/ = a • , 6'x6' WL4xWl.4 WWF OR SECURE BT. PLATE TO - FIBERMESH ON 6 -MIL SLAB W/ 1'x9' ANCHOR IV POLY ETHYLENE VAPOR SECURE BT. PLATE TO BOLT W/ 2' WASHER SET IN w BARRIER ON BLK W/ (1) 10d MASONRY SIMPSON HIGH STRENGTH PAVERS 6" O 4 8 4 WELL -COMPACTED CLEAN NAILS • 32' O.C. (MAX) EPDXY 6' EMBED. MIN. • `^ U I'_q• TERMITE TREATED FILL 32' OC MAX. 1 5 CONT. -m'. _ (2) 5 REBAR ON CHAIRS POURED LINTEL CONT. (TYP.) = 41 1 s' CMU FILLED CELL (TYP.) ry ST 5 REBAR SET IN 'SIMPSONBED HIGH - 1—STORY FOOTING 'c; z STRENGTH EPDXY 6' EMBED. MIN. Tjl�NCH FOOTING 9 _, ;; ., 2x WALL FRAMING ri PAVER AREAS 9 AT L.B.W. W UPLIFT (3..'X8' ANCHOR BOLTS or (314'X8' -- • 0 � SCALE: I/2' ■ 3 1/2' CONC., REIN. W/ • • ✓ J -BOLTS MIN. 6' EMBEDMENT W/ 2'X2'XI/8'~~� 6'xb' WL4xWl.4 WWF OR - 3 I/2' CONIC, REIN. W/ WASHER AND NUT SPACED EVENLY FROM z ry FIBERMESH ON 6 -MIL 6'x6' W1.4xW1.4 WWF OR u � FLOOR TO BOND BEAM. SET IN JOINTS i POLY ETHYLENE VAPOR Fo FIBERMESH ON 6 -MIL PRIOR TO FILLING. (SLEEVED ANCHOR IN 3 1/2' CONC, REINF. W/ 6'x6' 13 4` 8' 4' BARRIER ON n U POLY ETHYLENE VAPOR SOLID POUR ACCEPTABLE RETROFIT) LUTAAUTA WUP OR F15EWESH ON 0'-O' FIN. FLR WELL -COMPACTED CLEAN BARRIER ON q• TERMITE TREATED FILL 4' __ I -0 4 - WELL -COMPACTED CLEAN a • 11 POLY ETHYLENE VAPOR !2) 5 REBAR ON CHAIRS 8' TERMITE TREATED FILL GLE�ANIETEI� ITE WELL -COMPACTED �TEp _ (3) 5 REBAR ON CHAIRS ' " GROUTED BOND BEAM 1—STORY FOOTING 2—STORY FOOTING EXT./INT. FRAME WALL TO TYP. RETROFIT FOR VARIES PER ELEV. AT L.B.W. W NO—UPLIFT AT L. B. W. BLOCK WALL CONNECTION OMITTED DOWELS TIE VERTICAL REBAR h TO HORIZATIONAL Q w z , TO HORIZATIE AINA BAR SCALE: I/!'•I'-0' tJ B BGALE: i/1'•1'.D 1 SCALE: I/2'.1'_O• ALE: I/2'.I'-O' REBAR W/ 1O' HOOK T 1 U 6' PVC CHASE THRU FOOTING GROUTED BOND BEAM REBAR W/ 10' HOOK 8' VARIES 8' 1 -STORY VARIES PER ELEV. VARIES PER ELEV- �- ----- (2) 5 REBAR ON CHAIRS CAULK AND SEAL 2 -STORY z 3" 3' Yn (3J 5 REBAR ON CHAIRS r I___[_ _ _._ GROUTED BOND BEAM N , -__ (2) 5 REBAR • 1 -STORY __ � � GAS LINE ' /—OUTSIDE REBAR TO BE Y � - I ___ ' • (1) 5 REBAR VERTICALLY W/ CONIC. _,.... CONTINUOUS • POURED CELL _ I J' PVC SLEEVE FOR GAS LINE R-4.1 INSUL. MIN. - , � it a, cMu w a, CMU _ 1/2' GYP. WL. BD. p> `V - z WOOD BASE _ --- U I!Z' DRYWALL 2'-1' MIN _LAP y rn J 3 1/2' CONC., REIN- W/ 6'xb' SHOWER RECESS FOOTER ,� W1.4xWIA WWF ORF15ERMESH ON �. 1 0 WOOD BASE REBAR LAP AT FOOTING BARRIER ON WELL -COMPACTED CLEANOUT REQUIRED a CLEANOUT REQUIRED 6 -MIL POLY ETHYLENE VAPOR SCALE: I' -I'-0' B O CLEAN TERMITE TREATED FILL T FOR INSPECTION _ FOR INSPECTION 1J _ V RECESS FOR - -- - r ff _ T r_ S.G-D- TRACK f N 6" FINISH FLOOR ao b' PVC CHASE THRU FOOTING Y - 0'-0' FIN. FLR 0'-0' FIN. FLR m - • • TIE VERTICAL REBAR TIE VERTICAL REBAR w (1) 5 VERT. DOWEL TO HORIZATIONAL a _ - � '�, TO HORIZATIONAL Q a LAPPED W/ BOND BEAMiu I -STORY REBAR W/ 10' HOOK REBAR W/ 10' HOOK (V 5 REBAR AT CORNERSJ4'[(2) 5 REBAR ON CHAIRS „ W/ 25' LAP MIN. M O 118 [4' 2 -STORY ... (3) 5 REBAR ON CHAIRSu > F> HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT TYP. REBAR LAP REINFORCING BEARING CHANGE SLAB AT S.G.D. GAS LINE THRU BLOCK W BLOCK WALL E SCALE: I/2'-1'_0' F SCALE+ I/2'•1'_m' 11 SCALE:I'■I'-0' SCALE: I'•1'-0' C AT LINTEL - CORNERS A It C H IT E C T S Design Group �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT.#: 02997.000/043R1 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA 12079 DAT)M 7/9/18 ' SCIALE�/9"-1'—O„' SHEET 5 A OF 14'-4" - --------- -------- 211-411 C14 CA 25' - 4 0-) 4'- E lli ■\11 N cf) I (o'- 2 2 —7 (o'- .4 c( I 7 DOWEL PLAN. A R C H I T E C T 3 LONGWOOD, FL 32750 PH: 407-774-6078 FA Lm :X:407-774-4078 www.abdesigngroup.com . A 000 A#:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDAI DA : '� 9 /18 SCALE: SAEET IE) 5B OF U 0 .�a anima; SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDAI DA : '� 9 /18 SCALE: SAEET IE) 5B OF U 0 I L-5 L-6 (9 ; (2) 25-5H (2) 25 -SH _ __ - .- - � - I I I I I7 I -_ - ___10__17+��_ oil! iii -ii IIIIIIIIIIIIiii-IIIIIII01 � - ___ � __ , _L_ T ; : I - I I : I 11 I � I I �(Q0'gIIL11'''1I1I1i 'DINETTE 411 II CLG. I 0� I Il1l 1 i 1 0In!l�'�:: f0 1 � ___f__� lll�� .iT l� 101 I I ; I I � I I I I I FAMILY RM. -4" IIlI s. -;l � 0 11 �� [) I 01 b I I - I 1 I I , I f I - li I 1 1 1 ) (1x,I l i I 11 I �1 I � I - I �i ; ; - I '/ I fi ! I'I' 11 I � I I / I i i � I -b - I " - I 11 KITCHEN � _Il - ,. 1. -______� . "i cJ'-4' CLCD. I I I - II � �i 1 "[_ __ - I I - I I ----- - � I I I - � ' I L - I - - I ' ' - - - I I I I I , __1 1 . _ - , il . , � j - -_ -_ - - ��_�__ , , , _'j 11 I I __ -- . -1 ' I , ' i I I I , . . I -- - - ----- , I '. , _'. � � , . _. I.- - - I i I � F_ - , __ i I [ -I-- .1 - . �tl I I I I : � � I � i � I I I ! I I I l ! Il - II I I I I I I N, . I I l'PWDR. I 1 1 - = - - ` � . _ - \ - ! i I I � I ! I S' 4' L-4 " DINING -1 � CLIS. 11 ')� ! , _N � I . ...... - ____ 1, " S'-4" [LCs. \_ ,� I I I I I , � I I 1 I 11 , � i I I , I I ��, I � I I I, 1. c3'-4' l ___ F1 - j � �� __jT___ _____�____ - _] _� 71 - , - - - ___ - - - 7 __ I 'I I ��' I . _j 11 � I I ! i ! I - I I I I i u I I . _w I STUDY FOYER H I 1 : I I V-4" [LCs. I 9'-4" [LCs. "I I -CAR TANDEM GARAGE 13'-4" [LCs. : ]I - - I I � __ (TILE) ; 2 -CAR GARAGE1 C : : 4 : 13'- 4' [LCs. 1 , (9�� I � _.�. � ;a : ' 1 (2) 2i -SH I � I 8I "I I it L ... .... i MT 'a I I I I I i lT � _____1Il LI'll � I �_ - - - I - ------- 01' � � � I I : nL-3 : � ENTRY I ! r, _'), � � i c3'-4" ll I 1 � � ------- 9 CL_ 2 LINTEL PLAN I(0' -0"X I' -0" O.H. � - � 0 GENERAL NOTES: !. CC E5 L1, r_OZ-_�'. 51.J�L�-,'!Nc� CODE RE2EI,1`14L, OTW EDITION ��'01-:, 5E(--T;ONS R-402.. 4 R&Oe� 2 rLOR 1:e4 BUILDING CODE RESIDENTIAL 6TH EDITION 2011'.51ECTION& 1901.2 1 .1107. '3 51LIILDING CODE REaul[RE"ENT5 FOR REINFORCED CONCRETE (ACI 315 -CO). 1.4. AMERICAN 5CCIETY OF CIVIL ENGINEERS MINIMUM r,,E5]C.N LOADS FOR P51.ilLnINCFS AND OTHER 5TRUCTURES (ASCE 1-10, 1. CONCRETE: - ..I, CONCRETE CO"PRE55IVE 5TRENGTA4 41 LIE, DA' "5: : A. `=RE-C45T W/&TANDARD REINFORCE"ENT-4000 -5 ' I - .. - PRE -C451 w/FRE5TRE56 REINFORCEMENT 6000 FSI I I = � � GROUT PER 43TI-1 ,C,47e, - 300C F&I LU/ l,n,,,. 3/0" AGGREGATE, E" TC 11" &LULIP, .- REINFCRCiNG 5-1R5- "I 57EEL r -L11.( --ED ;N PRECAST LINTEL AT TIME Cr F-415RIC41`10N 4,57-1 ,:,615 [GRADE 60,). _ ' STEEL IN LINTEL AND <NCC<OUT ELOO< (PLACED N FIELD/ 45TI-1 46i5 (GRADE 401 FIRE-5TRES&ED 6TR4Nr1_5 451-M 4-11� 7 -WIRE, 5TRE56 RELIEVED 270 <51 2A. CET4IL REINFORCEMENT IN 4CCORr-14NCE WITH 4CI 315. 25, CONCRETING OPERATIONS SHALL COMPLY WITH AC[ STANE',ARD5, X T'1"5CNR'7, 31. DESIGN AND CONSTRUCTION 51A4LL CONFORM TO THE 5-ECIF!r_4TlCN OF Tt41z N"TIONAL CONCRETE t-145ONR' ,155CCIATION AND ACI 530^-05. 3.- "INl1`-'J1`1 ""SON -R" UNIT 5TRENr,T": F!" 1500 f-61, 2,3 1"O&PT_'R 5L,'^,LL 5E TYPE 5. 4. STRu TJR.-�L: 41. 2_1`17 L04D VALUES 4RE E345ED ON LINTEL& 1-l-1viNG .4 F_E4R[Nr, OF ?," ,WITH -' t'1lIN!t'1Ur-1 4CCEFT45LE EE4,RING OF -I' PER FLORID_ BUILDING CODE RE51DEN'14L alLl =-'I-ON I1011,, SECTION R606.14 OR FLORIDA BUILDING CODE RESIDENTIAL 5TH EDITION (201") SECTION 2104.1.5 EXTERIOR M,45ONRY I WALL BERG. HEIGHTS I ____ - nH'IF `�') 11 - . ---7 ,',.F h(,7k,�I,J,_; _4�LI°AL ' I(W! �c-, :[ ,)I.- 11�,. �, 3 ' � I - __ - ,-� , ��7_Ll_ - I - - - � I . _ LNTEL I I I---- -- : � _ SAFE L - 4TERAL LOZ5 SAFE LATERAL LCA��$ LIN EL I , FILF, I , PLF I I __ -_ � al DOOR 5' DOOR I 11 . Total Length Is LEADER LEADER' Total I a. - - I --- - _,�'I, I Type � '8' I Type 61 � � PLAIN i PLAN SOLID 11 I - - - I _____ P, - - - - I - 117.' I'll, I -10. .. � 11 _F 1 6call � 1, Precam I ls�a 1 - I I I � - -_ I - : 11 1 4 -O' Precast I - I I ; I P'�c.a't 11 1165 1 .�" � k-1 , _�" N I I I I I � I I � e44 I I 4'-O' I preca5t ': i l�,14 � ,T-2' � --- Fre"61; ! 8�_" : IS,] - 11 __ -ter---- �� 11 __ __ I - � - � 1 4'-4' I 4.61 ,t Priuet 213a 1.1116 I-------- Precast .- - -.--,. "e6 I Pr:u ('�� 1165 4-81 l� Pream See 1163 I I 4' -a - I - - I [------- ______ - I 11 1� -1 ca:� (150 i Ill 7 1`5'4" Freca3t ('66 _155 I � 5 .--- � - I � 1 5 .10' � Fracas: 54� 105 1 I el _8' : Preust 504 1 sb4 I I � !I I . ___ ' I ___ ii _ _.' ` - I I I 6 .4' !' Preutt ii 634 13� P'6�36t I 41' 1 la7 : '4 i I - � I ii � I __ i I, . k' 'I Precast i 61. l"?F I -_ Pre.ut - _ 356 i _ 6,64 - - I I . _7 � -a' i Prscmt 57a 11.111 Precast 286 �35 � _'�� -8' 1 - -2 - - - _ � 111, - 1. P'e.'w 44 '�3a I �'. I PrCCA.t 4.15 8"4 I 8_ , I'. I� Precast II 38, 8;4 1 - � ! a -4' i Prt,,aiIt I 3E4 745 1 i; � 1 F 9-4- - ,� P'�cd�t _ _ 2-1 ! 563 1 7-- --- - - I O'-6' Precaot 192 4*3 -1 ! I -41 PrecastI %I CIX - - 1 : -11 - I - - � , F�.U�t � : 54 1 164 54,1 - I I Precast I � : .& . Prall - _!43 1 E04 i F:3'.4' 3 .4. � I Precast 116 - 4C4 14 O` P,A,t �� I �- - - . 1 _117 - '48' Prestressed NA ii 541 - � � '5'-4' .4' Pr A est,essed NA I1 30: 1 : -- ! 7.4' -cWes5e�i NA 1 ' �13 I I � ------ - 11 P-t'. j NA I "', "c' -C' . P'nvd"sd NA. 1513 .11-41 Prettremed NA-- � 131 1 - __ -, I � , ,4" P,ewe5se NA I ZO - - - - - i� ..... - - �4 -01 ! P,emrfteed I NA I, '3 NR m Not Recommended L 0 T T 1 SCONCRETE [el' P.O. BOX 111255 WINTER GARDEN, FL 34111 PH, (401) il 2112 LINTEL NO. LENGTH TYPE: 9l-4# I BRIG. HT, COMMENTS L-1 11'-4" 8/3IIA,/NA- PRESTRESSED L-2 5'-10' 8/14-541xJ/(0)L RECESS -2A I'- l _L &_(Iu/(I)L L -21B 12'-0" alill)JI(l L -2C 6'-4" 5116-S-Ci,ul(OL L-3 11-61 81111I)JI(I)L. L-4 11-(' . I 0 91I(0_5_(I)11(IA_ L-5 11-6. 0116-5-(1,ul(UL L-6 11 -Il 61111l)l L-7 7'- ro " &IIII)l -1 101-6" 8/16-541x1/(Ix_ I 10'-6-T - a/IIlAj/(DL I , - r T- A0 (O L&W - -T U V).'a LLj I (' V * 1 I$ -1 _Awl 8/8-s-(1) CAW .5 8/6 -S -,I, =-,,-j #5 NOMINAL WIDTH/HEIGHT OF LINTEL PLAIN OR SOLID LINTEL [8/16-P-#U/#L] I No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3111" /-(I) #5 CONTINUOUS _(1) #5 CONTINUOUS 3a, 3 Ia. / 16 /�8"X16" KNOCKOUT BLOCK 16 _ /-8"X16" KNOCKOUT BLOCK -__r / I _.i.- - .k- / - ."A .-.. .. . - ," '&-.. I - . I I 000 PSI GROUT - . .... . . 000 PSI GROUT . . . . . . . PLACED IN FIELD) .. PLACED IN FIELD) .:.. I .!"k �, TOP BARS: �' ef d)m . . .. . dz0Q . - - . , r- , r- . . TOP BARS: . . ..... SEE . . ...: .. SEE SCHEDULE ' 116• 'i z - *-'4':: 1. . ..•.:1 , . . .. . - . . . . . . . . . . . . ' . - ... 4 * " "' 4 ** , " , *' , "" , , '* * * . . . e P C ...:, , 4 . . . . .. . (1) #5 CONTINUOUS _ (1) #5 CONTINUOUS -ICj--- . -- . � . . -,•. .... ... '• 7/32" � . . . "I• 7 32" STIRRUPS AT 4'-O" cc - ( I . ", *** . .. 'A �IW STIRRUPS AT 4'-0" cc 'im --m ... .. '&w - -IQ 'f E OR WELDED) r- U) . BOTTOM BOTTOM BAR - SEE SCHEDULE (PRECAST) � I- ,_ (P I . "] I -- _ SCHEDULE I 1 (2) STRANDS 7/16"-- 1i" 12" � 1 121. 121. 7 WIRE STRESS RELIEVED MIN MIN IN MIN. 270ksi PRESTRESSED CABLE 7j' 7j' I . 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST PRESTRESSED ..____ -_� ___� � AH[ � N�) � i TABLE N. L� IF i pl, I,�F nI�,-,i 4 - - .,Illi' N I ''AIC I WAI- TZ-, ,�F_,P(Ir�j(_� - L � I ______ - _,,,-i IF, 1. , - (,!�L LILILL ," i_').AJ; -/'r,"'( ;I!;-- : � : l I NIr"K:[,', 1 �A: (IFI L ' �;. I I WI,jlj(" _':"'['-' fF - ! I , - I I l I I� � I 1, ' L❑i,', f � L -_1 H - - , T -_ -- ., I . --- LINTEL CLEAR LNTELT)PE LINTEL STEEL UNFILLED6F4VITI I GR414TI UPLIFT UPLIFT LINTEL CLEAR LINTEL TYPE -_ __ LINTEL STEEL - GR4vIT1 GRA/1T) UPLIFT , JP� !FT I LENGTH SPAN r4PACITT CAP4r';Tl CAPACITY CAPACiT) LENGTH SPAN __ I C.APACIT� I CAP4CIT) CAPACITY CAFAr[Tj 50TTCM BAR TOP BAR (0 -5L (I 5U (95L ([,5U (I 51_ , I,W,U (I -5L (.MSU 507TOM BAR I TOP BAR CAPACITY � L,15L_(O "5U I(] 15L I I w,U (1015L. (I)SU ,I �51_ (.1)I`SL[ _770� 1.61 P�C'46t ___(f)_-: _ (�1-2 _i 0000 c6by- cocc , , -in -_ -00 _1)c . PRECAST 10900 Occo 10000 -10000 _v. I -�" PRECAST � '.1 , .:, � �.' j 4245 ' 8525 L 2 �2' (� � 2 � 4�) _ �. - ----- 8c13 T1a_09_ � _3'41 , - _.. _ - , - a3l 1 63, 4aS -01 ", ' I ': -2 -161 � I PRECAST I. ,2) 4. 10000 a1314 1-61 I -11 - PRECA�' �' 1: I '�')4.5 - � 4el�' 4 . ... - - __ Occc � 4-0- � -a, PRECAET �.' I -�' I '.1) r � ilea � I -_ -Ili _4 -6. I .. PRECAST ('.) `2 12 I 1� 3'11. 91(11 659� IccCc _ - - __ I - . 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I _!, -_ ___!U7 LREC45T -_ - - _Ic' PRE 46T .1) .: : , :'=..._ ' , - ' 0 � (1:t`2'C 1119 lie 4'-."' : .'-IC' PRECAST "I.2 -,2)q �3c'E' e,43 10000 . . , ___ - _�. - PRECAST , , I `:' (")12 '1653 el�9 5566 ___ r 3% M36 -77-1- PRECAST __ _".')"-2 ,2112 25�� (1.131 5150 . 1 12* -, 3-0, �2 1-� 1230 Inc 5�36 5% 4 -4' PRECAST - �)�j __ - . 1 ..4" - ___ .. -, - -0 4'.?' L_ 3��4` PRECAST �2) `2 1 (2) � bob 1061 1 loal � ___ - _�� .. ___��pa - ...I- _ _ I— � - -1 _ � _a. '2' h - -_ , S -a'_ _ 4,4' PRECAeT 2).3 - _� � - E98 � F4(, a 6 - OC%-.__. - _-10-11. 51 -al 4.4' _. fFECAV �2) P3 - ___ W-2 3514 3810 3,21111 104' - - � _.... - __ � _ , 6 �. ' �,'-&' 5 .4' PRECAST 0)" � l' `�' 4Ea 93 6� bpa "w 6 -ell �'- 4' PRECAST (1,1-4 -, 1j) " T _ . ��' 1.11�pl 1 '25�' "M _____ - - --7:i-- . .11 , . ..' -_ � _.__L7_ , ____L_ � 11-61 __b ---V PRECAST r^ , -4 r'.1 1 -2 315 568 56a 1 1� 41 1 6 PRECAST (2) -4 ,2!'" .'Ica 1 71ce lit 45 ; ,.1 19 - '�� - L .v I - - I --- - ! 7.4. � I � . 5-8, PfkEc.�S- , �" .4 �:.'' - I LIP I 480 48C �11 � 54� � a a �I PRECAST ').4 1, �' __ ln� I 171LI ' CLT ; 11�5 � - ' a -I' PRECAST , i 4�- - ___ ' - __ t I , , i io� ---- 1 LIP 415 45 ?- ; I �' I -.I 12: " -- � a 2) -A � . . I 1 �6 : '314 1 150S � -a' - , __ - __ - I I � 6 - A, I L. 1 516 ! 41 - � __ __ __ ; 3P' ' . . .4 ...". .. .:.. . ' . !I 4% . Am I- * �....' .. .i . 7r I& r- ' * - " * ' ' ' * .. ' ' * - ' * *' ' * *4* .- ... - .'k I'm � _ - - . �. ... , _ 'k . . :.. I . . . - . t .. . � k Am . . • .. .rA . . .. . � r- �.. .: Inle) . . I'- ' , ' .. . . ... ... - . , .. .. . . • � i .4 .. - . .. . . . . . . ... . .. . 11 . 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LONGWOOD, Ill 32750 PH: 407-774-6078 FAX:407-774-407 www.abdesigngroup.com AA #: 0003325 SUIBDIV. & LOT:'1 KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: LINTEL PLAN (LO TTS ) L mmmoill ARCHITECT STATE OF FLORIDA ' 1 3`11L A 11 2W 12079 DAAIIE: 7/9/16 s LE: 1/4$)= 1!1_0') SI!ftEET 5C OF 0 r) %__IF -1 SUIBDIV. & LOT:'1 KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: LINTEL PLAN (LO TTS ) L mmmoill ARCHITECT STATE OF FLORIDA ' 1 3`11L A 11 2W 12079 DAAIIE: 7/9/16 s LE: 1/4$)= 1!1_0') SI!ftEET 5C OF 0 r) %__IF A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 0 'U C6 N E 10C SUBDIV. 8c LOT: KENSINGTON RESERVE (LO'..[' #43) MODEL: ESTERO -BAY (VERSION#02) PROJECT#: 02997.000/04381 PACE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA AUL 1 � JA AW�1 12079 LL DA E: 7/9/18 SCALE: 1/4"=1'— U)) SHEET �� D OF U O U W q c q n2 , *d 'q cp Z" N cn E 0 'U C6 N E 10C SUBDIV. 8c LOT: KENSINGTON RESERVE (LO'..[' #43) MODEL: ESTERO -BAY (VERSION#02) PROJECT#: 02997.000/04381 PACE: LINTEL PLAN (CAST -CRETE) ARCHITECT: STATE OF FLORIDA AUL 1 � JA AW�1 12079 LL DA E: 7/9/18 SCALE: 1/4"=1'— U)) SHEET �� D OF U EXTERIOR MASONRY WALL BRCS. HEIGHTS L-5 (2) 25 -SH 9 (2) 25 -SH I DINETTE 9'-4" CLCz. I fI-E � ,SII II I KITCHEN 1 9'-4" CLCD. II I I I� DINING 9'-4" CLCx. STUDY e'-4" CLG. (2) 26 -SH FAMILY RM. 9'-4" CLG. m _- (TILE) i� i 8�A /MT. i _ 1 r ENTRY 9'-4" CLG. • I -CAR TANDEM GARAGE V-4" CLCD. 2 -CAR GARAGE '-J'-4" CLG. LINTEL PLAN REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL - NT (PLF) 8 X 32" COMPOSITE LINTELS (PLF) 8" X 1 6" COMPOSITE LINTELS i - _._ -1 SAFE WORK( _ -- CAPACITY UPLIFT - - , A LOADS NG LOADS CLEAR r LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY - �- UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR (j -UPLIFT LINTEL TYPE j LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT CAPACITY CAPACITY CAPACITY LINTEL CLEAR 1 (0)#5L 1 #5U 1 WIRE / BAR CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U LENGTH SPAN BOTTOM BAR j CAPACITY CAPACITY CAPACITY (I)#5L (1)#SU (0)#SL (1)#5U DETAII'U' DETAIL'V' DETAIL' &'V' DETAIL W (0)#5L (1)#5t (1)#5L (1)#5 (1) #5L (1)#5U ;(1)#5L (2►#5U - - - - ! DETAIL W DETAILV DETAIL'K' 3,6 2-2' PRECAST (2) 04.5 WIRE 2 No. 10000 10000 1Do-- 0001 0 1 _ DETAIL 'H' &'J' 0" V-6" PRECAST (I LJ -- s -" I PRECAST 2 04.5 WIRE 2 N (2) No. 3 10000 10000 10000 10000 -_ (1 _ - ___ 10000 ; 10 $ 10000 100 t- ---- - _ - �- 4'-0 1 2'-8" PRECAST (2) D4.5 WIRE 3' 6" 2'-2" PRECAST (2) 04.5 WIRE (2) NO. 3 10000 10000 10000 10000 2 No. 10000 _ )0000 -- 10000 10000 - r. _ �� 4'-b 3 -PRECAST I1) 04.5 WIRE -(2) No.3 10000 10000 10000 10000 ! 4' 0 _ 2'-8" I PRECAST. _ (21 ) 04.5 WIRE 1 (2) NO. 3 �- 9550 I 10000 10000 10000 4'-8" _3' 4 R CAST (2) 04.5 WIRE (2) No. 3 - 9576 10000 _- 10000 _ 10000 4'-6" 3'-2" PRECAST (2) 04.5 WIRE 2 NO. 3- 7207___ 10000 9863 _ 10000 54'_ 4'-0 �- PRECAST (2) D4.5 WIRE- (2) -No. 3 7009 10000 10000 1000)0 4' 8 3 4 I PRECAST (2) D4.5 WIRE (2) No 3 6614 - 10000 9053 _ �10000 PRECAST 12) 04.5 WIRE (2) No.3 - 5700 - 10000 10000 - 10000 1 5' 4" 4'-0" �__ PRECAST (2) D4.5 WIRE 2) NO. 3 _ _ 4843 -6687 6635 7320 7 6'-6" 5'-2 __ PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 _ 9263 10000 5'-10° 4'-6" PRECAST (2) 04.5 WIRE (2) No. -3__ 3940 5211 5402 5641 6 6'-2" PRECAST iI (2) 04.5 WIRE (2) No. 4 5748 10000 _6723 10000 b 6" 5-2" PRECAST - (2) 04.5 WIRE (2) No. 4 4350 4350 4225 4314 7'-8" - 6'-4" PRECAST T,__(2) D4.S WIRE (2) No. 4 5473 1 9564 6402 10000 7-6" 6'-2" P PRECAST (2) D4.5 WIRE (2) NO. 4 3206 3206 3063 3183 2 D4.5 WIRE ---- 8-0 6-8 PRECAST _ O _ 2 No. 4 4978 8706 5824 10000 1 7'-8" 6'-4" PRECAST (2) D4,5 WIRE 2 No. 4 3071 3071 i 2916 3049 j- - � __ - L 1 _ -�-- - 8'-4 T-0" i PRECAST (2) D4.5 WIRE (2) No. 4 4546 7957 -5320 10000 8'-0" _ b'-8" PRECAST (2) D4.S WIRE 2 No. 4 _ 2831 2831 - 2651 2811 - 9' 8'-0" PRECAST (2) 04.5 WIRE (2j,No. 4 3536_ 6205 4141 7410 8'-4" T-0" PRECAST (2) 04.5 WIRE 2 NO. 4 2625 _ �2625 � 2421 �__ll 607 10 6" 9' 2' PRECAST (2) 04.5 WIRE j2) No. 4_ 2725 4798 - 3194 -- i 5322 9'4" 8-0" - PRECAST (2) 04.5 WIRE 2 NO_4 _ 2153 2153 1881 39 11'4" 10'-0" PRECAST (2) No.3 (2) No. 5 3615 5348 2699 _ 4424 10 6 9-2 PRECAST (2) D4.5 WIRE (2) NO. 4 1777 1777 1448 1766 12� l0'-8 j PRECAST - (2) No. 3 -- (2) No. 5 _ 3191 3670 -_2379 3894 �' 11'-4" 1 10'-0 1 -PRECAST (2) No. 3� 2 No._5 --1568 1568 1222 1568 - - - 12' 6" - 1 i'-2" PRECAST (2) No. 3 L(2), No. S 2_2669-- 2174_- 3572 -__ 12' 0" 10' 8" 1__ _ PRECAST (2) No. 3 2) No. S I 1439 1439 1075 _ 1439 13'-4" 12'-0"- PRECAST (2) No.3 2 No. 5 2535 2961 1884 3137 ,_. 12' 6" 11 2" PRECAST (2) No. 3 (2) No. 5 - 1354 -- 1354 981 1 1354 _ 2278 2698 1691 2856 - 14� _ (2) 7/ 16 strand + - - - - - 13 -4" 12 -0" RP ECAST (2) No. 3 (2) No. 5 232 - - 1232 _849 -fi - 1232 14'-8 13' 4 PRESTRESSED (2) No. 3 (2) No.S -- 3326 3326 1829 2919 14-0' 12 8" PRECAST (2) No. 3 (2) No�.5 1149 1 1149 760 1149 - - - _ (2) 7/16 strand + -- (2) 7/16 strand +14-:8----- -- - - - No. 4 2 7/16 strand + 1419 1419 850 14' 8" 13' 4" PRESTRESSED (2) No. 3 O 1347 15 4" 14'4PRESTRESSED 121 No.3 I 3031 3031 1666 2702 (2) 4 ' 1291 1291 � 775 II (2) 7/16 strand + 14 0 PRESTRESSED (I o• 3 1270 174" 16' 0" PRESTRESSED (2) No. 3 2 No. 4 2346 2346 1290 2210 I- -- _ _ (2j No. 4 - - 1 15 4 (2) 7/16 strand + + 17'-4 16'-0 PRESTRESSED 2 No.3 (2) 7/16 strand I I O 993 993 600 1084 20'-0" 18'-8" PRESTRESSED (2) No. 3 1737 1737 959 1778 2 No. 4 19'-4" 18'-0" PRESTRESSED T-1865 1865 1029 1869 _ 0 2 7/16 strand +(2) 7/16 strand + _ 2 No. 5 , � _ _ O 19 4' 1�-�O- PRESTRESSED 12) No. 3 1035 1035 478 936 (2) 7/16 strand + 21'-4" 20' 0" PRESTRESSED (2) No. 3 (21 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 961 961 446 872 1 (2) No. 5 1516 1516 839 - 1620 _ 2 No. 5 - - - -- - (2) 7/16 strand + 22'-0" 20' 8" PRESTRESSED (2) No. 3 1(2 7116 (2) No. 5 strand + I 787 1551 21� 20'-0" PRESTRESSED (2) No. 3 12) NO. 5 834 834 390 763 -- - _ 1420 _ -1420 t 22'-0" 20'-8" PRESTRESSED (2) No. 3 O 720 7 24'-0" 22'-8' PRESTRESSED I 12) No 3 (2) (2) Nstrand �-- 1250 125 658 i ._ - -- _ - -- - 2 721No 5 6 trand + --_ 20 36 _ 716 - - C► 24'-0" 22'-8" PRESTRESSED (2) No. 3 2 No 5 642 642 306 599 -- -- A Y & .UPLIFT SAF AD (PLF) -- - LATERAL SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER ILINTE8"x8" RECESS DOOR HEADER TOTAL CLEAR DOOR- L LINTEL STEEL 'STEEL L-�ERAL SAFE LOAD TOTAL CLEAR DOOR (LINTEL TYPE LINTEL STEEL TOP l LINTEL LOAD LENGTH SPAN SIZE TYPE BOR WIRE / PLAIN SOLID LENGTH SPAN SIZE WIRE/ BAR BOTTOM G #SSOLID(I(0) L #5 O U III) L #5 (OU (0) L #5 O� IUD (1) L j GRAVITY SAFE LOAD UPLIFT SAFE LID BOTTOM � � PLAIN Pi�QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.O, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: 9'-4" BRCS. HT, COMMENTS L-1 11'-4" 8/36-S-11x1/CI)L PRESTRESSED L-2 5'-10' s/14-S-11x1/CO)L RECE65 L -2A 1'-6" S/16-S-lix{/CI)L L-25 12'-0" s/1�-S-11x1/CIJL L -2C �o'-4" 8/16-S-Clxl/lIX L-3 -1'-6" 8/16-S-CIxJ/CIx_ L-4 i'-6" 8/16-S-Cixa/llx_ L-7 T- b" 8/16-S-Clxa/C1)L L-8 10'-6" 8/16-S-Clxl/llx_ L-9 10'-(0" S/Iro-S-C1xJ/C1)L BAR DETAIL DA' DETAIL DB' gqR -__._ #5 1 U111- -- -- - i DETAIL'DA' DETAIL'OB' i DETAICDC' 1DETAIL'DB' &'DC' IDETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 - - -- - - 3'-8" 2-4 2'-0' PRECAST (2) D4.5 WIRE (2) No. 371597 9 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" l PRECAST (2) D4.5 WIRE (2) No. 3 1386 1410 _ -- -- - 4'-0" 2'-8" 2'-4" PRECAST (2) 04.5 WIRE j (2) No. 3 1801 1801 1483 1483 4'-T 2'-10" 2'-6" ''I PRECAST (2) 04.5 WIRE (2) No.3 1259 1259 4-2„ 2'-10' 2'-6" PRECAST - (2) No. 3 - - (2) D4.5 WIRE 1473 1668 i 1668 1376 1376 ---- j 4'-4" X -G' 2'-8 PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 - 4'-4' 3'-0' 2'$" PRECAST 1 (2) D4.5 WIRE (2) No. 3 1367 1553 ( - _- - I 1553 1284 1284 4'-8" 1 3'-4" 3'-0" PRECAST O 4'-8" 3, 4„ 3;-0;i PRECAST I�WIRE (2) No. 3 1194 1363 '(2) 1)4.5 WIRE (2) No 929 929 fi 1 1 1363 1131+1,131 PRECAST (2) D4.5 WIRE 2 No. 3 559 559 5;-8„ 4 4" 4 5' 8 4-4 4PRECAST (2) D4.5WIRE(2) No. 3 864 995 995 831 1 6-8 5-4 5-0PRECAST 2 D4.5 WIRE 2 No.4 606 1097 -- -- f -- - - 1- l -- --- - -- 6'-8" 5' 4' 5'-0" PRECAST 1 (2) D4.5 WIRE j (2) No 4 662 816 816 650 654 7-4- 6'-4" 6'-0" PRECAST 1(2) D4.5 WIRE (2) No. 4 498 863 - - l --- 7'-8" 6' 4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 I 669 669 462 537 - 9'-8" 8'-4' 8-0" ,PRECAST (2) 04.5 WIRE 1(2) No.4 ! 294 510 -- - ' 8'4' 8'-0" PRECAST GRAVITYS&WIRE UP(LIFT4SAFE9LAD489 PL; _ _489 � 261 II 393 I -- _ . I TYPE DESIGNATION 8"x32" RECESS DOORHEADERF) GRAVITY SAFE LOAD UPLIFT SAFE LOAD P -PLAIN LINTEL/ QUANTITY OF #5 BAR AT CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP !LINTEL STEEL F TOTAL S - SOLID LINTEL LOWER LINTEL CAVITY LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)u(o)LI#s(1)u(1)L 1 #s(2)u(1)L [8x16-P-1L/lU] I �__-_- #S n1�11.1.4- I DETAII'DU' , DETAIL DV' �DETAIL'DU'&'DV' DETAII'DW' 3'-8" 7-41" 2'-0" PRECAST (2) D4.5 WIRE (2) No 3 10000 10000 10000 10000 NOMINAL WIDTH - QUANTITY OF #5 BAR AT . NOMINAL HEIGHT -I UPPER LINTEL CAVITY 4-0" 2-8 2'-4" PRECAST ;2 D4.5 WIRE (2) No. 3 0030 ! 10000 10000 10000 I D4.5 WIRE l0000 l0000 10000 ��4"'. 3'-0 2 8" PRECAST (2) 04.5 WIRE (2) No. 3 8654 - 10000 10000 10000 3'-4' 3'-0" PRECAST (2) 04.5 WIRE (2) No. 3 7102 10000 9 '75 10000 {-- I � l 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 6 8 5'4' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 532310000 4103 10000 (2) D4.5 WIRE L -(2) No. 4 3810 10000 2929 9691 9'-8" 8'4' 8 0 PRECAST (2) D4.5 WIRE (2) No. 4 2202 I - -... 1 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) "-- - -- - -- x16,� RECESS DOOR HEADER GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT TOP LEG BARS: TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL _ (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE / BAR BOTTOM BAR I --- 2° 1 #5 CONTINUOUS REQ'D. SOLID 1 SOLID 1 ##5 Ij LIj M L i SOLID c" 1 1 -- - #DETAIL DHL #5 (1) U (l) L #5(2) U (1) L DETAIL DJ DETAIL DH & DJ DETAIL DK rUn. PER STRUCTURAL PLAN -7/32" STIRRUPS AT 4'-0" cc 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 Am uW � (TIED OR WELDED) �-- �.. BOTTOM BARS 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 SEE SCHEDULE --- - f a 44" 2'-10" 2 6' I PRECAST (2) 04.5 WIRE (2) No.3 4032 10000 8687 9503 1 2 4-4" 3'-0" 2-8" PRECAST (2) 04.5 WIRE 2 No.3 i 3647 9133 7835 8173 2 O " ��- „ (2) D4.5 WIRE (2) No.3 2990- 7025 6382 4 3'-4" 3 0 PRECAST (2) D4.5 WIRE (2i No. 1819 4139 3839 6382 NOTES: 1. MINIMUM COVERAGE Of STEEL- 1.5" - 5-9, 4 4 4 -0 3839 -J 2. MIN. BEARING REQUIRED AT EA. END - 4" g 5'-4" 5'-0" PRECAST 3. STANDARD FOR REINF. STEEL - ASTM A615 6 _ (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7'-8" 6'-0" PRECAST (2)04.5 WIRE (2)No.4 2292 2292 1918 2121 TYPICAL LINTEL SECTION 9 -8" 8'-4" 8'-0" PRECAST (2) 04.5 WIRE (2) No. 4 1563 1563 1113 1455 PRECAST CONCRETE GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT TOP LEG BARS: 8"x12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP 1 LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD (1) #5 CONTINUOUS REQ'D. LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR OLID SOLID SOLID PER STRUCTURAL PLAN PLAIN #5 1 U O L' #5 (1) U (01 L 1 rim _ j O () #5j1jUj1)L #5 (2) co 7/32" STIRRUPS AT 4'-0 cc DETAIL'DE' DETAIL'DF' DETAIL 'DE' &'DF' DETAII'DG' �rj,lp �'"� (TIED OR WELDED - _ 1 -..: J - - BOTTOM BARS 3'-8" 2-4" 2'-0" PRECAST (2) D4.5 WIRE 2 No 3 3764 6455 5635637 Cl) -- SEE SCHEDULE (1- - 4-0" 2-8" 2'4" PRECAST (2) 04.5 WIRE 1 (2) No. 3 2970 4965 4401 4401 2 2 4-2" 2'-10" 2 6- PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 44" 3-0" 2 8 PRECAST _j �- - rt---- (2) D4.5 WIRE (2) _No. 2400 4030 3607 3607 NOTES: _ - -- _- 1. MINIMUM COVERAGE OF STEEL - 1.5" 4-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 l 1966 3390 3053 3053 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 5'-8" 4'-4" 4'-0" PRECAST (2) 04.5 WIRE (2) No. 3 1193 2290 2085 2085 TYPICAL RECESS DOOR HEADER SECTION j 68' S'4' 5-0�- PRECAST (2)D4.5WIRE (2) No, ! 1764 1763 1578 - 1578 - - -- E�L _ -- PRECAST CONCRETE 7 $" 6' 4" 6'-0" PRECAST (2) 04.5 WIRE (21 No. 4 1409 1409 1188 E 1267 I 9'-8" 8'-4" 8'4" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 I i A R C H IT E C T S Design Group ��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: LINTEL PLAN (QUALITY PRECAST) FARCHITECT: STATE OF FLORIDA 3vk 1 � 'O DA - ';Q/9/18 SCALE: 1/4"=V-0" ET S�'HEE = � O F �ommo��mma� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: LINTEL PLAN (QUALITY PRECAST) FARCHITECT: STATE OF FLORIDA 3vk 1 � 'O DA - ';Q/9/18 SCALE: 1/4"=V-0" ET S�'HEE = � O F HEADER SPAN CHART HEADER 51ZE5 PER CHAR I U.N.V. SINGLE STORY APPLICATION 0 1 '"! N JIL J ,..,' r1!L, 0 JIL , !� 1 I I IE �II >�_.T 1, ][A] CONTROL DATE. Ol-L71-15 " CLEAR SPAN SIMPSON USP DBL 2 x 8 5'-4' TO 1'-0' DES. MET..-16� FFASTENER»' 1450i�,-I'Cd DBL 2 x 12 10'-0' AND OVER 1/ I -PLT '6` I6d -FLY lU5F IC) ICd x 1 1/2" - NO I6d OPTION! SIZE 1 930 UP TO 5'-0' 16-18 1800 O . PLT U 5P_ 'IC' ICd I DBL 2 x 10 111 TO 8'-0' 1900 W-0' AND OVER AT EACH END OF HEADER =6d :-PLY USP NO '6d OPT CN) � LY_ Z- HET.:. -16 HET .O _ _._� laic 1310 ._. HT- 16 1615 -- e- H74 0 161,. � __- [9> ICd I-PL3 6d PLT' U5P O' CoII /-'_NO ,6d CPT ON ) " T I (9 ICd / I I I -PLT 18, 'bd PLT USF IO) .101 IOd / I„' I- � IOd PLT USF - 164 PLT NO 6d U°'TIOW 6d OFTION - —_ - - - II II II II LG'-: _. .15C �_. FLO(o LUGT-2 1915 _- r1) - 1 4 2 '%4' ITEN J PLT 'U5P BLK 5 I,'»' WB. WOOD ! 16' loci --- _ _.. -- in GET":,_ -2O 2480 NO USP CONVERSION FOR 5IMP5CN DET4L-2C 13Oci x I I/7, I PLT 39(15 MUGT 4000 iI) 5/8” AT,R. IN HIGH STRENGTH EPO/T MIN, 12" EMBED .:! ICd TO WOODUSP: (28' ICd TO U) 0711 MGT HGT-- I 10930 ! HJGT9365 c2' Si4' A,T_R. IN 1-II1Gu 5TRENGTH EPO/T iMIN C' EMBED, i161 IOd TO WCCD (USP= WOOD (3i ICdi _ - HG7-3 + 10530 _. 3.4' ATR. IN HIGH STRENGTH EPC/`.- ;MIN. C' EMBEC).'16) ICd TO WOOL 'USP = WOOD 3? Ica) J1,7 35 1 9365 LGTS-5452.5 3:35 LUGT-3 5330 (17) $D151/4',.,1!2' TO GIRDER (4) 3.8" x 5' TITEN HG TO WALL NSF- CCNC 41 3/8' / 5" WEDGE BOLT, WOOD (17) Wl .... _._ TO WALL 1710 PARALLEL i _TA2 �... 1425 FERPENDICULAR TC L -TA 1555 (IC) lod x -lit' 15P: 'IC ICd / I I_ W WLLL , _ VGT 4940 NO USP GCNvER51CN FOR 5'�-FSON vGT (11 513' AIR IN HIGH STRENG'H EFC I- 'MIN. 17' EMBED,' ('6)-5DS %4'x31 TO WOOD c3) /GT T135 f7) 5/8' A,T,R, IN HIGH STRENGTH EPO/T MIN. 17' EMBED),, 32) -SDS V4'X3' / 2 PLT" NO USP CONVERSION FOR SiMPSON I.,) VGT1 MTS -IC loco MTW I2 1595 (141 IOd x 11/2" (USP: (14) ICd x 11/2',(14) 10d1 HTS -16 1150 HTW 16 1660 (16)106 / 1 1/YU5P- (16) 106 x I 1/?', (16) 10d) ._-'TS-:C __- 450 c,4` !od 1i2' __ ... - ('USF 24- IOd ;::' '.'^ 'cd` HTW 7C 045 HT5_4 _. HTW 2» 7045 1450 (24) co x I ?• iJ5P 4 IOd 1 1 2. (:0) !Cd: LSTA-12 925 LSTA 17 91c 110) ICd U5F 10, 106 1 1235 LST" IS U5TA-18 P36O 114, IOd U5F 14) ICd 1 114)10d USP I»'IOd 5 4 I -- �40 a rl3` ICd uSF 3' 10d MSTA-3 0 d. MSTA .. 60 i .. MST.. _J6 1 05o 050 -_ - i22110d U5F- __!Icd USF ( 6) IOd - f— MST 36 32,CO KST1 736 3000 i- 26b 1 od I U5F '361 IOd 1 12' MST -. <751 48 4250 - 43) IOd r -.�,, - --- -- _ . U5F 43' Cd I - - -- - -- --- H6 950 845 EFTA 6 G .,PT 4 li 1595 945 1 13) Sd TO PLATES b' 8d TC STUDS NSP , 16- 8d 1/2',, 16) 5d; I !ICd I I '" T STUDS USF 6 c C STUDS -_-- - SP4 A'4 9S MP 4 ..^ 410 W ox1 14' ed ! I/ TC BEAM 147 8d I I/'�' TO POST U 8d I I O POST. e. 48, _ HGF2 HHCF' 101 � - ��'10dr L,._C U5F, (ICI O RUSS -IC ICd / � 1 C TOPLATE __.. 645 q 1340 - RT 16A 7130 ;, T✓, ATE ( 181 IOd x) 1 2' USP -"9J 100 _ o TR 55 ICo ,/ ✓D,7 HGJ4 4565 PHG 4A 4535 T N H - I/4 - 7 10. 5 5 I r I H A EG RCD, U 5 WAS ER2 FL 0161 SDS 3 O WOOD, G " Wi RE D - I M I H (lo' WSW W SCREWS U5P: 5B 4TR M N. 1' BEG SET IN H G STRENGTH EPO/7 OOG E E 5110 'GT yi G15TFGx 10 UBR 1/5' EMBED SET IN HIGH STRENGTH EPC/T ^� //8 TIHRU-BOLTS BOLTS W/ THRE�GEG ROD, I I NUTS,'WASHER/'FUSE-. a ABU "' �_ ._CC 6665 -AU 41 '515 - 6115 T4TRlMINO7' I IN N T ' U Sib ¢. N LIG- OTR-NG'H EPO/G N EMBED,) CONIC 6D, O WCOG S'ME 45 51MPSON - 1.1000 ABU 66 2300 RAIL; 66 X535 13815 (I! 5/8 AT.R ''N HIGH STRENGTH EFC/T 'MIN. 7' EMBED, IN CONIC '1'16d_TO WOOD JSP: SAME A5 51IPSON LTT19 ... 1340 LTS J ^ ED, IN TO WOOD U5P: SAME AS SIMPSON CK O (� Q - LTT2016 •.+ "7T-' N7T5 _ 150C »•155 5090 - 2 10e �T010P IICS W77-451 4.165 NTT45 0 -- -- "--" I II) 1,7' ATR. IN HIGH STRENGTH EPC7T (MIN. 1' EMBED'..) IN GONG. ID )!Od 7C WCGD _, 1 EONIC 13,10EICd _ - , USF * 4' ATR MNG7 TRENDBED IL E N HIGH STRENGT1eFP0/l `!I 5/P,' AT.R. '.N HIGH 57RENGTH EPCx MIN. "' EMBED - IN' CONIC SG -IO x '"0P: :C) I6d Y U5P HAS MORE NAIL OPTICN5 :Oi IOd 10) !old. (2 I6d i x;." - - I ) I -.. / t IN HIGH oTR N H POxT 'MIN. l EMB v. IN G^NC 6) I6d U5P C 6d / S 8 A R E G E E, - USP HA5 MORE NAIL OPTIONS 113. Cd, r 8) 101 I I/1.101 IC, NHGQII-SG'S 7.5+ 11510 UPHD 11 I:'C9C 1 4 (I! 1' ATR. IN HIGH BTREN67F1 EPCx'r (MN IC EM5ED.! IN CCNC ^i' WCCG SCREWS U : _ W53 WOOD SGREW51 66.15 TDX IC 5110 _5F cI , _,'V AB IN HIGH 5TRENGTH EA.C/ MIV 1' EMBED-. U Cc C. S UG BOLTS To WCCG u3 3 B HG 'B 1 I T -l l M -M � I. C.M.U. � I. '4' L! %;4' ^ 7 IN HIGH STRENGTH P x IMIN 6. 5 E BEG EN N G U O 3 SIMPSON. .. R. E O 4TR. IN HIGH STRENGTH EF -011, !MIN. 615' EMBEDMENT) IN -M U. F4CE, , 18 IICd TO 1514 M MBHA SSh/IL'17, 34'5 6330 NFMSSFI2U 3165 1130 USP: II . J -BOLT W/ MINIMUM 6: EMBED_ NOT �E55 THAN 1" FROM EDGE OF CONC W' 3/4' DIA ITW W = -_ HJSC-»'.2 'u10CC 36:5 ' LUG -410 � GMU ). � 1810 HUG 10-2 'CMU) 1310 - , F ) 60 LR 0 -- 3265 `.ROOF; 5085 5035 _ HUS»I IF .060 HL 410. IF 1905 HG:IC-71F1905 7 0 F R, - - - JI 5 ROOF!- ' 15 RAMSET/REDHEAD CYN4 BOLT 5LE 15E T- T EVE ANCHOR OR EQ. W) MIN. 5" EMBED, DEPTH INSTALLED IN THE FACE, -- (10) 161 r0 HEACER 10.' 16d TO WOOD 'JSP SAME %-S SIMPSON p ! _ (IS) V4 x ;4' TITEV (9 ER FLANGE) TO CMJ ) 10 Od TO WOOD r U5P 8 I 3' W59 SCREWS C Cd _ O WOOD (18) 1;4 x _ S/4" TITEN (9 PER FLANGE' TC CMU IC) ICd TO WOOD NSF' .1.131 1/4 r. 3" W53 SGREW5 110) 106 TO WOOD. HUC.M 10-3 (CU: 1310 1 4000 HC210-31F 1905 1 3115 1 (18) I/.. 3/4" TITEN 9 PER FLANGE) TO MU (10) 101 TO WOOD, U5P' (18.) -4' , 3" W53 5GREW5 IC) IOd TO WOOD LGJM26-2 -SG5 130 5595 NC UP GCNvER510N FOR SIMFSO 5 PER FLANGE/ TO CMU, r».1 (4' 3:'8' d' T TEV HD 4NGNORS/4' / 1i2' SG'S 5C¢EW5 TO WOOF; x N LG ,.M26-: -SG5 /7 HIGH STRENGTH EFC I) = SMF—SON 'SET EPO/.T'-TIE", CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN PPRCV•.L PR�OR TO SUBSTITUTING FOR SIM LAR E -C.", PRODUCTS OR JSP - CIA ,• r-.4£31`✓E ANCHORING 5'1 STEMS. WHERE 4NCHOR FMBEGM£NT IS GREATER THAN 7 DEEP, THE VERTICAL CE_L. IN CMU WALL MUST BE FILLED SOLID w! GROUT. ''Od COMMON N4IL5 CAN BE SUBS'ITUTED WITH ICd / 1 I_" NAILS IN CONJUNC71ON WITH 4 23 : REDUCTION IN THE ALLOWABLE LOAD. WR'T'EN APPROVAL FROM THE _'RG --EC- IS REQUIRED FOR T-113 APPLICL'ION 4'OR TO !N57LLLAT!CN. D .+ MINIMUM EMBEDMENT INTO THE TOP OF 4 BCNGBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" to W i L7.R = A -3C1 ALL THREAD ROD, ;S'ZE PROTECTION TIRE, LENGTH, ETC_ vARIE5) OBECAUSE OF THE WIFE '"RIrTT" OF MATER14L5. LOCATIONS. AND CONDIT''.ONS THAT PIAT AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PCN515LE FOR MAKING SURE TF,AT THE PROPER CORROSION PROTECTICN 15 U5EG WHEN US NG- STAINLESS STEEL CONNECTORS. USE STAINLESS 5TEEL FASTENERS. WHEN USING ZM4x / HGG GALVANIZED CONNECTORS. USE FASTENERS GAL✓LNIZED PER ASTM -4!53 U5E OF EXPANSION ANCHCR5 WILL BE EVALU4TEG ON AN INDIVIDUAL BL51S AND ML,5T LA/E WR'TEN AF'PRCV4L FRO^^ 7LE ARG -ECT/ENGINEER OF RECORD PRIOR TO USE. ALL CCNNEC70R VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C401�' "HIGH WIND -RESISTANT CONSTRUCTION C-HWC9, AND ANCHORING 4 FASTFNING 5T'STEM5 FOR CONCRETE c MASONRY CATALOG C-SAS-COI"1. HEADER SPAN CHART HEADER 51ZE5 PER CHAR I U.N.V. SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TU)O STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2x8 5'-O'TOIII DBL 2 x 10 111 TO 8'-0' DBL 2 x 12 W-0' AND OVER 2 x 12 Ii SYP) 1/16' OSB (TYPJ NAIL (3) 12d 'a 111 O.C. TYP. 2x12 BM./HDR. @ ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-11 1/2' -1,-111/2, AND UP NUMBER OF HEADER STUDS II �� II II II II II II SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 = AT EACH END OF HEADER 1 II 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, URO: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROORFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRG. HEIGHTS cJ'-4" BRG. LOAD BRCS. WALL Lu a) C14 U- LL- U- U_ U- U_ U- LL LL U- U- U- LL LL U_ IL II IT- - II II II II II II II II II II II II _ _ �"; II II II II II II II II II II I = _ _ II II II II II II II II II II II II II II II II III I 1 1 11 11 11 I I i II II II II _ II I II � II II II II II II II II II II 11 I) I I I � � _. -- iH II H II 11 II II H H, II H II FLOcJG II II II �� II II II II II II 1I = II (I = I FLO6 = II II II II FLOG = FLO& = II II II II I II II II II II II II FLO(o M W II II II II J 'i 1 II II II II II II II II II II II II II II II II II _ _ TRU55 TO 4X4 I II POST W/ (2 ) - - ' HTS -20,1I TO SLAB W/ NTT -4" �I LBW LO FL16Cx LBW FL04 - TRU55 TO 4X4 POST -(2) U_ DBL. STUD LBW LL - FL03G _ = HT5-20 4X4 POST TO _ I SLAB NTT -4 �F - - FL02 - - - - - _ - - - - - - II -- — — - (2) 2x8 HDR W/(2) JACK - - -- - - - --- - — - I 4 (2) FULL STUDS FL02 = _ _ _ _ I �I 1 FL02 = _ _ _ _ FL02 = _ _ _ _ _ _ _ 2X6 LEDGER SECURE TO FL02 = TRUSS WEBS W/2 'X5' LAG BOLTS 2' DIA WASHERS 6 24' ^ O.C. MAX h'Itl FL02 = - _ _ _ - _ _ ---- --------------------------- ---------- 3 i _ 001E _- _- II- , — - � t _ _ -- ---- ---- ---- ---- ---- ---- ---- - -- r LEDGER BY BLDR I 1 II II II 11 I I ( II II , I ' I I I I I II II II I ( II..1.1 -.I 1 I � II II II II II II 1 i II II — �I II II 1 � U I II I -y NOTES: w 0 8 8 8 0 8 8 0 ®SECURE 2ND FLR STUDS TO FLOOR TRUSS 00 BELOW M MSTA-30 @ 32" O.C. ®SECURE 2ND FLR STUDS TO FLR TRUSS W/ MTS -12 @ 32" O.C. FIRST FLOOR FRAMING PLAN mr FL l IE _ = FLIO I II _ = FLIO _ = FLIO — - FLIO II _ - FLIO i. — - FLIO i - _ FL 10 FLIO DBL STUD = I FLIO = FLIO - FLOcJG _ = FLOE O r = FLOIG = ! FLO6 = FLO6 _ - FLOG = FLO& = FLOG _ �I FLO(o 7 --------------- _ _ _ _ _ _ - FLOG - FLO& A _ _ _ _ _ - FL20 (2) HETA-1(o A FL20 r----------------------------- ------------------- _ FGIC D6 II II II it II II II I m U W l II (2) HETA-16 vQU I All IF Ill 11 p O D D D OD Q D O D 0 A R C H IT E C TS Design Group-nc . LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA M 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA HEET 6 OF 0 z m on O Cdr W U W UJ q, a ti W W a q A Q a a W v) D A Os O SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA HEET 6 OF 0 HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION CONTROL [DATE. 01 -OI -IS 'HEI) 1"�-� CLEAR SPAN 1 /,� � L III�J UP TO 5'-4' SIMPSON USP DBL 2 x 10 -1'-0' TO 10'-0' DES. UPLIFT' GRAVITY DES. UPLIFT GRAVITY FASTENER 1450 DBL 2 x & rTET4-16 HTA 16 -I�j 1400 (lJ Od , 1 1/2' 1-PL1', (6J trod 2 -PLT". (U5P X 10' 106 X 1 1'"' - NO I6d OPTION' DBL 2 x 10 &'-4' TO W-0' DBL 2 x 12 8'-0' AND OVER AT EACH END OF HEADER 1 1985 1 /101106 r I I',` I -PLY (USF- (IC) CoIR I I;:"' 900 __.. � 1-4' 166 Li �-JSP. NO 166 OPTION) -. � HETA-16 181p _._ HTA 16 1615 _. - I �9. IOd , 1 PLT, (8, 166 F'LT USF (10, ]Cd 1 Vd", NO 16d OPTION HET4-2O 1810 � LT" 2,c. 16.15 1 x US I , g- IOd i 1/:' I -PLY 8' rod F C! IOd 1 1/2'. NO 16d OPTION 1 2035 (101 'Co '^" I-P,L'. USP � IC' X00 x. 1 � c-.�-� - _ SCO 3110 I_ i 2FLY USF NO 16d OFTION) , 66 LG7 150 -I-T-21015 -.. _. _.. 7) - 4 I's TITEN, 2 PL' rU5F 5LK (5? I(4' W5, WOOD (16? IOd c/) DE___ _ -2C 2480 NO U5P CONVERSION =CR 5 MPSON DETAL-2C IF' - ICd x I '12 -Li Q- .� MG7 1 --._ -- - --- - - -- ---.. -- 1' �'8 �?R, 1N HIGH STRENGTH EPOii MIN. I 'cMEEG 2) ICd 7p WOOD U5P, (:8' iOd TO .LOCG' �T.�SDa1.5 10080 HUGT-2 0�� TR IN HIGH STRENGTH EP Xt "USP: WOCD ICd' 1TITEN 6L IDd .+G 3 0530 _ I HJGT-' 9,6�--- .- 3:'-4 ,�.'R. iN .XGJ, 5TRENG?u EPDXi N. 1, EMBED 'I6.' 106 r0 WCOD (e, JSP, WOOD /8) IEd? of LUGT-3 �OOG ;,o � r x. _ _T f I'"' 7 � HDBEC W4OND_ (1� 3/8' X S' WEDGE_BCLT. WOOS. 12= W525? GPIRC4 R10d 8112" TWALL O 10428 -- U LTA. PERALLEL 1 11 TO LPTA F55 IID)SCd r1-1/2' xJ WALL VGT 4940 ) 5/8' GT.R. IN HIGH STRENGTH EPCX� !MIN. i2" EMBED', l6 ?-SDS 1/4'X3" TO WOOD NO U5P CONVER5ICN FOR 5It-1P50N V(:,T 7185 (21 VGT NO U5P CONVERSION FOR SIMF5CN (2! vGT (2J 5/6' A.T.R. IN HIGH STRENGTH X EFCY" (MM IN, 12' EMBED) (3." SD5 I/4'X3' / : FLY M75-1- - 1000 --- _ - I"TW 12 15'5 (141 ICd r 1 I/2' _-- iUSP 141 10d - 1 I/2" (I4) IOdI H75-'6 1 1150 HTW I6 1660 - (16) ICd /2" USA _ 6' IOd / '-(16 IOd, -_ - _ _ .. _ HTS O 1.150 . OOS . U5P 24) 1od r 1 11. °, (20' 1od) HT5 4 1450 � 21 HTW 4 ��W�O -- 045 .. — _ 1' ]Cd x i I/," < USF -,41 IOd r I I/2', f,C' IOdJ -5 _ST4-t8 o� -1..35 -_-1315 _-- -- - LSTA 15 o�_ 1360 _.. -- t 1Q1 1p� 4 sP C' Od (14) ICd - - 1,5P '14) Co MSTA-18 _- h'I5T4-18 .. 1315 (14'106_ _ USF. '141ICd 16408 �O O G -�... ..MST i coCd JSP 18 IOd _ _-_ -- _ "5% _30 .h U -30 : -ICd USF '.� IOa Q MST °6 `• l4C 525 ----. _ USF, r!6 1Od _._... -_-- -/ ) C5C - I`15TA-'6 - K5T 1238 6 lOd I I 36' cd 1 is 36-' -- � MST .. 8 5065 a KTS 1 S,O. 10d `„ - -_ 'O x 1 ;,.. '4?'; ..d _U5F JSP. 8 Od r 1.46 0SO 5P4 8F� -. LFT4 6 SFT 4 --- 1595 915 (8) 8d TO PLATES, ! 81 8d TO 57UDS I U5P 16 8d I t22", (16 86 1 STUDS-- u5P 6 106 1I/ TO$1 UC5 -- -. _--. c 6 � ICd I I/;" TO STUD .. `3» MP 4 (4i 8d i ' O c (4, Ed x Ili.' TO P05T. UdP _ T005EAM 't.- 8d . I t' 70 F05T -.95 1 -_ z OTO -... - -- _. x � x x PLATE Od �TO RT�6A NIC^: 3.10 _ . I eC -_ -__ 15) 1Gd . 1 I/2' USP i 9' ICd r 1 I%:" TRUSS, (a I Oad I/ I"yTOvPATE vG7 A HD'J-: 4565 PHD 1A 4c3g (16) -SGS 1 r3" TO IllOOG ' IO -565 - 1.1" W! THREADED ROD. �'_ ) NUTS/W45HER/2 PL` A U5P: 5'8' A -R MIN'. 7'EMBED SET IN .+IGH STRENGTH EPCXi 'O' W5W' UJOCG SCREWS vG- HG7B 1940 TD,, 10 5110 'Ib 1-SD5 /1'xj' TO WCOF), -3/1 5TUD' BOLTS W/ THREADED NUTS,WAS14ER2PL7" USP: 1/5" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY (1) 718" THRU-5CLT5 45U 44 JCO _ 6665 PAU 44 -- 5 5 6714 - _ (U 5/8 WOOL JSP, SAME AS SI"FSG'N EF-O;,f IN. IN --. _.... HIGH STRENGTH EPC./` MRENGTH o woe--' .A-.,T.R. 1' EI-I5ED. IN COCNC (1,A66 TO PSON V1 ..• ._ LT- ISE _ __.... _.-. TS 9 -1%4' 4T.R, IN NIGH STRENGTH EPDXY (I`11N. I" Et-BEC.I IN CCNG B)IOd TO WOOp JSP: SAME A9 51 M MPsoN � y ` ---.'_.. _C. _.— O 0 LTT_OB 1500 QTS O5 TICS 1 AT IN HIGH STRENGTH TO (I Vl" 4 GTH EPDXY, rMIN. 1 EMBEC_ IN GONG (10 Od COG' � � USR 3/1' 4TR MIN 7' EMSED SET IN HIGH 5TREN�TI-I EPCX`-. (10., ICd :IC' ICd 1 --� - (, Q HT7» »455 HTT5 5090 477»5 HtT45 4165 5430 USP/ MC R� N 111/ CFTIONS IN LGH1 u(EC CEd O! IOd MB GJ N©OFN.d. ,'IE SvIO x -JSp •.! i66 r ." (1! 5/B• AT.R. IN HIGH STRENGTH EFCX1 (MIN. EMBED 2 ' :- 7 ,) IN CCNG (26J 166 X, . i/2' NSP E, 166 x U2'7 15P uA1 'Cd, '28' IOd I -I .. r 2 I! HD7B1-:.5 •---Y. 66145 - - - -- „PHD II - � TDX 10 12090 1 5110 -- -- --- RMORE a 61TRENG'� E OYT1 IN ca SO 5 (11 V8' 4.5. IN HIGH STRENGTH EFCYY, ICMIN I' MBEF,,) IN J CONC. (3) 3/4'�kSTUD BOLTS TO WOOD USP: �.) 1/r BOLTS' 51t-If50N. 111 3/4" A.T.R. IN HIGH STRENGTH EPO✓l, (MIN. 6.15-' EMBEDMENT IN C.M.U. TOP, (1) 3/4° ATR. IN HIGH STRENGTH EPCXi (MIN. 615' EMBEDMENT' IN CM.U. F4GE. (IBJ=Od TO BEAM "BHA 356!11_5 34'5 533E NF"35X12U 3165 1130 1R1M5ET;REDHE"C U5P, i J /2' J -BOLT Ll MINIMJM 6: EMBEc_ NOT LE55 THAN SROM EDGE OF CONE W.' 3 4' CIA -w O <n DINA 5CLT 5LEE /E ANCHOR OR E^. w -,IN 5' E 5Er-, DEPTH NS'ALLEP IN THE FACE. .660 FLR) -- ROOF'-. L i CDI HUSC41; WOCDJ 3635 NU54121F 'l5SO (FLRJ 306E -- ROOF (10> 1(,6 TO HEACER. (IE) trod TO WOOD USF- SAME 45 511-IP50N HUG410 CMU` I 131E 5085 HD410 IF _ �.. .. 1905... 31'5 TITEN i? PER FL4NGE, TO SlIb :10' 106 TO WOOD iU5P'. 18 1 x. 3' 'WS3 SCREWS 10' CoITO 5E85 --.- HUCIO-2 CMU' 181E HC21C-[IF - 1005 3115 (IS% I!4 3'4" TITEN (5 PER FLANGE TO CML 10. 1„d TO WOOD ,USP: (13 I 1,L* WSJ _CREWS, (IC.I Cd TO WOOD -_- HUr- O-3 tGMU� 1810 4000 HG'210-'IF � - 3115 _ 190°. J15J SCREWS (IO) ]Cd TO WOOD 18' I/4 .-3 4' TITEN (9 PER FLANGE) TO GMU 1101 IOd TO WOO( 1.1SF': (16 I/1' x 3° -- -._ �GUM26-:-SD5 143E 5595 NO U5P CONVERSION FOR SIMPSCN LGUML6-2-SD5 4' 3;8' x. 4' 77EN HD ANCHORS (2 PER FLANGE) TO CMJ .1. 1/'4' x 2 I'2' 5E,5 SCREWS TO WCOD p\j HIGH STRENGTH EPDXY = 511"IP50N 'SET EPDXY-TIE". CONTACT THE 41rCHITECT/EN1,INEER OF RECORD FOR WRITTEN 4PFROv41- PRIOR TO SUBSTITUTING FOR 517 --!LAR EPDXY PRODUCTS OR U5P - GIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT .S GREATER THAN 7' DEEP, THE vERTIC,4L CELL IN CP^U. W4LL M„5T BE FILLED SOLID ., GROUT. Cd COMMON N41L5 CAN BE SU55TITUTED WITH 100 x I V^_" NAILS IN CONJUNCTION WITH 4 23°: REDUCTION IN THE ALLCWABLE LOAD WRITTEN APPROVAL FRO" THE ARCHITECT 15 REQUIRED FOR THI5 APPLICATION PRIOR TO IN5T4LL4TICN. .. M''NI11UM E^5EDMENT INTO 7.1E TOP OF 4 BONDBEA" WILL BE 5' MINIMUM EMBEDMENT INTO THE FOJNDATION WILL BE w f- 47.R.. 4-3C1 ALL THREAD ROC' (SIZE, PROTECTION "PE, LENGTH, ETC. VARIES) O BECAJ5E OF THE W,,GE VARIETY OF MATERIALS. LOCATIONS, ANG CCNDI710N5 THAT MAY AFFECT CONNECTORS THE CONTRACTOR "UST BE RE5-ON515LE FCR -"i [NG SURE -.A7 THE FROPER CORROSION PROTECTION 15 U5EC WHEN USING 5T41NLE55 STEEL CONNECTORS, USE STAINLESS STEEL F45TENER6. WHEN USING Zr-4x,/ 14E C GALV4.N:ZED CONNECTORS ..5E FASTENERS GAI ✓AN]ZED PER 457^'-4153 USE OF xP4N51ON 4NGHORS WILL BE EV4LUA7EC, ON AN INDIVICJ41- B4515 AND MUST HAVE WRITTEN APPROv4L FROM THE "RC. CT/ENGINEER OF RECORD PRIOR TO USE. .ILL CONNECTOR VALUES BASED ON 51MP50N "WCCD CCN57RUC71CN CONNECTORS C-:013' , 'HIGH WING--RE5'STANT CONSTRUCTION CLJOO. AND ANCHCR'NG + FASTENING 5T'5TEM5 FOR CONCRETE 4 MASONRY G4T"LOG HEADER SPAN CHART (HEADER SIZES PER CHART, U.N.O.) SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x & UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 -1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TIDO STORY APPLICATION DOWN STAIRS 51ZE CLEAR SPAN DBL 2 x & UP TO 5'-0' DBL 2 x 8 5'-0' TO &'-4' DBL 2 x 10 &'-4' TO W-0' DBL 2 x 12 8'-0' AND OVER 2 x 12 (02 SYP) 1/1&' OSB (TYP.) NAIL (3) 12d EI &'-8' O.G. TYP. 2x12 BM./HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-I1 1/2' t AND UP NUMBER OF HEADER STUDS O SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1 ° HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U°N°0: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM, OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE NOTES: ® SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ MSTA-30 @ 32" O.C. I TRU55 TO 4X4 POST LU/ (1) HT5-20 P05T TO BLOCK LU/ HTT-4 TRUSS TO 4X4 POST LJ/ (1) HTS -20 (SOLID BLOCKING MUST BE POST TO BE CONTINUOUS DOLIN PROVIDED BETLUEEN SUB FLOOR TO TOP OF BLOCK LU/ HTT-4 AND TOP OF BLOCK) U U U -ri -ri -ri -ri -ri -ri -ri U U U j I . II II II II ` J L L L 1—[ —1 II II II I I I ( II I I II I O �J = II II II II III II II II II II II II — II II II II - I I I I TRAY CLG, n —T W X CY i I , I{I IIS' RIDGE 0 CNI (V 3 22� - - - - - - ATTIC ACCESS T - TRUSS TO 4X4 POST LU/ (1) HT5 20 POST TO BE CONTINUOUS DOLUN Lll TO TOP OF BLOCK UJ/ HTT-4 = _ _ _ _ _ Gil CJ3 CJ5 AOI G A02 Ami A04 Ams AOro Ami AOS A0l AOro A05 '404 A03 A 0 2 1 '�jU 11 II II II l II II 11 501 o CJ3 =<�� II II II = + _ _ _ _ _ = BO�o �L 2Gil I VI@ JII� n it call '-t- 005E III(nI7'I' F III(�'I� III II CV n u n II II a II 1 tQ fQ al LQ r r- (,CJ3 i D5 I I I II I I I U U CJI II II II II II II II II ' GJ1 U DBL STUD 1 - I D5 ,?�� u U `!i `) a) Lo a) I I LINE OF IST. FLR. BELOW SECOND FLOOR ROOF FRAMING PLAN. TRUSS TO 4X4 POST LU/ (1) MTS -12 POST TO BE CONTINUOUS DOLUN TO TOP OF BLOCK UJ/ NTT -4 A R C H IT E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE ( LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA z SC LE: 1DATA": SHEET 6. t OF U O d U W a z � 0 � a O G U W w W� a Q A I co � W W � O <n co p\j O O ' I' co a) SUBDIV. 8c LOT: KENSINGTON RESERVE ( LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA SC LE: 1DATA": SHEET 6. t OF U A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#,: 02997.000/043R1 PAGE: T 71 i ,CT1 k DETAIL ARCHITECT: ATE OF FLORIDA 12079 - l • S CULE: 3/4"=l' -O" SHEET 0 OF .�mom�mv� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#,: 02997.000/043R1 PAGE: T 71 i ,CT1 k DETAIL ARCHITECT: ATE OF FLORIDA 12079 - l • S CULE: 3/4"=l' -O" SHEET 0 OF ELECTRICAL LEGEND L Fsy DEFINITION NOTES 110V OUTLET EQUIPPED GROUND FAULT INTERUPfER (TAMPER RESISTANT 2823 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 8,469 TYPE) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. IIOV FLOOR EQUIPPED W/ GROUND FAULT ® OUTLET INTERIPTER (TAMPER RESISTANT RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 TYPE) WATER HEATER 4500 II0V SWITCHED ECiUIPPED WV GROUND FAULT 900 (1) OUTLET INTERUPTER (TAMPER RESISTANT (1) DISPOSAL (1/3 HP) 246 TYPE) (ICV GFI EQWPPED V GROUND FAULT SUBTOTAL OF GENERAL LOAD OUTLET INTERUPTER (TAMPER RESISTANT 10000 REMAINDER OF GENERAL LOAD ® 40%= 25,615 VA x (4) TYPE) 220V OUTLET 4 WIRE CONNECTION 8 EXTERIOR 5200 3 WATERPROOF OUTLET 6900 $ SWITCH 3250 $3 SWITCH 3 -WAY OPERATION 4 SWITCH 4 -WAY OPERATION $0 DIMMER SWITCH 18,800 (.� WALL MOUNTED 39,046 LIGHT WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT RECESSED CAN 0 VAPOR PROOF RECESSED CAN VENT FAN �-{ VENT FAN W/ j-� LIGHT 24' LIGHT STRIP 48' LIGHT STRIP 0 WRESCENT w2aP AROUND 24' FLUORESCENT 48' FLUORESCENT D PANEL — STRUCTURED WIRE PANEL METER O' SMOKE BATT. BACK-UP V HARDWIRE DETECTOR INTERCONNECTED ® CARBON MONOXIDE BATT. BACK-UP V HARDWIRE DETECTOR MTERCONJECTED SMOKE / CAR6oN 8 MONOXIDE BATT. BACK-UP W) HARDWIRE INTERcorNecTED DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET O CEILING FAN / CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE Wu LIGHT BOX MARKED AS &JCN FOR INSPECTION CEILING BOX REQUIRED TO BE O J -BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COND. u D15CONNECT TV TELEVISION JACK EMERGENCY LIGHTING O DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLE5 IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: ESTERO BAY MODEL LOAD INFORMATION VA 2823 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 8,469 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 1500 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 4500 (1) DISHWASHER 900 (1) CLOTHES DRYER 5000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 35,615 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 25,615 VA x (4) 10,246 TOTAL NET GENERAL LOAD 20,246 8 KW AIR HANDLER HEAT PUMP#1 AT 65% 5200 3 TON AIR CONDITIONING UNIT 6900 5 KW AIR HANDLER HEAT PUMP#2 AT 65% 3250 1.5 TON AIR CONDITIONING UNIT 3450 NET GENERAL LOAD 20,246 NET TOTAL HEAT 18,800 TOTAL LOAD 39,046 CALCULATED LOAD FOR SERVICE 39,046 VA / 240 V= 162.69 200 AMP SERVICE TRANSFORMER BANK: 5OkVA VOLTAGE: 1620/13200-240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEt (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER L__ J SERVICE BY OTHERS GRADE L (3) " 1 THHN/THWN COPPER CONDUCTORS, (1) " 6 THHN/THU1N COPPER GROUND IN 2" CONDUIT. NEMA 3R 200 AMP - COMBO 120/240 VOLT 42 DISCONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA - --- CABLE / TV 200 ,A1lf-` ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. WEATHER PROOF BOX INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC 15 USED THERE 15 NO BOND/GROUND TO COLD WATER PIPE. WEATHER PROOF BOX FLOOD FLOOD LIGHT -_ _ L i 011- / l ■ W.P. / I I � GFI lFAN/CEILINGS DINETTE I PRE -WIRES PENDANT FAMILY RM. LANAI L ICSHTS �Fl�i FAN/CEILING ■I fo PRE -WIRES, L 11 Z WH LU — / I � WH. ' GFI /// / j CFI s l� - 44" A.F.F. 'Ip�� • —i ■ KITCHEN / � OPT. GFI_--- GFI/�--`------\ I DEDICATED 220 OUTLET I °�,__:� � �\ 1 -CAR � \ TANDEM GARAGEli IPWDR. DINING I Y \ LU GF - - - I � PANEL / FAN/CEILINGx-" \ FOYER - - PRE -WIRES STUDY / /r U_ ENTRY COACH L iGHT I 2 -CAR GARAGE 8CxF I CLCS. OUTLET CSFI 44" AFF FIRST FLOOR ELECTRICAL PLAN I?U W.P. GFI ,\GOND. GOND. W Q COACH L IGHT A R C N I T E C T8 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdosigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA , JAMES'eANT AR O 120 SC/_A�LE: 1/4"-1"-0" SWEET 8 OF 0 �o�o�mom� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA , JAMES'eANT AR O 120 SC/_A�LE: 1/4"-1"-0" SWEET 8 OF 0 ELECTRICAL LEGEND SYMBOL DEFINITION NOTE5 IIOV OUTLET E�IPPED IW GRAND FAULT MTERIFTER (TAMPER RESISTANT TYPE) IIOV FLOOR EQUIPPED W/ GROUND FAULT ® OUTLET INTERlPTER (TAMPER RESISTANT TYPE) IIOV SWITCHED EQUIPPED uv GROUND FAULT OUTLET INTER. PIER (TAMPER RESISTANT TYPE) IIOV GFI EQUIPPED W) GROUND FAULT MTERUPTER (TAMPER RESISTANT OUTLET TYPE) 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET SWITCH $3 SWITCH 3 -WAY OPERATION $ 4 SWITCH 4 -WAY OPERATION $C DIMMER SWITCH (.� WALL MOUNTED LIGHT V r'N WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN VAPOR PROOF RECESSED CAN e VENT FAN VENT FAN W/ L IGHT 24' LIGHT STRIP 48' LIGHT STRIP O FUORESCENT WRAP AROUND 24' Q FLUORESCENT 48' FLUORESCENT O PANEL — STRUCTURED WIRE PANEL F,I:, METER O' SMOKE BATT. BACK-UP V HARDWIRE DETECTOR MTERCCNNECTED ® CARBON MONOXIDE BATT. BACK-UP W HARDWIRE DETECTOR MTERGONNECTED SMOKE / CARBON 0 8 MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR COMBO INTERCONNECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET O CEILING FAN / CEILMG BOX REQUIRED TO BE SUPPORTED M ACCORDANCE Wl LIGHT BOX MARKED AS SUCH FOR INSPECTION CEILMG BOX REQUIRED TO BE O J -BOX SUPPORTED IN ACCORDANCE V BOX MARKED AS SUCH FOR INWECTION O SPEAKER q PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. O DISCONNECT TV 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 WG. —I \ W.I.C. O.BATH OWNERS SUITE /, , FAN/CEILING V.P. / / PRE -WIRES ✓/ / — LAV. LAV: / F �2"x&07 i TUB /O000 , _ I W.I.C. \ FAN/CEILING O 4 PRE -WIRES \ I ! 'CsFI j v BDRM. 2- d TUB aiG L v BATH�1 /A � � '( ! � I I� LAC IT3 4 � -_... ----- • D l�L GFI 6 44° i O LAI.N. \iOj CL IN I l ATTIC / I I �1- �. FAN/CEILING FAN/CEILING \ PRE -WIRES \ PRE -WIRES F / \� —� \ FAN/CEILING I — A ! PRE -WIRES \ I \ i � BDRM. 3 it BDRM. 4 \ LOFT i I LINE OF IST. FLR. BELOW SECOND FLOOR ELECTRICAL PLAN A R C H IT EC T S Design Gurop �n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA JAMES' 12079 LL DATW 7Y9/18 I SCA LE: 1/4"=1'-0" z J 7 O V � 4 Q 0 q c N O SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA JAMES' 12079 LL DATW 7Y9/18 I SCA LE: 1/4"=1'-0" z J 7 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: N NOTE: OVER #30 FELT PAPER COR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM A5 NEEDED SHIM A5 NEEDED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION 8905 OF THE FBCR, RE -ENGINEERED DO NOT EXCEED4' DO NOT EXCEED 4" 6TH EDITION (2011) GABLE ROOF TRUSS 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES° DRYWALL j" DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE')AT FIRST (2) BAYS P.T. 1x4 or 4"x4" MIN, P.T. Ix4 or 4"x4" MIN. (4'-0" O.C. SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING Ix or 1x2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL. DRIP EDG FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE 2x6 5U5-5AN DOOR CASING VENTED ALUMINUM SOFFIT TIFF5ACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-10' HIGH MEMBER w/ (2) 12d NAILS 8' FROM $" (AS PER TRU55 ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. Ix4 or 4'x4" MIN. (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and IS" O.C. MAX PER MFR'5 SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y" x 9" 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN- ANCHOR BOLT w/ 2' WASHER SET IN (1)1' M EACH (MIN. EMBEDMENT 1 4') WALL SHEATHING (TYPE AND ATTACHMENT 51MPSON or U5P HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4" or +Y4 WINDOW TO BLOCK (+3") 8' FROM EACH END and 18" O.C. MAX METHOD PER "NAILING 5CHEDULE' or (6" MIN. EMBEDMENT 32' O.C. MAX) DOOR JAMB TO BLOCK(+Y4 Or +5 J (1) DRIVE PIN, 8" FROM EACH END and /4) DOOR AMB TO BLOCK (+3 ) SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE, I'=r-0' 4E SCALE: 1'=r-0' 18' O.C. MAX w/ 12d NAILS 8" O.C. MAX k� ` MIN. SHANK 51ZE .145 j MIN. HEAD 51ZE .300 7B WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT I" TRU55 w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 6 MID -POINT OF TRU55 SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS I or 10'-0" O.C. MAX SHIM A5 NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM - TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK w/ (U 3' TAPCON ATT OR BLOWN -IN INSULATION 4 4 (MIN. EMBEDMENT 1 ) 16 0926) OVER CM - - (R -VALUE PER ENERGY GALCS) DO NOT EXCEED �" DO NOT EXCEED �" 4" 8" FROM EACH I:.,.. 'GYPSUM BOARD OR " HIGH STRENGTH 8" CMU BLOCK END and 6 18' O.C. MAX CEILING BOARD " DRYWALL 8" CMU BLOCK" DRYWALL or ONG. FILLED U -BLOCK w/ (1) "5 P.T. 2x � A (1) DRIVE PIN, 8" FROM EACH END and BLOCK WALL SECTION — GABLE ROOF (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. Ix4 or 4 x4 MIN. Ix4 or Ix2 P.T. NAILER a 18 O.G. MAX 1 SINGLE STORY SCALE: 3/4'=I'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WINDOW/DOOR JAMB BLOCKING: 1' 055 (4' WIDE MIN.) MIN. SHANK 51ZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAD SIZE .300 SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS a' FROM COR JAMB / WINDOW MIN. EMBEDMENT 1 4 PER MFR'S SPECIFICATIONS EACH END and 6 18" O.C. MAX (ATTACHED TO BLOCKING OVER *30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION R905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)16" TAPCON5 6TH EDITION (2011) WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUT5IDE 4 SECURED (MIN. EMBEDMENT 1 4") 8" FROM EACH DOOR JAMB TO BLOCK (+1 %") THROUGH NON-STRUCTURAL MEMBER (lx or �" O&5) END and 1@ 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ 1" TAPCON MIN. 11' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING 5CHEDULE" SCALE: I':I'-0' (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 18" O.C. MAX EMBEDDED STRAP WINDOW TO BLOCK (+3yl6 MIN. SHANK 51ZE .145 ATT OR BLOWN -IN INSULATION�� MIN. HEAD SIZE .300 (PER PLAN (R -VALUE PER ENERGY CALC5) NOTE: DOOR JAMB TO BLOCK (+3 %6) MIN. EMBEDMENT 1 4" X � SHIM A5 NEEDED 4F � � ��' SCALE: I'=1'-0' _ .. TO PLUMB JAMB. METAL DRIP EDG ' GYPSUM BOARD OR 2' HIGH DO NOT EXCEED 4" P.T. 2x8: 2x6 5U5-5AN STRENGTH CEILING BOARD S' CMU BLOCK SECURE TO BLOCK w/ (2)11" TAPCONS VENTED OHC. FILLED U -BLOCK w/ 1" ALUMINUM SOFFIT (I) "5 C NTIN A T DRYWALL NOTE: (MIN. EMBEDMENT 14) 8 FROM EACH L O UOUS REB R P.. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and 18' O.C. MAX /PER PLAN , , a (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or RECA5T LINTEL FASTENER SCHEDULE FOR ATTACHMENT �" 055 (4' WIDE MIN.) I" DO NOT EXCEED 4 (2) DRIVE PINS, 8 FROM EACH END and WINDOW (PER PLAN), yY. (SIZE AND REINFORCEMENT DOOR CASING F16 18 O.C. MAX ATTACHMENT PER MFR ! DOOR JAMB /WINDOW SPECIFICATION PER PLAN) (ATTACHED TO BLOCKING 8' CMU 5LOCK 1" MIN. SHANK 51ZE .145 PER MFR'6 SPECIFICATIONS 2 DRYWALL MIN. HEAD 51ZE300 NOTE: P.T. Ix4 or 4"x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 4" STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-5TRUCTURAL MEMBER (lx or - 055) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN j (R -VALUE PER ENERGY CALCS)" TA NMI 1'EMBEDMENT 16 SECURE 2nd 2x TO STRUCTURAL w/ Ib PCO N. 14 INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4' TAPGON PLACE SILL (PER BLDR)-- !" GYPSUM WALL 50ARD EACH END and IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") 8" FROM EACH TEXTURED CEMENTITIOU5 1) 15 REBAR VERTICALLY IN WINDOW TO BLOCK(+t 116"PER MFR'S SPECIFICATIONS) END and s 18" O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL „) NOT : or 0926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (i) DRIVE PIN, 8" FROM EACH END and 118' O.C. MAX 4" P.T. FURRING STRIPS 16" O.C. 4C SCALE: I'=1'-0' THROUGH NON-5TRUCTURAL MEMBER (Ix or 1" 055) MIN, SHANK 51ZE .145 - w/ 4" TAPCON MIN. 14" EMBEDMENT INTO BLOCK MIN. HEAD 51ZE 300 WOOD BASE MIN. EMBEDMENT 1 4" NOTE: WINDOW TO BLOCK (+3yl 6") SHIM A5 NEEDED „ To PLUMB JAMB. DOOR JAMB TO BLOCK (+3yl 6) P.T. (2) 2x6: ONCRETE SLAB DO NOT EXCEED 4" 4G SCALE: I'=1'-0' SECURE TO BLOCK w/ (2) 4" TAPCON5 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and s 18' O.C. MAX DRYWALL XTERIOR WALL FOOTING or UPLIFT UP TO 1115 Ib (SEE FOUNDATION PLAN FOR 51ZE (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or ix2'P.T. NAILER (2) 218 RIVE PINS a" FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) SIMPSON HT520 w/ (10) 10d NAILS TO TRU55 2 P.T. Ix (4 WIDE MIN.) 1' 1" SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPGON& INTO BOND BEAM RE -ENGINEERED MIN. SHANK 51ZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRU55 MIN. HEAD 51ZE .300 L (ATTACHED TO BLOCKING CUPLIFT UP TO 2 350 Ib ONTINUOU& BOND MIN. EMBEDMENT 1 4" BATT INSULATION ADHERED TO CEILING " GYPSUM BOARD OR 1" HIGH PER MFR'S 5PECIFICATION5BEAM (2) 51MP50N HT520 EACH 51DE OF TRUSS w/ BOARD (R -VALUE PER ENERGY CALC5) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRU55 4 (4) 1X2 TAPCONS - - - - STRUCTURAL 2x MUST BE ON OUTSIDE d SECURED INTO BONA BEAM _ P.T. (2) 2x8: I THROUGH NON-STRUCTURAL MEMBER (Ix or 16' 055) (or EQUIVALENT INSTALLED PER MFR'S &PEGS SECURE TO BLOCK wl l2) 4 TAPCON5 r (MIN. EMBEDMENT 1 4") 8" FROM EACH Y» L 1 ^> 1 W/ 6TAPCON MI EMBEDMENT INTO BLOCK END and 18' O.C. MAX i --------- TAPCON5 MIN. or OPENING 22' x 30'r11N. OOp CASING AT SIDE WINDOW TO BLOCK (+2 %4") 2" COVER (2) DRIVE FINS, 8' FROM EACH END and ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK(+2 % TRUSS ANCHOR RETRO—FIT 2' APART � a' o.c. X MIN. SHANK 5IZE .145 WOOD CASING 4 GYP.SCALE: N.T.S. 4 MIN. HEAD 51ZE .300 BOARD (TYP) 4D SCALE' r=1'-0' SCALE: N.T.S. MIN. EMBEDMENT 14" A R C H I T E C TS DesnGrouoic . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043RI PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA '3a '� JAMAERS DATFf / 7X9 /18 SC4*1: I/4" -I' -o" 1 SHMET D I NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %8" .131 110,000 RING (16-20 RINGS ROOF DIAPHRAGM - ASPHALT SHINGLE PER INCH) 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED %6' O.S.B. or Y' CDX PLYWOOD - ad RING SHANK GUN NAILS 6 4" O.C. a SUPPORTED PANEL 4 LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS EDGES AND ad RING SHANK GUN NAILS 6" O.C. INTERMEDIATE SUPPORTS. SEE DETAIL. - .,.........._ �.,:, ._ _ ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)Y" x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET —DOUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD IN SIMPSON OR USP HIGH w/ SIMPSON SP4 (USP 5PT4) w/ 51MP50N SP4 (USP 5PT4) ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL STRENGTH EPDXY (6 MIN. a 32' O.C. MAX 32" O.C. MAX z EMBEDMENT) %3' CDX EXTERIOR PLYWOOD or '%2' APA -RATED O.S.B. (AS PER MANUFACTURER'S ' 2x STUDS 16" O.C. MAX Zx STUDS 16" O.C. MAX INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS a 4" O.C. a SUPPORTED PANEL - NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE E UNLESS NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS a 6" O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. � __ LOCATED 6' FROM TDP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 4' O.C. EDGEWISE.TOP CHORD BLOCKING 4" BOTTOM S (1) NEAR MID -CENTER BLOCKING MID -WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING ' 1 SPACES a EACH EN w EXTERIOR WALL SHEATHING 7T PRE-ENGINEERED TRUSS %6' O.S.B. or )/2' PLYWOOD or %6" ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS 4' O.C. or RAFTER 2" GYPSUM WALL BOARD 2' GYPSUM WALL BOARD PANEL EDGE5 AND 8d RING SHANK GUN NAILS 4' O.C. TOP S BOTTOM PANEL AND Sd RING ROOF SHEATHIN 1) 05 REBAR VERTICALLY INECLIRE BOTTOM PLATE TO SLAB w/ - SHANK GUN NAILS a 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL Y" 9" ANCHOR WASHER x BOLT w/ 2' NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM - - -T.(LOCATION _ PER PLAN) SET IN 51MP50N HIGH STRENGTH ANY MANUFACTURER. - EPDXY (OR EQUIVALENT) 6" - - xIU o ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32" O.C. MAX NAIL REQUIREMENTS j ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL a STUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR 51ZE 32' O.C. MAX SIMP50N 5P4 (USP 5PT4) a 32" 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %8" .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) N N N" N N N N O.C. MAX BUILDING LENGTH ' ONCRETE SLAB ONCRETE SLAB -F-1--INTERfOR BEARING -WALL FOOTING � � ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE BRACING FOR GABLE END FRAMING AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) V `' XTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RING 5HANK GUN NAILS e 4" Of_(5EE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM 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 N SCALE: 3/4'--l'-O' A SCALE: 3/4' = I'-0' `� B SCALE: 3/4' = I'-0' Z W ad RING SHANK GUN NAILS a 6' O.G. IN FIELD N U PRE-ENGINEERED PRE-ENGINEERED co ROOF TRU55 ROOF TRU55 4'-0' MINIMUM- OVERLAP FOR. TOP PLATE_ SPLICE LU SECURE TOP PLATES w/ 16d COMMON NAILS ,8 4' O.C. 0 FL2-ROW5, 5TAGGERED _....: s z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING ' 7= o (0.5.B. TO BE STRUCTURAL GRADE) TOP PLATE —DOUBLE TOP PLATE TO STUD w/ SIMPSON 5P4 (LISP 5PT4) z 2x WOOD or METAL STUDS a 32" O.C. MAX a 24" O.C. MAX C a ad RING SHANK GUN NAILS 12 " (NOT LOAD BEARING) BLOCK NG 6 MID -WALL � , O.C. IN FIELD 2x STUDS a 16" O.C. MAX z N z L or tv UNLE55 NOTED OTHERWISE Lu o ad x 3" SCREW SHANK BALLISTIC NOTE: j ST FLOOR STUDS TO 2ND FLOOR STUDS o ELECTRO GALVANIZED STRIP o DO NOT SPLICE TOP PLATES WITHIN 6'-0" SECURED w/ 5IMP50N OR USP M5TA36 N o NAILS a 12" O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL �4" TSG SUBFLOOR (ATTACHMENT i " TSG SUBFLOOR (ATTACHMENT z 3 a SHEAR WALLS METHOD PER 'NAILING SCHEDULE") METHOD PER "NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND t BEYOND THICKNE55 OF THI5 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP, 3/4' TSG 5U5 -FLOOR DECKING GLUED = - FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAILt 2x STUDS a 16' O.C. MAX (0.5.5. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=i'-0' DOUBLE TOP PLATE ? UNLESS NOTED OTHERWISE " GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING 'a MID -WALL BLOCKING aMID-WALL Y DIAGONAL BRACE a CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS)/2' x 9" ANCHOR BOLT w/ 2" WASHER DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0" O.C. a SHEATHING SEAMS) 2x STUDS a 16" O.C. MAX SET IN SIMPSON HIGH STRENGTH ' UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS a EACH TRU55 (DIAGONAL SLAB w/ (1) 106 CUT NAIL a%TUD TO BOTTOM PLATE w/ 0'-0' - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX 51MP50N 5P4 (USP 5PT4) a 32" 30'4 - 60'-0' USE (3) X -BRACE O.C. MAX (1) X -BRACE a CENTER S (2) BRACES DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE G AND REINFORCEMENT) AND REINFORCEMENT) ACK AT ALL UPRIGHTS OVER 4'-10' HIGH NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING)AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE Two STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION x X x ^ x x x a _.. A SCALE: 3/4'=I'-0' 5B SCALE: 3/4'=1'-0' SAME X -BRACING REQUIREMENTS) W B ! ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAILS GABLE X -BRACING, INSTALLED a MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=I'-0' or 10'-0' O.C. MAX A R C H I T E C TS DesoinGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA DA)": 7/9/18 S ALE: 1/4"=l' -O" SHEET D 2 2x RIDGE ONE 51ZE LARGER THAN 1 -PRE-ENGINEERED TRUSS RAFTER 51ZE w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAIL f 1x6 COLLAR TIE 6 EVERT OTHER RAFTER w/ MIN. (3) 12d NAILS or i' ° GYPSUM BOARD OR m wpjpop�pl MIN. (4) 10d GUN NAIL fi ° IMP50N VTGR or USP VTT 2x RARER 1 I pppplp�aa • . } �� GRHDSTRENGTH CEILING 0 SPACING (l) -s EACH END - AND 6'-0' O.G. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TDP PLATE pppp�Il I BELOW w/ (2) 12d NAILS or (3) IOd" GYPSUM WALL BOARD GUN NAILS EACH TRUS ppppt�l�l I (pl�l�lAl 2x WOODS STUDS -s 24" O.G. RAFTER TO TRU65 w/ 51MP50N k (SIZE PER PLAN) ®� MT512 or U5P MTW12 ALTERNATE CONNECTION - (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ 51MP50N or USP M6TA24 ® SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/ CONVENTIONALLY FRAMED\ROOF(3)12d NAILS , EACH END. 4 SCALE: 3/4=I-oRE-ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO � OOF DECKING OVER PSLAB w/ lOd MASONRYRE-ENGINEERED ROOF TRUSSES NAILS/ 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 2x4 SECURED TO GABLE END w/ 1 SCALE: 3/4'=I'-0' (2) 12d a EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR SfZE AND REINFORCEMENT) (2) 12d SPACED 6' - 8' O.C. MAX --WATER RESISTANT BACKERBOARD (DENSHIELD) 2x4 RAFTER m 24' O.C. /2" DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) 5IMP50N L30 or U5P A3 INTERIOR NON—BEARING WALL � or S" CMU BLOCK WALL '� BLOCKING (EACH END 7A APELA5TIG AQUA DEFENSE WATER PROOF WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) RE-ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) GYPSUM BOARD OR VARIES PER PLAN INSTALLATION SIMPSON H2.5A or USP RTlA $" ° HIGH STRENGTH CEILING HOWER PAN EACH RAFTER TAIL GONNECTIO BOARD (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 3 %' TOP CHANNEL (25 GAUGE) e TOP OF EACH RAFTER GONNECTIO TOP CHANNEL TO TRU55 w/ SHOWER SEAT V DRYWALL SCREWS (EACH TRUSS 2 FRAMED OVERHANG or 24" O.C. MAX) SCALE: 3/4'=1'-0' S SCALE: 3/4'm V-0' GYPSUM WALL BOARD 3 %' METAL STUD5 (25 GAUGE) 6 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, A PRECAST LINTEL SECURE 2x TO CMU w/ (2) %" x 3' TAPCON5 ATTACHED TO EACH SIDE 1@ 12" O.G. WITHIN 8" OF EACH END AND 618'0.C. MAX 3 la BOTTOM CHANNEL (25 ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I" MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER 6 32" O.C. MAX. d MIN. EMBEDMENT OF 1 y4') - - ONCRETE SLAB WITHIN 8' OF EACH END AND -816' O.C. MAX - - "'I - (SEE FOUNDATION PLAN FOR -_- "' SIZE AND REINFORCEMENT) WALL SHEATHING cx 0 (TYPE AND ATTACHMENT METHOD - c - PER 'NAILING SCHEDULE') - ECURE 2x6 MIN. TO BLOCK w/ -T NOTE: P.T. 2x8 STUD BLOCK (2)Y' x T ANCHOR BOLTS w/ 2" oj STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT B WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. - - (MIN. 6" EMBEDMENT) ROUGH. OPENING (UP TO S'-0') - INTERIOR NON—BEARING WALL z 7 B a- - METAL STUDS SCALE: 3/4'=1'-0' -r I --SECURE 2x(o MIN. TO BLOCK w/ -T0 I ; (3))/2' x 9" ANCHOR BOLTS w/ 2" TEXTURED GEMENTITIOUS U REBAR VERTICALLY IN GONG, POURED RECAST OR POURED IN - WASHER SET IN SIMP50N or USP - COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" C92(o) OVER GM 8" CMU BLOCK - EMBEDMENT 4 EATHER STRIP MOLDING AROUND DOOR 8" PER MANUFACTURER'S SPECIFICATIONS) CM --- t _ °------- -- --- - _ - - -_ - -- - ---- _- 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP50N or U5P HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS _ - STRENGTH EPDXY (MIN. (o" EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS) SLIDE. VERHEAD GARAGE DOOR (BY OTHERS) 1" MIN. VERT ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION Roots ALVANI S STEEL -INSTALLLEDLED AL CRACK (BY OTHERS PER 3 SCALE: 3/4'=1'-0' A 6 SCALE: 3/4'=1'-0' B SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C TS DesinGrouonc . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JAMAERS DATd- 7/9/18 SC4E: 1/41"=1"-0" SHEET SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JAMAERS DATd- 7/9/18 SC4E: 1/41"=1"-0" SHEET BATT OR BLOWN -IN INSULATION SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER 030 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRUSS EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN)2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLAT ' x ,� x x x OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND x x �x x x ATTACHMENT METHOD PER NAILING ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS SCHEDULE") l� SCHEDULE" METAL DRIP EDG (4'-0" D.G. SHEATHING SEAMS) v2° 2x6 SUB -BAN GYPSUM BOARD OR HIGH METAL DRIP EDGE STRENGTH CEILING BOARD2x6 SUB -BAN = AIL VENTED TIFFBACK AT ALL UPRIGHTS = ALUMINUM SOFFIT { IMPSON 5P2 (USP SPT24) EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" HIGH = 2 x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) { FOR CONDITIONS WHERE TRUSS AND PER PLAN - PER PLAN- � STUD LINE-UP, USE A SIMPSON H10A ONT. 2x4 RAT -RUN ATTACHED TO ALL SPACER _ (USP RT16A) DOUBLE TOP PLAT EACH TRUSS w/ (2)12,d NAILS 2x4 STUDS 6 16" O.C. INSTALLED 6 MID -POINT OF TRUSS _ WINDOW HEADER ALL INSULATION SPAN or 10'-0' O.C. MAX (SIZE PER PLAN (R -VALUE PER ENERGY CALLS) TEXTURED CEMENTITIOUS COATING MIN. = 2x8 BLOCKING 8' ATTACHMENT ER ASTM C926) OVER PAPERBACK ,�---BATT OR BLOWN -IN INSULATION �, _ SECURED w/ (3) 12d TEXTURED CEMENTITIOUS COATING MIN. ___WINDOW (PER PLAN), EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALLS) � NAILS � EACH EN (PER ASTM C926) OVER PAPERBACK PER MFR. SPECIFICATIONS 2 -LAYER WATER RESISTANT BARRIER OVER ^� EXPANDED METAL LATH OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT ECURE 2x4 TO DBL TOP PLATE wl %8" x 6' -- 2-LAYER WATER RESISTANT BARRIER, OVER METHOD PER 'NAILING SCHEDULE' THRU-BOLTS a 32' O.C. MAX, then SECURE GABLE - WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL TO 2x4 w/ 12d NAILS is 8" O.C. MAX i 1/2 = METHOD PER 'NAILING SCHEDULE" WALL INSULATION or XTERIOR BEARING STUDS (R -VALUE PER ENERGY CALLS)--- RYWALL CONTINUOUS 2x4 wl (4) 16d NAILS TOP _ [SIZE AND SPACING PER NOTE 121, k SECURE GABLE TO DBL TOP PLATE w/ SIMPSON _ WINDOW HEADER 1 HGA10 6 24 O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS, _ .. UNDER CATEGORY TIMBER ON (or EQUIVALENT INSTALLED PER MFR'S SPECS) BOTTOM PLATE OF 2nd FLOOR WALL V GENERAL NOTES SHEET GN)] (SIZE PER PLAN or WALL MOUNT RAIL BLOCKING /4" TSG SUBFLOOR (ATTACHMENT 1 �SECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN METHOD PER "NAILING SCHEDULE') MSTA24 6 32' O.C. MAX 1'-4" MIN. FROM 2nd FLOOR LINFRAME WALL SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6) 16d NAILS 6 - 3 SCALE: 3/4'=i'-0' 46 SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 I RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING 7B NOTE:HINGLES OR TILE IPER BLDR) BATT OR BLOWN -IN INSULATION ' GYPSUM BOARD OR" HIGH (R -VALUE PER ENERGY GALLS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRU65 OVER 030 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE _ MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 OF 1 / THE FBCR, 6TH EDITION (2011) CONC. FILLED U -BLOCK w/ IPER PLAN) DIAMETER OF AT LEAST 1 4 INCHES l32 MM) DOUBLE TOP PLATE (1) 05 CONTINUOUS REBAR - RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). k� �" �� X Y X IF THE HANDRAIL IS NOT CIRCULAR, IT f x x k / OVER ROOF SHEATHING (TYPE AND METAL DRIP EDG ATTACHMENT METHOD PER 'NAILING WINDOW (PER PLAN) I. (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF ATTACHMENT PER MFR. PER PLAN) SCHEDULE" ) AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BAN SPECIFICATION MAX GREATER THAN 6 4 INCHES (160 MM) WITH VENTED :I A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT 10"°GYPSUM BOARD OR " HIGH .- Mw. OF 2 � INCHES (51 MM). EDGES SHALL HAVE �" TEXTURED CEMENTITIOUS COATING MIN. ALL INSULATION , < A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM C926) OVER PAPERBACK STRENGTH CEILING BOARD EXPANDED METAL LATH, OVER APPROVED IMPSON 6P2 (USP 5PT24) ,s EACH 2X8 STUD PRECAST OR POURED IN I' (R -VALUE PER ENERGY CALLS) 2 -LAYER WATER RESISTANT BARRIER, OVER C 0000 UPLIFT CONNECTOR PLACE SILL (PER BLDR) GYPSUM WALL BOARD m WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE" " TEXTURED CEMENTITIDUS , U "5 REBAR VERTICALLY IN FULL WALL _ COATING MIN. IPER ASTM GONG, POURED CELL 2x8 SYP "2 WOOD STUDS 12' O.C. MAX C92(o) OVER GM (LOCATION PER PLAN) THE CLEAR SPACE 4" P.T. FURRING STRIPS 16' O.C. BETWEEN THE Yz°N DIAMETER ANCHOR BOLT HANDRAIL AND THE 12 O.G. MAX w/ 1 EMBEDMENT 8" CM w/ 2" DIAMETER WASHER 'GYPSUM WALL BOARD WALL SHALL BE 1 y OD BASE i Y- 2x8 SYP "2 WOOD STUDS 12' O.C. MA 6IMFD60N SPI (USP 5PT22) 42' KNEEWALL - EACH 2x8 STUD 7B 1) COURSE TIE -BEAM POURED SOLID w/ UA2E CONCRETE w/ (1) 05 REBAR HORIZONTALLY ONCRETE SLAB RECAST LINTEL (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL Q AND REINFORCEMENT) 34" MIN. TO 38' MAX A.F.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT XTERIOR WALL FOOTING ATTACHMENT PER MFR. r PER PLAN) (SEE FOUNDATION PLAN FOR SIZE z Z SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) 1, , STAIR HANDRAIL tLU TWO STORY SCALE: 3/4'=V-0' 4A V-0PRECAST OR POURED IN TWO STORY SCALE: 3/4'=' w o PLACE SILL (PER BLDR Lu " TEXTURED CEMENTITIOUS ALL INSULATION16d NAILS S" O.C. MA g TEXTURED CEMENTITIOUS COATING MIN. (PER COATING MIN. (PER ASTM (R -VALUE PER ENERGY CALLS) 2x4 BLOCKING @ EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL u C926) OVER CM ONTINUOUS 2x4 w/ (4) 16d NAILS a TOP o a �" GYPSUM WALL BOARD INTO TRUSS w/ (4) 16d NAILS 6 EACH EN - LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS o ------ -- 2 3/4' TSG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND - BOTTOM PLATE OF 2nd FLOOR WALL) N > 4" P.T. FURRING STRIPS 16" O.C. ATTACHMENT METHOD PER 'NAILING SCHEDULE') p Ij METHOD PER "NAILING SCHEDULE' �4" T4G SUBFLOOR (ATTACHMENT Y -1 U "5 CONTINUOUS REBAR 16" O.C. MAX, IN XTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE") o CONCRETE POURED CELL 8d RING SHANK NAILS 6 4" O.C. ` o [SIZE AND SPACING PER NOTE � (VERIFY PER PLAN) MAX INTO BLOCKING"21, UNDER CATEGORY TIMBERILI ° z z OOD BASE _ ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRUSS N w r 2'-0" PRE-ENGINEERED FLOOR TRUS (MIN. IN 5LA5) EMBEDDED STRAP -,J ONTINUOUS 2x6 wl (6) I6d NAILS m `� o REBAR 48' LONG w/ 6' HOOK . BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 24" O.C. (MIN. 24° IN SLAB) 7B Cor EQUIVALENT) --- _ - _ — 2x4 BRACE S 48' O.C. w/ (5) 12d NAILS 7 PER PLAN) A2 IS A NAILER FOR WALL SHEATHING) 6 EACH EN - 8' GYPSUM BOARD OR 2' HIGH 4' CONCRETE REINFORCED w/ FIBERMESH AT �' TEXTURED GEMENTITIOUS - A RATE OF .151b5 PER CUBIC YARD ON 6 -MIL STRENGTH CEILING BOAR c.. -°_ ' W COATING MIN. IPER ASTM" GYPSUM BOARD OR HIGH ° POLY ETHYLENE VAPOR BARRIER ON WELL 8 CONC. FILLED U -BLOCK w/ C926) OVER CMU COMPACTED CLEAN TERMITE TREATED FILL R � _ �, STRENGTH CEILING BOARD (1) "5 CONTINUOUS REBA� � , - �,.� _ 6 3) S REBAR ON CHAIRS NOTE: v 2 -m OHC. FILLED U -BLOCK w/ 11 STRUCTURAL SHEATHING MUST NOT _ - BREAK WITHIN 1'-4' MIN. FROM 2nd (U "5 CONTINUOUS REBAR - " -- FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=I'-0' PARALLEL TO BLOCK TO BLOCK TWO STORY SCALE: 3/4'=1'-0' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA k- hlM, 12079 DAVE: 7/9/18 SOALE: 1/4"=1'-0" EET MSTCM40 1/16' O.S.B. SHEATHING OR (INSTALLED ON TOP OF 1/2' COX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL A STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 7/16' O.S.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL Q STUDS 1X6 BO?tOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — OUTSIDE CORNER MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING SCALE: KTS. 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD — 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL MSTCM40---,, ( INSTALLED ON TOP OF WALL SHEATHING 8 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD ---2X6 EXTERIOR WALL STUDS ----��------2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: KTS. HTT-4 SECURED TO STUD W/ (20)10d X INAILS 5/8' A.T.R. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 V 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 V 2X EXTERIOR WALL STUDS SECOND FIN. FLR. TOP OF WALL 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: 9TS. 1- PRE-ENGINEERED FLOOR TRUSS ' (GIRDER DRAWN) HTT-4 SECURED TO STUD Wl (20)10d X 1 J' NAILS USP KST260 (ATTACHED PER BEARING POST/ MANUFACTURER'S SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/8' A.T.R IN NIGH STRENGTH EPDXY (MIN. l' EMBED) a all W < v a a` FOUNDATION (PER PLAN) B. . a o o a o 3 EXTERIOR STUD WALL OPTION (HTT-4 METHOD) CORNER TO POST SCALE: KTS. ELEVATION VIEW B SCALE: KTS. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD BEARING POST/ BEARING STUDS (PER PLAN) IDS J' t t G SUSELOOR GLUED " NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S 1/16' O.S.B. SHEATHING OR 1/2' PLYWOOD PLAN VIEW — 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 15 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE . /- PRE-ENGINEERED FLOOR TRUSS 2X6 BOTTOM PLAT 2X6 EXTERIOR WALL STUD 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD °�.• gig,- ;� pap volo ®i ■ ■ in ..., ■ ■ ■ • • , , _ IN �# SECOND FIN. ELF • • Q�d � J �a • • TOP OF • MASONRY WALL ELEVATION VIEW A SCALE: 9TS. 1- PRE-ENGINEERED FLOOR TRUSS ' (GIRDER DRAWN) HTT-4 SECURED TO STUD Wl (20)10d X 1 J' NAILS USP KST260 (ATTACHED PER BEARING POST/ MANUFACTURER'S SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/8' A.T.R IN NIGH STRENGTH EPDXY (MIN. l' EMBED) a all W < v a a` FOUNDATION (PER PLAN) B. . a o o a o 3 EXTERIOR STUD WALL OPTION (HTT-4 METHOD) CORNER TO POST SCALE: KTS. ELEVATION VIEW B SCALE: KTS. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD BEARING POST/ BEARING STUDS (PER PLAN) IDS J' t t G SUSELOOR GLUED " NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL S 1/16' O.S.B. SHEATHING OR 1/2' PLYWOOD PLAN VIEW — 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 15 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) ' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE . /- PRE-ENGINEERED FLOOR TRUSS 2X6 BOTTOM PLAT 2X6 EXTERIOR WALL STUD 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD Q PLAN VIEW — 2x6 WALL C ELEVATION VIEW SCALE: KTS. EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: RTS. CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR NTT -4 SECURED TO STUD W/ (20)10d X 1' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED t0 STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) CONIC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS RE15AR AR CH ITE C T S Desin Grouo1nc. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 °�.• gig,- ;� pap volo ®i ■ ■ in ..., ■ ■ ■ _ IN �# 1■ Q PLAN VIEW — 2x6 WALL C ELEVATION VIEW SCALE: KTS. EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: RTS. CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR NTT -4 SECURED TO STUD W/ (20)10d X 1' NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED t0 STUD W/ (20)10d X I J' NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) CONIC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS RE15AR AR CH ITE C T S Desin Grouo1nc. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUSDiv. LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECTIONS/ DETAILS (ARCHTECT' STATE OF FLORIDA DA : 7/9/18 SC :1/4"=1'-0" SHEET �I'I'll'I'I \ODOOOOOODJ SUSDiv. LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: SECTIONS/ DETAILS (ARCHTECT' STATE OF FLORIDA DA : 7/9/18 SC :1/4"=1'-0" SHEET NOTE: SECURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) FLOOR LINE —EXTERIOR BEARING STUDS FIR -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRUSS - _ [SIZE AND SPACING PER NOTE 011, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4)16d NAILS 0 TOP - r RIPPLE STUDS 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS �IIIII"'ll BOTTOM PLATE OF 2nd FLOOR WALL) ING STUDS SIMPSON MT512 or USP MTW12 �000000000� (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLATE —_ TO LEDGER 0 24' O.C. - �-� REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES -- � --__ RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or ' (SIZE PER PLAN) . ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTER SECURED TO TRUSS w/ %' x 5' - (EACH SIDE OF OPENING) LAG SCREWS 6 24' O.C. MAX MBEDDED STRAP Al JACK STUDS CONTINUOUS 2x6 w/ (6)16d NAILS (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CASE LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENT DOOR / WINDOW FOR DETAILS AND SPECIFICATIONS) PER PLAN) OPENING "�EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, LEDGER CONNECTION AT FLOOR TRUSS / UNDER CATEGORY TIMBER ON 1 PERPENDICULAR SCALE: 3/4',I' -m' (: GENERAL NOTES SHEET GN)] �. ECURE EACH JACK 4 KING STUD t0 BOTTOM PLATE w/ SIMPSON SP4 ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER NOTE: O� or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT �' 2x BLOCKING UNDER WALL BREAK WITHIN V-4' MIN. FROM 2nd FLOOR LINE EXTERIOR BEARING STUDS ;' / ECURE BOTTOM PLATE TO SLAB w/ V x 9 ANCHOR BOLT w/ 2 WASHER STUDS, SECURED BETWEEN TRUSS BAYS w/ (3)12d NAILS EACH EN PRE-ENGINEERED ROOF TRUSS------ - [SIZE [SIZE AND SPACING PER NOTE 021, / SET IN SIMPSON NIGH STRENGTH 2x STUDS SPACING PER PLA UNDER CATEGORY TIMBER ON : " / EPDXY (OR EQUIVALENT) 6' GENERAL NOTES SHEET GN)] - - EMBEDMENT MIN. 32' O.C. MAX MT5I2 EVERY STU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT NG OF STUDS PER PLAN SIMPSON MTS12 or USP MTW12'- 4 SCALE: 3/4'=1'-m' 6 two STORY SCALE: 3/4'4-0' TO LEDGER 0 24' O.C. �-~ ____ _ _ -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER .10 SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SPS or USP SPT8 SECURED TO TRUSS w/ %8' x 5' - SIMPSON SP4 or USP SPT4 TOP 4 BOTTOM LAG SCREWS a 32' O.C. MAX (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(b) BEDDED STRAP (PER PLAN) PR -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS CAST LINTEL -PRE(SIZE rl CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) AND REINFORCEMENT TOP PLATE HEADER OUBLE TOP PLATE PER PLAN) RIPPLE STUDS a 16' O.C. MAX •. (SIXEPERPLAN) KING STUDS SIMPSON or USP MSTA24 LEDGER CONNECTION AT FLOOR 2 TRUSS HEAD (SEE 'MINIMUM WALL AND HEADER STUD EACH JACK STUD PARALLEL SCALE: 3/4'•1'-m' (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2x8 SYP 02 WOOD STUDS 0 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS). WALL SHEATHING TO BE WITHIN Y' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: 1/16' O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) oPENINCa 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4)16D NAILS 9 TOP OF C JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS 4 l2) KING SCUDS g EACH JOINT OF WALL AND INTERSECTING ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING `� FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) OF 2ND FLOOR) 1 - EXTERIOR BEARING STUDS 2X EXTERIOR SCUDS 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD OVER PRE-ENGINEERED -- l [SIZE AND SPACING PER NOTE x'21, UNDER CATEGORY TIMBER ON WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED ROOF TRUSSES !� GENERAL NOTES SHEET GN)] - _. _-_- M/ NOTE: ROOF CONDITIONS MAY JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d SECOND FIN. FLR J VARY ��---WINDOW �- NAILS, (2) WITHIN 6 F N L FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SILL w/ CRIPPLE STUDS 16' O.C. - ECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 DIAMETER ANCHOR BOLT s 12 O.C. MAX w/ EMBEDMENT w/ 2 pIAMETER or USP SPt4 WASHER TOP OF WALL ' �1 HEATHING TO LAP TO COP OF SIMPSON or USP MSTAM24 0 EACH JACK - -,� - --- MASONRY WALL. SHEATHING MUST NOT BREAK 1'4 MIN. SECURED w/ (3) Y' x I %' TAPCONS TO CMU MIN. 2' COVER 4 2' APART ^� FROM 2ND FLOOR LINE _._ : , -- --- -_.. w/ PRE-ENGINEERED CONT. 2x6 w/ (b) ibd NAILS • . 2x8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS` . (BOTTOM 2X6 IS FOR WALL __ _ J BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL 3 5 EXTERIOR WINDOW DOOR OPENING IN FRAME WALL 7 WINDOW OPENING IN 2 -STORY WALL two STORY :KALE: 3/4'=1'-O' TWO STORY SCALE: 3/4'•1'-O' PARALLEL SCALE: 3/4'•I' -O' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA 0:0003325 SUDDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT #: 02997.0/043R1 PAGE: SECTIONS/ DETAILS ARCHITECTS STATE OF FLORIDA DATE: 7/9/18 SgAA-E: 1/4$$=1'-0" �IIIII"'ll �000000000� SUDDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT #: 02997.0/043R1 PAGE: SECTIONS/ DETAILS ARCHITECTS STATE OF FLORIDA DATE: 7/9/18 SgAA-E: 1/4$$=1'-0" Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Siidinsal Glass Doors - DOUBLE PANE LOW E Sliding Glass Doors Vinyl FL# Windows 14634 L0432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 951/2" -TO 1901 2" 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 95" ... 14634 16100 L0367192 I EA 1 26 TW W/ARCH ' I WDW VINYL SH W/GR & SCRN -. 1 . _ 1 1 74 1/2" X 76" _ _.. ... ... 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L0310640 EA I 1111.._ ... _ 1111..._. -1111.,,_ _ 1111 _ 1111.1111.1111 25 TW 1/2 EYEBROW W WDW VINYL SH WHT W/GR & S_C_RN _ _ 741/2" X 75" .. _ . _ _ 1111... _ 1 _ 1111 _ _ 1111._.. 16104 L0295463 EA 4620 1111 I TRANSOM VINYL WHT W/GR _ 55"X 25" L 11,11 I 54" X 24" 16100 L0300839 L EA 11111 25 TW W/ARCH WDW VINYLSH W/GR &SCRN I 741/2" X 67" _ _ _ 1111 .. I _._ .._ _ 1111 -_ __ 1111 1111. __ . 16104 L0354135 _ _ _ 1 EA .- .1111. _ I 4626 ARCH _ . _ ............ . _ 1 TRANSOM VINYL W/GR ...1111 11...1111. _ . .. _ . _ _ ... . I SS"X 34" . . _ .- _.. _ _ .. _ 1 54" X 34" .... .... .. -. _ . . 16100 .. _ , ._ . ... L0295457 EA L 1111- 1111_. 1111.... 25 TWIN WDW VINYLSH CLEAR NO GR W/SCRN - I_ 1111__1.... ,_.__.___.,..... __._.___ .. _. , _. 1111, 741/2" X 63" 1111 _ _, 1111._ _.I. W _ 11.11.1111. .. _ _ _.._...,._ 1111_.. 1111... _ . _ 16104 _ L0354131 _. _ _ 11.11.._ _ . 1111.. 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L0295459 EA I--- _ _ - 1111 _ _ - _ .1111 1111... ..-11.11_.__ -.... _ 1111 1111. _......., 1111... 1111. _ .- . 26 ARCH TOP 1 WDW VINYL SH W/GR &SCRN 1111..- ., 11 N 3$ X 76 _ I.....__....... .. 1111. 1 - _ 1111_._.. _ 11.11 _. 1111 /1 11 11 EA 2 8 6 8 Door 35 5 8 X 831 16 341 S X 82 5/16" 1111_ �... / _ ..1111_ - 1111 I _ .. 11.11 .1111. _ 1111 1111.. L �. 1111. 1 111 1111 1111 / � .11 1111,, ... .I. .. .. , ..,. .. 16103 1111 . . ._,_L L0361749 I EA _ 1111 .- _ 11.11_ _ _ 1111 ._ 1111.1111 ._......_.__ ._._.._. _ _ 1111 1111 , I 26 TMP W/1/2 RND I VINYLSH W/GR &SCRN, _1_..._.._...__..__....._ _...____..__ . 1111_._ N N 38 X 95 .. , _ 11.11 1111 - 1111_._ _ _ 11 it 6 Door 39 5 X 1 16 381 8 X 2 5 16 EA 3 0 8 8 83 8 _ _ I. / !,. 1111 L / .. f.. . _ 1111_ . 1111. _ 11.11 16100 -111 L0434442 EA.... ..WDW - 26 TRIP , _ 1111.- - ._... ..... WDW VINYLSH CLEAR NO GR W/SCRN i1111 I 111"X72" . _ -- _. L._... 1111..-. ,_-- EA 1 2/8 8/0 1 Door 35 5/8" X 991/16" 1 341/8" X 98 5/16° _ _ 1111. _ _ , .. . _ 1111 _11 1 - . . .. .. , . , . 1111 _ 1111_ .. . .1. .. 1111. .,. 1111,.. 1111... .......-1111., 1111_ ...._...- 1111, -1111:,.. ,,.........._ .._.... _ _. 1111 1111 .. ...... .. ... .. .. �.. .. 1111.,. 1111 1111 ,. _ 11111111., . , _ 1111-1 1.11_ ._1111.. _..__._.,. --_ 1 ... 1 EA 3/0 8/0 11.11 ....._L..._._,, 1111.. Door..._....,...._..._ ............. 1111... , . _. _ 1111 . I,.. _ 39 5/8" X 991/16" 1111 .... ... .,. 381/8" X 98 5/16" .. ..11 11 ... A R C H I T E C T S 1441 N. HUNALD MEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBaIV. do LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT #: 02997.0/043R1 PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDA S , Yvi f -M, DA 7/Go-/18 S 1/4"=1'-0" SrP D' 7 \000000000 SUBaIV. do LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT #: 02997.0/043R1 PAGE: WINDOW SCHEDULE ARCHITECT STATE OF FLORIDA S , Yvi f -M, DA 7/Go-/18 S 1/4"=1'-0" SrP D' 7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO 5E WIRE TIED TO LATH 6 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX15TS BEYOND EXCEPT STAPLES W/ %a' LEG MAY 5E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO 5E REMOVED AFTER INSTALLATION FASTENERS TO BE 5PACED g I" O.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL 5E STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO 5E NAILS OR STAPLES IN COMPLIANCE W/ A5TM C1063 2. WIRE TIES TO 5E (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY 6E IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LE55 PIPE PENETRATION ---� STARTING U117N THE 507?OM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FOt2h1 FLASH I IN HALF (LENCx7N WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PRO?EC?0 FORM FLASH WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 70 THE BOTTOM HALF OF THE PIPS AND WRAP AROUND TUE PIPE. PER F5C 8703.1.1 TO GAP MIN. 6' TO 8' 6' TO 8' EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A air 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCAE: KT.S. J' THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) D.C. MAX AT 5UPPORT5 WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 (:L -Yl - PE "M" CONTROL JOINT RTA NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5. ►�l�r ozo TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER *l, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMA5LE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: 51DE LAPS OF METAL PLASTER BASES SHALL 5E SECURED TO FRAMING MEM5ER5. THEY SHALL 5E TIED 5ETWEEN SUPPORTS WITH 0.0475 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). A5 PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY 5E PATCHED PEEL 4 STICK WOOD STU 5HEATHI WR5 1 TAPED TI SHEATHING w/ W1 *2 OVER TOP. W1' IT TO 5E LAPPS_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO 5E 1' 'MIN. LAP METAL LATH HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: KTB. WOOD SHEATHING WATER RE515TIVE 5ARRIER LAP 51DING (PER 5UILDER) MINIMUM LAP (PER MANUF. 5PEC5) WEEP 5CREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. 5PEC5) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP NOTE: APPROVED BUILDING WRAP SHALL 5E LAPPED A MINIMUM OF 6' o VERTICAL LAPS (ROLL ENDS) 4 6' ,s HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL F4 "L" FLASHING 4 SCALE: Kt,S. STUCCO $" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER 'kl, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER 01, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 02 (FORTIF15ER z 5UILDING PAPER OR ;nI I APPROVED EQUAL) METAL LATH X X X X STUCCO ,a. WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C 8103.1.1 / ASTM C-641-09/ MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RE515TIVE 5ARRIER A R C H I T E C T S 3.441 N. KVNALU KtAUAN t§LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT #43) MODEL. ESTERO BAY (VERSION#02) PROJECT#�: 02997.000/043R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA DA : 7/9/18 S 1/4"=1'-0" 9 EET \OODDODDOOJ SUHDIV. 8e LOT: KENSINGTON RESERVE (LOT #43) MODEL. ESTERO BAY (VERSION#02) PROJECT#�: 02997.000/043R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: STATE OF FLORIDA DA : 7/9/18 S 1/4"=1'-0" 9 EET TEXTURED CEMENT I T I OU5 WRB LAYER1, 5TUCCOWRAP (OR APPROVED COATING - EQUAL) WRB LAYER *2, FORTIF15ER BU100D SHEATHING _ $" THICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF WRB LAYER �1, 5TUCCOWRAP (OR APPROVED `= : � SEALANT. CEMENT PLASTER PREMANUF. PRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE -DEICE HOODED VENT ATTACHED PER MANUR -- (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS _ STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF _ OVERLAPS KICKOUT 1 Y' ABOVE SHINGLES =i` NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT I T 1' MIN. '_ p VER ER ALL SIDES SELF -ADHERING FLASHING 51DE5, /4 SEALANT a JOINTS ALL AROUND �•.. •p.d 4J.1' . y THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH *LRYER VENT BLOCK DRYFLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER �n DRYER VENT 11 FELT UNDERLAYMENT � •� 6A ��-�_ �LT.a. FRAME) OVER QUICK FLASH PER FBC R103.1.1 dam° PIPE THROUGH WALL(A SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3', FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER 'QUICK FLASH" ASTM C 926-12A. FASTEN 4" O.C. Max. PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING A scab: N.rs. SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHINGWRB LAYER 02, FORTIF15ER LEGEND WOOD WRB LAYER 1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER 1, 5TUCCOWRAP INSTALL KICKOUT FLASHING �Ll��ffT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL SHEATHING WRB LAYER 0'2, WOOD CONSTRUCTION� ��/8" TEXTURED FINISH e WOOD WRB LAYER 02 INTERSECTIONS FORTIF15ER FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER k BUILDING PAPER COR S CMU MEMBER 6 1' O.C. MAX OR APPROVED EQUAL) r APPROVED EQUAL) -�" AREA TO RECEIVE 1 COAT OF SHER-CRETE -- �� :? /a TO /a MID -WALL METAL LATH X x X X $ THICK, 3 COAT CEMENT WEEP SCREED --- - - - _ STUCCO ( a 4 FLEXIBLE CONCRETE WATERPROOFER or - WOOD FRAMED PLASTER 6" WIDE STRIP SELF SCRATCH COAT PRIOR TO ELEC. METER :. WALL INSTALLATION ___ %a' TO 7/S" MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING__ __ _ _ _ WEEP SCREED MA50NRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/UJA1) - 6" SELF -ADHERING FLASHING TEXTURED FIN15H s MASONRY - HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED METAL LATH: LATH TO BE PER FBC R103.7.1 /ASTM ELEC. METER FIELD VERIFY '7A �,��:,,,T�. FRAME TO FRAME(FRAME TO BLOCK 7B ��E: N.T.S. C-547-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR LOCATION -- NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY // FLASH 1 PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING AT THE MANUR SPECIFICATIONS 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 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING -- POLYMERIC ISOCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ('GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CL05ER WOOD SHEATHING THAN 1" TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER 01, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD• ° • ° • 0.0 OVER STUCCO/ C.V. FIN15H 0 . 0. O. 0 0 - FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D' SECTION) ELECTRICAL CONDUIT 0. METHOD AS DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT • .o. METAL LATH ZENETRATION'PIPE PENETRATION DETAIL" AT ALL JOINTS AND • 0,A` = . APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER *2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR 9 �1��TRCAL RECEPTACLEOR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL)STEP 4 STEP 5T� STEP 6 AItCN ITECTS Desi n rou �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 svHDIV. as LOT: KENSINGTON RESERVE (LOT #43) MODEL-. ESTERO BAY (VERSION#02) PROJECT�: 02997.000/043R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA 7/$/18 S($p_E: 1/4 $$ /4„ _ 1, _ 0„ ' WA2 WOOD SHEATHING WOOD CONSTRUCTION %4' NAT CHANNEL W/ %' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 01, - 5TUCCOWRAP (OR APPROVED EQUAL) ' TH I CK, 3 COAT — CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AM6(o-WFWC-750 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR ------ SEAL GAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ' THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) =' WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6' SELF-ADHEREING FLASHING t= WRAPPED a CORNER OF CANTILEVER AMIGO AM66-WFWC-780 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL CANT. l OA SC.":V.S. FIN15H LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 1 Y2'X1 Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL 5HEET5 OF PEEL 4 STICK 1 Y2'XI Y4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR BACKER ROD 4 SEALANT " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD s•=COMPONENTS PULLED APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO .. .a.. °.. _a. WOOD SHEATHING F 7– Z _ _ 11 SELF-ADHE5IVE FLASHING VINYL (OR APPROVED - EQUAL) CASING BE 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FIN15H ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 �--- DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / A5TM C-541-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH D 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 ACCE55ORIE5 ONLY) &RR!K, EDGE INSTALLATION Y4' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 �'X1 Y' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT DECK TO CANTILEVER OPT. BACKER ROD ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCES50RIE5 ONLY) BALCONY DRIP EDGE INSTALLATION �AIIf ss-sCOMPONEN?S PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) CONER BEAD 1I FRAME 12A F!! T,�. CORNER BEAD (FASTENER 4 SPACING G 7' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT 12B CORNER BEAD BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RE515TIVE BARRIER *2 6' SELF ADHERING 4 FLASHING PEEL 4 STICK I /1'2'x3' 'L' FLA5HING FULLY EMBEDDED IN ROOF CEMENT 1 Y2' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING (o' SELF ADHERING 4 FLASHING I %2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT y' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE550RIE5 ONLY) BALCONY DRIP (� COLUMN W GE INSTALLATION L FLASHING A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUHDIV. ac LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT�: 02997.000/04381 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA DA : 7/9/18 S :1/4"=1'-0" SHEET r �om00000m�� SUHDIV. ac LOT: KENSINGTON RESERVE (LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT�: 02997.000/04381 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA DA : 7/9/18 S :1/4"=1'-0" SHEET r WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " TH I CK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #1, 5' (OR APPR0) WRB LAYER #2, FORTIF15E PAPER (OR APPR0) -f r $' TH CEMET (o' 5ELF CASING BEAD @ WINDOW FRAME, NO BAND 13A �: KTa. WOOD CONSTRUCTION BEYONI WOOD 5HEATHIN WEATHER RE51STIVE BARRIER WEATHER RESISTIVE BARRIER ' %o' X 1 Y4' LAP SIDING W/6' REVEA 0 SELF -ADHERING FLA5HINI STARTER STRIP PER MANUFACTURER'5 INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENINI GALV'D METAL 'Z' FLA5HIN STUCCO CA51NG BEA SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 W6' X I Y4' LAP 51DING W/6 REVEAL (o' 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLASHING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y8' FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING %a' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RE615TIVE BARRIER #2 iTUCCOWRAP > EQUAL) dG =ORTIFIBER R (OR IAL) T .R WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL METAL LATH " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD 6'5ELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) `17—WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'LODED $' THICK, 3 COAT W FOR aRirY) CEMENT PLASTER U11NDOlU FLANGE —� WRB LAYER "I, 57UCCOURAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH " TH I CK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME. W BAND 13B ALE: KTA (o' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER 01 WEATHER RE515TIVE BARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6' SELF -ADHERING FLASHING GALV'D METAL 'Z' FLA5HING DO NOT CAULK OR SEAL OPENING GALV'D METAL 'Z' FLASHING STUCCO CASING BEAD WOOD CONSTRUCTION BEYOND 6' 5ELF-ADHERING FLASHING WEATHER RE515TIVE BARRIER #1 TO LAP (o' MIN. ABOVE TOP OF 'Z' FLASHING WEATHER RES15TIVE BARRIER #I WEATHER RESISTIVE BARRIER #2 GALV'D METAL 'Z" FLA5HING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 E -Z BEAD VINYL (OR APPROVED EQUAL) CA5ING (W/%$' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO° WOOD SHEATHING _fJ1 f 5ELF-ADHE51VE FLASHING NOTE- METAL OTE-METAL LATH- LATH TO BE PER FBC 8103.7.1 / A5TM C-641-09, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINA LATH DOES NOT MEET SPECIFICATIONS) SEALANT SE -- WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX ?RIM MEMBER 's STUCCO TO SIDING TRANSITION SIDING Y4' GAP TYP CASING BEAD TO TRIM J. i�irrii�r,• !'' ::fir! " ;+r. i ��RI� " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER 01, STUCCOWRAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 14 sGaLe: KTP. t cess-sECTioN� WOOD SHEATHING METAL LATH WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #21 FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD CASING BEAD @ RAISED AND(FRAME) @ou KT,s.B WOOD SHEATHING WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER $' THICK, 3 COAT CEMENT PLASTER _Y4 GAP TYP METAL LATH METAL LATH CASING BEAD SEALANT TO WINDOW WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) ' WOOD SHEATHING' WRB LAYER #2 FORTIFIBER WINDOW FRAME WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) (o' WIDE PEEL 4 STICK OVER FLANGE E -Z BEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/%a' FLEXIBLE PVC BACKER ROD MEMBER INCLUDED) APPLY FULL BED OF SEALANT BETWEEN — FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING 1 SCALE: Kts. BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR APPROVED EQUAL) CA51NG (W/Ya' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED CLARITY _• - A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 svHDIV. 8c LOT: KENSINGTON RESERVE ( LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#�: 02997.000/043R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA D T : 7/9/18 s :1/4"=1'-0" s EET \OOODOODODj svHDIV. 8c LOT: KENSINGTON RESERVE ( LOT #43) MODEL: ESTERO BAY (VERSION#02) PROJECT#�: 02997.000/043R1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA D T : 7/9/18 s :1/4"=1'-0" s EET CUT HOU5EWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WE) STUD WALL TEMPORARILY FOLD -UP SECURE HOUSEWRAP (O "'i 0-1 "P UNDER) at HEA STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP 18 scALe: KTA (FRAME) APPLY 0:31 H2U COR EQUAL) SEALANT • WINDOW/CNN JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR EQUAL), SLOPE SILL TO EXTERIOR FLASHING FOLD HOU5EWRA IN AT JAM55 4 51L SLOPE SILL R.O. T, EXTERIO' INSTALL 6' 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN 1' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN t ALIGN FLEXIBLE SELF -ADHERING 45HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL 01 rJr u NOTE: 1. IT 15 THE CONTACTORS RE6PON5I5ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS t WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (o' SELF -ADHERING E OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/$" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L-81 VERT END DAMS REQ'D. AT EACH END OF SILL 01,n r r 'MIN. TEXTURED ;EMENT IT I OU5 COATING )VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT 'MIN. TEXTURED ;EMENT I T IOUS COATING )VER BLOCK O I LF u (o' WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT 70 -WRAP BT-20XL APPROVED EQUAL) J' MIN. TEXTURED :EMENT I T I OU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS (MIN. (MIN. THICKNESS �°) (MIN. THICKNESS �") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 UI A.Jl v J' MIN. TEXTURED �EMENT I T I OU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS �") SIDING LOOK S. FLORIDA A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � 11111111111 �om000000m� SUBDIV. & LOT: KENSINGTON RESERVE (LOT #43) MODEL. - ESTERO BAY (VERSION#02) PROJECT#: 02997.000/043R1 PAGE: WALL ASSEMBLY DETAILS