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Home My WebLink About3757 Hanworth Lp (a)ESTERO BAY VERSION#02 FORM RECORD COPY REVIEWED POV�ODE COAc' UING.E PLANE EXA INER Z.I;.H' DATE S, 15 -1 A F'Ett,Ld;i I;, =.U�=D SHA J_L EE CONSTRUED TO BE A (_!CENSE I0 PROCEED WITS I 1,9E \NORK F',ND NOT AS AUT Hf)Ri ;Y -i-C) VIOLATE, CANCEL ALTER C H SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REoUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection + anhomes-com #18-479 s.lt • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV, ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION RYAN HOMES — ORLANDO • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS 4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET ALT. ALTERNATE MFR. MANUFACTURER ORLANDO, FL 32811 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS RYAN HOMES — 'PAMPA CL CENTERLINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE 1409 TECH BLVD., SUITE 202 • OCCUPANCY — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 2 LEFT & RIGHT ELEVATIONS TAMPA, FL 33619 e CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 3 FIRST FLOOR PLAN CONC. CONCRETE P.B. PUSH BUTTON 4 SECOND FLOOR PLAN • MIN. INTERIOR FINISH — CLASS C COND. CONDENSER PH. PHONE 4.1 STAIR SECTION • STATE OF FLORIDA • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE 5 FOUNDATION PLAN VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD PROFESSIONAL ARCHITECT: D. DRYER PR. PAIR 5A FOUNDATION DETAILS • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5B DOWEL PLAN JAMES CANTWELL • EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISERDIA. DIAMETER RAD. RADIUS 5C LINTEL PLAN (LOTTS) AR NO. 12079 • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5D LINTEL PLAN (CAST CRETE) • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN (QUALITY PRECAST) DP. DEEP REF. REFRIGERATOR F A.B. DESIGN GROUP, INC. LOCAL AND STATE CODES DR. DOOR RM. ROOM 6 FIRST FLOOR RAMING PLAN 1441, NORTH RONALD REAGAN BLVD. D.S. DOWNSPOUT R.O. ROUGH OPENING 6.1 SECOND FLOOR ROOF FRAMING PLAN WIND SPEED & EXPOSURE CATEGORY DTL. DETAIL S.D. SMOKE DETECTOR 7 ENTRY SECTION DETAIL LONGWOOD, FLORIDA 32750 D.W. DISHWASHER S.H. SINGLE HUNG 8 FIRST FLOOR ELECTRICAL PLAN Fax: (407) 774-4078 Tel: (407) 774-6078 EA. EACH SHT. SHEET BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 8A SECOND FLOOR ELECTRICAL PLAN EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR D1 SECTIONS/DETAILS DRAWING / CONTRACT DOCUMENT EXT. EXTERIOR SL. SLIDING ASTURIA 150—C F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS/DETAILS REVIEW BY BUILDERF.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS AYERSWORTH GLEN 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS BAYBERRY WOODS 15 0 — B FLUOR. FLUORESCENT T.O.C. TOP OF CURB THE BUILDER ASSUMES ALL LIABILITY FOR D5 SECTIONS/DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. CARRIAGE POINT 150—B FFRENCH DOOR T.O.P. TOP OF PLATE FTTG.G. FOOTING T.O.S. TOP OF SLAB D6 SECTIONS DETAILS CHAMPION'S RESERVE 140—B GA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED IF ANY ASPECT OF THE CONSTRUCTION (AS CREEK SIDE 140—B G.F.I. GROUND -FAULT CIRCUIT OTHERWISE DESCRIBED IN THIS DRAWING SET) ARE UNCLEARINTERRUPTER V.P. VAPOR PROOF WA1 WALL ASSEMBLY DETAILS CYPRESS PRESERVE 139—C GL. GLASS W. WASHER WA2 WALL ASSEMBLY DETAILS AND IN NEED OF FURTHER DETAILING OR GYP. BD. GYPSUM BOARD Wi WITH WA3 WALL ASSEMBLY DETAILS EXPLANATION IN ORDER TO BUILD THIS PROJECT CYPRESS RIDGE 140—B H.B. HOSE BIB WD. WOODH.C. HOLLOW CORE WDW. WINDOW WA4 WALL ASSEMBLY DETAILS BASED ON THIS DRAWING SET, THE CORRECT HAMILTON GARDENS 140—B HDR. HEADER WiH WATER HEATER WA5 WALL ASSEMBLY DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A HIGHLAND MEADOWS 140—B HGT.ORHT HEIGHT W.I. WROUGHT IRON INSUL. INSULATION WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO HIGHLAND PLACE 140—B INT. INTERIOR THE ARCHITECT OR ENGINEER FOR CLARIFICATION. KENSINGTON RESERVE 140—B AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN LAKES AT LUCERNE 140—B S Q . FT. CALL .' SLUCAYA LAKE CLUB 150—C RFPs IN WRITTEN/DRAWN FORMS IN A TIMELY McCORMICK RESERVE 140—B MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF OCOEE PINES 140—B 15T. FOR. LIVING 1091 50. FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI'S ORCHID ESTATES 140—B 2ND. FLR. LIVING 1126 5Q. FT. HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF OSPREY LANDING 150—C THE CONSTRUCTION BASED ON THE DRAWING SET. OVERLOOK AT GRASSY LAKE 140—B TOTAL LIVING 2823 5Q. FT. THESE PLANS ARE DESIGNED AND ENGINEERED FOR PLEASANT HILL 140—B 2 -CAR 4 TANDEM GARAGE 635 5Q. FT. A WIND SPEED AND EXPOSURE CATEGORY OF 150—C SERENOA 140—B ENTRY 116 50. FT. RESPECTIVELY. IN THE CONDITION THAT THIS HOME SHADOW RIDGE 140—B LANAI 100 50. FT, IS BUILT IN A WIND SPEED AND EXPOSURE SOUTHFORK LAKES 150—B CATEGORY LESS THAN 150—C, PLEASE REFER TO SUMMERWOODS (WILLOW BEND) 150—B TOTAL 3614 5Q. FT. GENERAL NOTES SHEET (GN), SECTION TIMBER, VICTORIA TRAIL 140—B NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C TS Design GrouFrnc. LUNUVVVVU, I-LJZIOU PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA JAM ANTWELL 6N(Ck 12079 D E: 12/5/18 ALE: 1/4))=V-0)) EET S OF o I�IIN�II SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA JAM ANTWELL 6N(Ck 12079 D E: 12/5/18 ALE: 1/4))=V-0)) EET S OF o 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 IPSF) Al SLEEPING ROOMS 30 Al ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS B.1. ALL AREAS 10 C. ROOF LIVE LOADS ** C.1. " MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. =150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS *0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWINGICONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72"' ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/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. 9 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 ''%-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''/rINCH GYPSUM BOARD OR EQUIVALENT. @ITC IA/ASV 9 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. 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4 . 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 Y4". 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 402/ ACI 530/ ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF 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 '/4INCH 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 R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #5, W31 OR D31 AND SMALLER ?" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.1. #11 AND SMALLER 34" D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1'/z" 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. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER 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. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9W). 41 MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WIN DSPEED/ EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/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. I @ 16" O.C. @ 16" O.C. @ 16" O.C. I @ 16" O.C. 1 @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. ei I u1111nnil% 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 B137.5 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 1W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM '/4' PVC (SCHEDULE 40), INSULATED WITH'W 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 A R C H IT E C T S Des2Grouo1n . 3.441 N. HUNALU HEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: GENERAL NOTES ARCHITECT: STATE OF FLORIDA 12079 DATE: \1,2/5/18 ' -"""%CALE: 1/4"=1'-0" 'GNOF S HEET PREC,45T LINTEL (CENTERED ON 12" E COLUMN DTL. 1 SCALE: 3/4'=1'-m' 5QUARE TOUTED CMU m RR -our COLUMN R TAPER STONE VENEER m GROUTED IU 545E r- cf3 4' TRIM E SECOND FLR, BRG, W1 6" HEEL HT. 5ECOND FLR, HDR. I- E 4' TRIM E SECOND FIN, FLR. FIRST FLR, BRCx, FIRST FLR. HDR, HEIGHT, U.N.O. ,4 IRV 4" WIDE RAISI BAND (TY TEXTURE CEMENTIOUS COATING PER (ASTM C (TYP.) FIRST FIN. FLR. SECOND FLR. BRCS. W1 12" HEEL HTIV. SECOND FLR. HDR.,` SECOND FIN. FLR. j FIRST FLR. BRCS, FIRST FLR. HDR. HEIGHT, U.N.O. FIRST FIN. FLR. (ELEVATION M) /21 1111/ I r- /I O iol REAR ELE�"ATION EPA 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 9Q— 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 TEXTURE CEMENTIOUS :OATING PER (ASTM C926) , TYP.) A R C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I E 10 co 0 E 10 cc L it SUBDIV. & LOT KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: FRONT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA DA E: /5/16 ALE: HEET OF 11,1111,1 I E 10 co 0 E 10 cc L it SUBDIV. & LOT KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: FRONT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA DA E: /5/16 ALE: HEET OF SECOND FLR. 5RG. W1 12' HEEL HT.,` SECOND FLR. HDR.! ECOND FIN. FLR. FIRST FLR. 5RG. FIRST FLR HDR. HEIGHT, UN.O, — — STONE VENEER FIRST FIN. FLR. j4 SHINGLES (TYP.) 0 12 OFF -RIDGE VENT 12 5�——�5 L=J-=K 0 TEXTURE CEMENTIOUS COATING PER (ASTM C926) (TYP.) LEFT ELEVATION (ELEVATION M) OFF -RIDGE VENT SECOND FLR. ERGs. — — BUJ/ 12' HEEL HT. SECOND FLR. HDR 12 5 — —OL SECOND FIN. FLR. OL FIRST FLR. 5RG. IT OL FIRST FLR. HDR. HEIGHT,.O. 0 RIGHT ELEVATION (ELEVATION M) 0 rA R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVHDIV. & LOT KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT • R2065.032/00001 PAGE: LEFT & RIGHT ELEVATION ARCHITECT- STATE OF FLORIDA D E: 12 /5 /18 ALE: 1 /4" =1' -oft HEET 2 OF 8 \000000000 SVHDIV. & LOT KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT • R2065.032/00001 PAGE: LEFT & RIGHT ELEVATION ARCHITECT- STATE OF FLORIDA D E: 12 /5 /18 ALE: 1 /4" =1' -oft HEET 2 OF 8 SQ.FT. CALC.'S IST. FLR LIVING 1091 SQ. 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 BRG. HEIGHTS S'-4' BRG. LOAD BRG. WALL FEW R.R. WNDOW CALCI COMPONENT APD CLADDMCI WND LOADS BASIC WW EXPOSURE FOR 3 SECOPD GUSTS cAu. • GWAFE FOOTAGE WK/DFL o � zarE 150 MPH WIND 1 112 16'-0'x1'-0' O.H. S 24.6/-30.2 2 31 3080 DR W� 12' s1.. 4 26.9/ -29.4 3 19 26 -SH 5 303/ -386 4 34 (2) 25 -SH 4 26.9/ -29.4 5 34 (2) 25 -SH 5 213/-35.2 6 34 (2) 25 -SH 4 26.9/ -29.4 1 45 6080 S:G.D. 5 2(o.4/-333 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT -150 / VASO =116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY - TYPE 11 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 0:6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. 3 1/2" Cv //-- v 1'-0" DBL. TOP PLATE 2x4 0 WOOD -' FRAMED `V 16' O.G. �l CABINET SECTION 07r 6'-6, 02 ARCH DETAIL �1 6 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 ARCH DETAIL 0 ARCH DETAIL �4 ARCH DETAIL •o 0 301-011 101-011 4'-0" 10'-15" 15'-4" (2) 25 -SH 0 6'-0" �'-2" 16'-10" CABINET 1 I GROWN I MOULDING FAMILY RM. II = __ ---- 16'-0'x20'-0' �r —1� IV- 4' CLG. O Dw. Ij III N II Z SINK R/T C 0 KITCHEN I 9'-4' CLG. I S" n .3'- 4 0-011 I 4'-0" 5'-0" I 42' HIGH RAILING GOND � kCOND.1 �--� (2) 25-81-1 DINETTE O R/r I c V-4' CLG. I_ I� I (2) 25 -SH 0 6'-0" �'-2" 16'-10" CABINET 1 I GROWN I MOULDING FAMILY RM. II = __ ---- 16'-0'x20'-0' �r —1� IV- 4' CLG. O Dw. Ij III N II Z SINK R/T C 0 KITCHEN I 9'-4' CLG. I S" n .3'- 4 0-011 I 4'-0" 5'-0" I 42' HIGH RAILING POST 1R-1SH PWDR. >x CLG O %�\?� %.0W Z® > L 0 s r= Opel r LANAI j V- 4' CLG, I 10'-0" T LJ STUD 2 -CAR GARAGE m 19'-4'x20'-4' _ I - CAR TANDEM GARj 9'-10'x19'-4' 9'-4' CLG. WE -9 — — — — — — — LINE OF 2ND. FLR ABV.F U�I VENEER 4 16'-0'x1'-0' O.H. 0 ------------------ — -- i l HB. J11 -4R 6" STONE 5'-6" 2'-4" 16'-0" 2'-4" VENEER 20' -S" , FIRST FLOOR PLAN ELEVATION M v- rA R C H I T E C TS VVI,VI I.VV V ' '078'J PH: 407-774-6 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � ri I = — • — .I n � :i �'I'll"III rq �00000000r i [JRA IN ri AII POST 1R-1SH PWDR. >x CLG O %�\?� %.0W Z® > L 0 s r= Opel r LANAI j V- 4' CLG, I 10'-0" T LJ STUD 2 -CAR GARAGE m 19'-4'x20'-4' _ I - CAR TANDEM GARj 9'-10'x19'-4' 9'-4' CLG. WE -9 — — — — — — — LINE OF 2ND. FLR ABV.F U�I VENEER 4 16'-0'x1'-0' O.H. 0 ------------------ — -- i l HB. J11 -4R 6" STONE 5'-6" 2'-4" 16'-0" 2'-4" VENEER 20' -S" , FIRST FLOOR PLAN ELEVATION M v- rA R C H I T E C TS VVI,VI I.VV V ' '078'J PH: 407-774-6 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �'I'll"III �00000000r sUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT R2065.0a2/00001 PAGE: FIRST FLOOR PLAN ARCHITECT. STATE OF FLORIDA D E: 12/5/18 ALE: 1/4"=l' -O" SHEET OP' 3 SECOND FLA. WINDOW CALLS- COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS cai • FOOTAGE ATIMI zorE tso tum WIND 1 30 (2) 3050 -SN EGRESS 5 213/ -298 2 153050 -SN 4 2810/ -31.1 EGRESS - -- ----- 3 12 3040 -SH (TEMP.) 5 29.1/ -3110 4 15 3050 -SH EGRESS 4 Z86/ -31.1 5 15 3050 -SN EGRESS 4 28b/ -31.1 6 15 3050 -SN 4 286/ -31.1 1 15 3050 -SN 5 2810/ -318 8 15 3050 -SN 5 2810/ -318 9 15 3050 -SN 4 286/ -31.1 10 15 3050-81-1 5 28b/ -31.8 EGRESS � 11 6 2030 -SN 4 Z9.1/ -316 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD -116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY -TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t 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 FIBERGLASS SNWR. 40'-0' 3'-6" 4'-2" v 5'-8" 5'-g"lz 1 11'-5" 1, 12'-6 " 10'-4" , 3044) -SW (TEMP.) O 0 O -------------------------- LINE --------------- LINE OF 1St. FLR. BELOW SECOND FLOOR PLAN (-A R C H I T E C TS -) Design Group Inc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 3050 -SH � 1R-1SN _ 8 EGRESS �.,------, D' - -- ----- �`6I OWNERS SUITE � W.I.C. I 19'-6'x15'-2' N TRAY GLG. I I I � I� iR-1SN e Iu0 I � W.I.C. W.I.C. I = — — — — — CLG. I N I tY :E I NI I � -I I 1R- iSN 0 Y. LAY. ;) T 0 � TUB — — — BATH#1 8'-0' GLG. A I A , H R- I T)NI. �ODDODODOJ O llvw 4.1 ct) 0 I1'-9"CA c{1 42' NIGH RAILING 2-0 1R -ISH -ISN 4-0 N 51--- F.-0" -011 5'-0" 14'-4" BDRM. 4 12'-0'x11'-2' ►[� LOFT 8'-0' GLG. 13'-8'x24'-6' � GLG. N DBL 0 STUD 0 3050 -SN 10 O EGRESS 3050-SN9 3050 -SN 4'-6" 5'-10" 5'-10" 4'-6" 20'-8" 1 -------------------------- LINE --------------- LINE OF 1St. FLR. BELOW SECOND FLOOR PLAN (-A R C H I T E C TS -) Design Group Inc. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �ODDODODOJ SU3BDIV. 8e LO'T KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.032/00001 PAGE: SECOND FLOOR PLAT ARCHITECT. STATE OF FLORIDA T : 12/5/18 C 1/4"=1'-0", ISIMET 4C)Or OPEN STAIR DATA: 17 RISERS @ 7.57" 16 TREADS @ 10.00" + 1" NOSE 42' HIGH 1/2 WALL i � U � z � OPEN w @U 4' MAX PER `Q p FBC Q 8312.3 Q w 8 = 'tx m� r 010 1011 MIN -'I I MA z10, X / z / cs�ool/ nl / Lool/ 2x4 PLATE i 16'-63/4" 2ND. FLR. SRG. HT, 3/4' T 4G SUB FLOOR GLUED 4 NAILED 10'-63/4' 2ND. FIN. FLR. 13'- 4" 51;RG. HT. `— PRE -ENG. FLR. / TRUSSES / SECURE 2x12 MAX / STRINGER TO SOLID NAILING W/ 12d / NAILS TO 8E / NAILED FROM BACKSIDE / (2) LAYERS OF 3/4' PLYWOOD OR (2 ) / LAYERS OF 3/4' / SU5 FLOOR MATERIAL RIPS GARAGE- FOR SOLID NAILING 3/4' KICK PLATE 36" CONT. HANDRAIL 42' HIGH 1/2 WALL (3) 2x12 S.Y.P. STRINGERS 2x4 REINFORCING v EA. 2x12 STRINGER SECURED W/ 126 6'-6' O.C. 0'-0' FIN, FLR. STAIR SECTION: 9'-4" BRC. 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FLR WELL -COMPACTED CLEANBARRIER ON p_4• TERMITE TREATED FILL �4' 1'-0' 4' WELL -COMPACTED GLEAN • °• 6 -MIL POLY ETHYLENE VAPOR y ° c BARRIER ON WELL -COMPACTED (2) 5 REBAR ON CHAIRS I'-8' TERMITE TREATED FILL GLEAN TERMITE TREATED FILL ° !3) 5 REBAR ON CHAIRS y ° GROUTED BOND BEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR G ° TIE VERTICAL REBAR � VARIES PER ELEV. AT L.B.W. W NO -UPLIFT) AT L.B. W. BLOCK WALL CONNECTION A OMITTED DOWELS TO HORIZATIONAL (� SCALE: 1/2'■I'-0' > REBAR W/ 10' HOOK TIE VERTICAL REBAR SCALE: In'■1'-0' t/ B 'GALE: In'•I'-0' 1 SCALE: I/2'■I'-0' O f TO HORIZATIONAL U 6' PVC CHASE THRU FOOTING GROUTED BOND BEAM r+ ' REBAR W/ 10' HOOK 8' VARIES 8' 1 -STORY VARIES PER ELEV. - VARIES PER ELEv. CAULK AND SEAL (2) 5 REBAR ON CHAIRS � 2 -STORY Z ° 3 3 (3) 5 REBAR ON CHAIRS ° a -- G _- l___ ° ___ GROUTED BOND BEAM a G G (2) 5 REBAR • I -STORY G v (3) 5 REBAR • 2 -STORY GAS INE ° L OUTSIDE REBAR TO BE (1) 5 REBAR VERTICALLY W/ GONG. ° -- - - - -- ---- - V�-�,� CONTINUOUS OU ° P RED CELL ° I ° R -4J INSUL. MIN. � G �' PVC SLEEVE FOR GAS LINE ° ° /V� G a' CMU X//�A ° 1/2' GYP. WL. El 8' CMU -,---- m z WOOD BASEY 13 ° U I/2' DRYWALL 14 2'-1' MIN. LAP F IL w --- i Q p 3 1/2' GONG, RE INF. W/ 6'x6'--- _ WIAxWIA WWF OR FIBERMESH ON Z Q RME N G SHOWER RECESS FOOTER E ff 6 -MIL POLY ETHYLENE VAPOR 1 O WOOD BASE REBAR LAP AT FOOTING a , CLEANOUT REQUIRED Q CLEANOUT REQUIRED SCALE: 1'd'-0' B O G CLEANTERMITE TREATED IED ---- - FOR INSPECTION _ . Q ___ __-.._ _. FOR INSPECTION 1J 'GALE: 1/2'=P -O' F F i V RECESS FOR ° Z - G S Cs D. TRACK a J F ° 6' FINISH FLOOR c io a 0'-0' FIN. FLR 0'-0' FIN. FLR 6' PVC CHASE THRU FOOTING °I w ° G • , °G ° ° TIE VERTICAL REBAR a °; TIE VERTICAL REBAR G c G (1) 5 VERT. DOWEL ° ° TO HORIZATIONAL ° ° ° TO HORIZATIONAL LAPPED W/ BOND BEAM uj _ REBAR W/ 10' HOOK REBAR W/ 10' HOOK > - (i) 5 REBAR AT CORNERS( -STORY ° W/ 25' LAP MIN. O 14' 8' 4' (2) sg REBAR ON CHAIRS 2 -STORY E c 4 (3) 5 REBAR ON CHAIRS w> 41 4 G m0 ;'0 HORIZONTAL/ VERTICAL 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK11 TYP. REBAR LAP W BLOCK WALL E REINFORm IMG �I BEARING CHANGE G 'CALE:I'■I' AT LINTEL CORNERS D SCALE: In'■I' 1 SGALE:1/2'.1' SCALE: I'=I'-0' C SCALE: In'.1'_0• A R C H IT E C TS Deso2Grou . _ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: FOUNDATION DETAILS ARCHITECT: STATE OF FLORIDA D E: 12/5/18 S k,1ALE: ;g 1'- 0" SHEET 5 A OF 14'-4° @ 21'-4" ■ � N N 25'-4" ■ ■ ■ N � 4' -all ■ m N ,n m �p ■ ■ `t �t N _ @ i N �r ■ @ ■ m ■ ■ ■ a° AL ■ ■ ■ ■ @ 7' -o" - m la' -4"A ■ ■ ■ ■ ■ 1e'- .4 DOWEL PLAN. A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E v; E 0 c m SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.032/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA DA E: 12 /5 /18 S ALE: 1/4"=1'-0" SHEET OF 0 5B 11111111111 6m, E v; E 0 c m SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.032/00001 PAGE: DOWEL PLAN ARCHITECT: STATE OF FLORIDA DA E: 12 /5 /18 S ALE: 1/4"=1'-0" SHEET OF 0 5B EXTERIOR MASONRY WALL BRCS. HEIGHTS 11111 9'-4" BRG. LOAD BRG. WALL L POUR SOLID UJ/ (2) S VERT, REBAR (2-TYFJ CONE)./ 1 GENERAL NOTE5: I, CODES LI. FLORIDA 5GILDINCs CODE RESIDENTIAL, 6TH EDIT�CN (2017), SECTIONS R402.2 a ROO& 2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 1901.2 a 2107. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-08). I4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LO4D5 FOR BUILDINC35 AND OTHER STRUCTURES (ASCE 7-10). CONCRETE: CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: PRE -CAST 'w/STANDARD REINFORCEMENT -4000 PSI -... PRE -CAST W/FRESTRES5 REINFORCEMENT -6000 PS. .. -. GROUT PER ASTM 4476 - 3000 051 W/ MAX_ 3/8" AGGREGATE, 8° TO II" 5LUMP. 2REiNPORCING BARS: 2.2.1. STEEL PLACED iN PRECAST LINTEL AT TIME OF FABRICATION ASTM A&I5 (GRADE 60% 2.2.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3. PRE-STRE55ED STRANDS ASTM 4416 7 -WIRE, STRESS RELIEVED 210 K51 2?. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 25 GONGRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3. MASONRY: 3.1. DES;GN ANG CON TR.CT ON SHALL CONFORM TO THE SPECIFICATION OF -HE NATIONAL CONCRETE !-"A5ONRY ASSOCIATION AND 4C1 530-08, 3.2. IN MUM ` —' SONR 'NIT 5TREINGT�: FTI 1500 P5', 3 3. MORTAR S, -,ALL BE "'FTE 5. 4. STRucTaRAL 4.1. SAFE LOA_ VALUES ARE B45ED ON LINTELS HAVING A BEARING OF 8" ('WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RE5IDENTLA,. 6TH EDITION (2017..), SECTION R606.14 OR FLORIDA BUILDING cnrnF RFs DENTIAL, 5TH EDITION (2014), SECTION 2104.1.5 TABLE No. 1' JA=E WORI('['- _ATERAL LOADS LIN?E 54FE LATERAL LOADS 1 Total I i� Length Type II �� PLAN SOLID 1 10 Precast :. 1998 3964 6- - 4-,, 4-6 4, 48' Precast Precast Precast Precast 1168 844 638 586 :318 -- 1614 1266 � 1163 5 -1 Precast 666 1 I' 1355 . '0' I re Pcast i 543 '..1 1'`05 b 4 Precast �i j b -b' 111 Precast el Precast 634 �1 _ 612 _ 576 '364 1288 1211 Precast I " 8 1 Precast -11.--- 446 425 938 I - 894 e 0' Recast I� ! 8, 4° Precast - -4'eIL 99 Precast 387 354-145 211 583 ,,j Precast 192 - _ 5'-8'- 4-I�Precast I� 198 620 Precast -6, Precast 1 '5'-4' Precast ;64 !16 1 549 ~ 504 " 404 4'-0' Precast 99 391 Prestressed 4 Prestressed i� N.A- N.A. 34 30i 4 ' Prestressed NA L -8 Prestressed Prestressed t�4 N.A. NA 16 159Prestressed L-13 N.A. 131 Prestressed NA 120 N.R. = Net Recommended F— ''.. LINTEL ---------- -1 54FE LATERAL LOAC5 LENGTH TT f E: Ili BRC, HT, .otal Len th 9 ap 8' DOOR HEADER 8' DOOR 1 HEADER PRESTRESSED �! PLAIN SOLIC 3'-B' ! Precast 1112 2071 4'-0' Precast 950 6i- 1'4- 4-2' —� 4'-4' Precast Precast 86' 185 � 1521 1386 _ _ _ 11-2PRECAST(2)5 (2)5 277 498 498 251512 4'_8 - Precast 659 1165 - _ 5'-8'- Precast Precast - 650 `- 504 - 964 - 1, 6-8' 7-8' 1, 8'-8' -Iscast 1 Pri -ast 417 356 187 664 7'-6' Precast 286 535 LOTT'S CONCRETE P.O. BOX 111255 WINTER GARDEN, FL 34111 PH. (401) 656 2112 LINTEL NO. LENGTH TT f E: Ili BRC, HT, COMMENTS L-1 I -P-4" 8/36-5-(1)U/(UL PRESTRESSED L-2 5'-10" 5/14-5-01UKI RECESS L -2A I'-6' 8/16-5-(1:1,1/(DL TOP BARS: L-25 12'-0' 8/16-5-(I)ld/(1)15 SEE SCHEDULE L -2C 6'-4" 8/16-S-CI)U/(0)15 _ _ _ 11-2PRECAST(2)5 (2)5 277 498 498 251512 L-3 (1) #5 CONTINUOUS 4 0' •r 7 32° STIRRUPS AT 4'-0" cc L-4 1'-6' 8/16-5-(1111/(1)15 -1m •; (TIED OR WELDED) ui�o r "' -0' PRESTRE56�4 NR giro .:� r 19 4 L-6 7'-6' 8/16-S-CI)l.l/CllL SEE SCHEDULE (PRECAST) SEE SCHEDULE • /oorcroeecrn� 21 -4' 20 -0' PRESTRE55E ; ^) 5 +2) 5 NR 111 171 iI', L -8 10' -6" 8/16-S-Ci)UKDL 24 0' L-13 10'-6" 8/16-S-(11151/11)15 �I (2)2 8/8—S—(1) ,#5/(0) # ,[11(0 : e r to w • N � 8 5 8/6—S—(1) #5/(0) #5 NOMINAL WIDTH/HEIGHT OF LINTEL F— PLAIN OR SOLID LINTEL [8/16-P-#U/#L] No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 31a" (2) STRANDS 7/16"-- N z7 WIRE STRESS RELIEVED uMIN, Mw. MIN. 270ksi PRESTRESSED CABLE 78' 7j' 8/16—S—(1) #5/(1) #5 8/16—S—(1) #5/(1) #5 PRECAST I PRESTRESSED TABLE No. ^:L tiF(iKLI-v 1. S., LJU_� '-1'- __i4c 1__ SAFE r 8' LNIE�S LINTEL CLEAR LINTEL TYPE STEEL IUNFILLED GRAVCY GRAVITY UPLIFT i UPLIFT LENGTH SPAN - GRAVITI CAPACITY CAPACITY GAPAGITY GAPAGITY BOTTOM BAR TOP BA R GAPACITYI(175L (0)5U (IT5L (I1 -5U (17515 (175U (IC (2)'5U 2 10' -6' PREC45T i Z 2 _ (2) •2 1 424557809 _ 7809 852 00019 I 3'-6' 2 2' PREG45i (2)-2 ?475 3835 837 4815 4815 ' 44 -0' 22'-8 PRECAST (2) (2) 2 (. - 1 1163 277 217, 3386 3386 -- (1) #5 CONTINUOUS (1) #5 CONTINUOUS 5'-4' 311—o 3. 8"X16" KNOCKOUT BLOCK 316 8"X16" KNOCKOUT BLOCK 4411 __PRECAST 2) "3 2) 2 ''. 860 1423 1423 470 1609 5'-0' PRECAST (2) -4 121 R 1283 1283 1216 1405 3000 PSI GROUT ^=" - 3000 PSI GROUT 6-8' 16' 7'-8' .4 (PLACED IN FIELD) .. (PLACED 1N FIELD) 6'-8' I PRECAST 2; •4 518 _ 9."2 902 '12 984 I - r S 4 "-0' P_RECAS l •4 488 8 8�,; X648 S2 1 4' TOP BARS: T� TOP BARS: 9'-2 CAST O •4 354 618 618 3 613 PRE '�. 80 ..4 SEE SCHEDULE SEE SCHEDULE 12 0' 116. . ' I $ 8 _ _ _ 11-2PRECAST(2)5 (2)5 277 498 498 251512 (1) #5 CONTINUOUS (1) #5 CONTINUOUS 4 0' •r 7 32° STIRRUPS AT 4'-0" cc - —7/32" STIRRUPS AT 4'-0" cc =� ;;n •, (TIED OR WELDED) -1m •; (TIED OR WELDED) ui�o r "' -0' PRESTRE56�4 NR giro .:� r 19 4 BOTTOM BAR BOTTOM BARS 20.0 SEE SCHEDULE (PRECAST) SEE SCHEDULE • /oorcroeecrn� (2) STRANDS 7/16"-- N z7 WIRE STRESS RELIEVED uMIN, Mw. MIN. 270ksi PRESTRESSED CABLE 78' 7j' 8/16—S—(1) #5/(1) #5 8/16—S—(1) #5/(1) #5 PRECAST I PRESTRESSED TABLE No. ^:L tiF(iKLI-v 1. S., LJU_� '-1'- __i4c 1__ SAFE r 8' LNIE�S LINTEL CLEAR LINTEL TYPE STEEL IUNFILLED GRAVCY GRAVITY UPLIFT i UPLIFT LENGTH SPAN - GRAVITI CAPACITY CAPACITY GAPAGITY GAPAGITY BOTTOM BAR TOP BA R GAPACITYI(175L (0)5U (IT5L (I1 -5U (17515 (175U (IC (2)'5U 2 10' -6' PREC45T i Z 2 _ (2) •2 1 424557809 _ 7809 852 00019 I 3'-6' 2 2' PREG45i (2)-2 ?475 3835 837 4815 4815 ' 44 -0' 22'-8 PRECAST (2) (2) 2 (. - 1 1163 277 217, 3386 3386 -- 4 -6' 4'-E' 3'-2 PRECAST (2) 4 2, n34, 265 ^165 1 2608 _2608 1 3'-4' PRECAST -f2 2+•2 .01' 2011_ 24: 2d2 32 _ 5'-4' 4'-0' PRECAST (2) 3__ •2) 2 006 16571 1810 1881 51-10, 61 -4 4411 __PRECAST 2) "3 2) 2 ''. 860 1423 1423 470 1609 5'-0' PRECAST (2) -4 121 R 1283 1283 1216 1405 6'-&' _l40 5'-2' PRECAST (2)'4 (2) 2 710 1232 1232 1145 6-8' 16' 7'-8' _1348 S'-4' PRECAST !2l '4 _ 2 682 1184 1184 -1081 1295 6'-2' PRECAST "')-4 (2 570 _991 991 _ 825 1082 6'-4' PREC45T (2) •4 21' 2 E15' 959 959 784 1047 8'-0' 6'-8' I PRECAST 2; •4 518 _ 9."2 902 '12 984 I - r S 4 "-0' P_RECAS l •4 488 8 8�,; X648 S2 1 4' + _ 8'-0' PRECAST :.'2J •4 , = 46 __- 126 ..._r 76 499 - T.._ 790 10 6 9'-2 CAST O •4 354 618 618 3 613 PRE '�. 80 4 0' 2' B' 1 __ --- - — CAST '2) 5 T � 2) 3 1 315 1 567 56l 317 607 - - - (— -- - 1- - 12 0' 1 10'-8' PR ECAST (2) 5 (2) 5 292 I 525 525 277 561 12 6' _ _ _ 11-2PRECAST(2)5 (2)5 277 498 498 251512 3 -4' 12 -0' PRECAST (2) 5 (2l $ 255 458 214_� 442 4 0' _ _459 12 -8' ' PREC45T (2) 5 2) 5 .39 430 430 190 335 4' 6 _ 1, 3-4' PRESTRESSED 1 ,2: ^ NR 418 418 230 4 _ _y4d6 114 -0' PRESTRESSED 4 ___ NR 379 379 ! 407 1 4 "' -0' PRESTRE56�4 NR -'r -89 288 63 311 19 4 _ I8 0' PRESTRESSED 2).5 (2 ty _ 24 224 20.0 '8 8' PRESTRESSED .. 5 (2 3 NR. 07 201 21 -4' 20 -0' PRESTRE55E ; ^) 5 +2) 5 NR 111 171 iI', 22 -0' 20 -8' PRESTRESSED (2) 5 215 NR 164 164 24 0' 22 8'PRESTRESSED (2 5 (2) 3 NR 132 132 11 N.R- NOT RECOMMENDED (2) 2 1 5 61 TARLE No. 5 R PH EDPR 1N CHED LER LD D CAPACITIES SA ACP)<XG L' -'A-: ;'LF" COMFOS''EL 1 T F- TABLE No _- ! JNTEL LENGTH A E - R NG S, -,EDU: -E LC-It,f. SAFE *OPKI' ,-OACS (PL-) 8" X LO" --OMPOSITE LINTELS 1 -- j LINTEL STEEL BOTTOM BAR TOP BAR REWF� YI 'G SCHFEUI E & LAu CAPACITIES PRcCASi 3 6' 2 -T PRECAST _ 3 6' 2 2 PRECAST 1) 2 1646 Imo© 104)00 I 10� _ -_ PRECAST ,2)2 2 5503 000C 10000 10000 4 0' 2' B' 1 SF, E IN R/ NG P-) PRECAST 112 2 _ _ 4!12 !0060 _8541 I0� 4'-8' 3' 4 PREC45T ,.', (2, 2 3198 i0wc 1838 + 10000 54' 4' 0 _ _�C45T ! (2) -3 (1 7 6739 10000 5138__ i0wo 5016 'N44 PRECAST E (2)•4 - (212 6752 6152 3867 1142 6 -6 5' 2 PRECAST (2J •4 (2) ^ _ 6250 6250 _ _ 3645 6595 5'-4' 1 RECAST (,+-q. 1212 5816_ 5869 34417 -- ble 24 6'-2' PREGA5i (y-4 _ (2)n 4312 _�-4312 2636 4509 l 8' 6' 4' PRECAST (2)-4 ()_409 4099 2508 2 428 8' 0' 6 B' RECAST (21-4 3'30 3130 2118 3�9 �2 H 8 4 1 " C PREC.45- (2; •4 e 3420 _ 342 7018T 8' 1 3'-4' PRECAST 5 4' ' 4'-0' PREC45T 5-01 6' - PRECAST -0' PRECAST 6 6' S'-2' GIB' 5 PRECAST -4' PREC45T_ 1=6'_ 6'_2'_ PREG45i LNTEL CLEAR LINTEL TYPE 8' X 17 J ;TF LINTEL STEEL NJTE,- GRAv IT GRAVITY UPLIFT UPLIFT LENGTH SPAN .•- „a-�,r•,-.^-. PRECAST _" 1 CAPACITY TTY I CAPACITY CAPACITY GAPAGITY �I (2)2 '381 BOTTOM BAR, OP BAR P5U (1)51- (1)5U (1)5L (USU (1J5L (275.1 2-10' 3'-6' 6' T-2' PREC46T-- -- - (2)2 ( ^ 2 1 (2)2 2 2 10000 5931 : 10000 10000 10000 10000 _ 10000 10000_ 40 8 4_PRECAST �_..) PREGA5i (^)•2 (2.2_ 4261 {� 6-81 8139 10000 (2) -4 _ r PRECAST 1 QJ -2 _ 2 3211 _1_0000 9161 - - " j -- 6592 10000 J' 4 .. 4 8' T ' . 4' 1 .PRECAST y (2) e , - 2944 8414...___ 6049 IO000 i 5 4 4-0' PRECAST r,, •3 �^. ) 2 486 643' »421 '04' (204 4 -6' I�REGA5' ' 1.3 2) 2_ 3923 S 505 _ 3600 5430 64' _5 -0 PRECAST ) •- ) 4175 4115 2982 441__ 6 6 5 -2' PRECAST (J •4 2) 2 3934 3934 2810 45' 6 -8'5 -4' PRECAST (U -4 (2J 2 � 3119 3119 2653 3919 1-9' _ 6-2' PRECAST (2)-4 � (2)2_ _ 2911 2133 2030 3060 I-V 6 -4' PRECAST (^) -4 1 2) n 2196 _2911 _�_ 2196 1932 2931 8 0" --6-B' PRECAST (J•4 (2)--2 rt --2581 2581 1154 2102 b'-4' 1.0' PRECAST (2)•4 (2)2 23% 23% 1600_ 2506 9'-4' S 0' PREGA5i (2).4 2) 2 1%9 1969 "38 _ .055 10'-6' .-2' PRECAST 2)•4 516 1621 1621 18--0' ,695 4. ©-0' PRECAST 2i 5 413 ;455 1455 _°.,4' 195 1 150» Y-0' 10 -8' PREC45T '2)1 (1) -3 t 1335 133569- 1319 634 1298 6-4' 2 -0' PRECAST - (2) 5 (2) 9 1144 1144 545 1129 14 0 12 8' PRECAST -6215 1 (2)5 : MIDI __- 1066 1012 ' 14-8' 3-4' _ PRESTRESSED (2)-4 (2)2 1419 1419 _486 451 902 -- 15 414'-0' PREST (2)-4 (2) �- 1291 1291 411 -- -- 8 3 17 4 PRESTRESSED RE55ED 1 (2)-4 (2) 2 993 993 325 64. -- .f' -16'-0' Ib -0 PRE5TRE55ED 1,-) 5 _ u 3 185 '85 260 513__ 20' 0'-� 18'-8' PRE5TRE55E2 "O 5 4 20'-C' 1 PRES?RESSEG t " % 5 3 633 633 7!3 4 0 _ _ =-2 20 -8° PRE5� 2; - - ti 24-0' 27-8' PRESTRESSED !2)5 1(i-3 11 481_ 481 _. _ 161 ^-330 N.R- NOT RECOMMENDED (2) 2 1 5 61 TARLE No. 5 R PH EDPR 1N CHED LER LD D CAPACITIES SA ACP)<XG L' -'A-: ;'LF" COMFOS''EL 1 T F- M E'I`J IF (j CR I &- LCAT CHPA-I ! JNTEL LENGTH A E - R NG S, -,EDU: -E LC-It,f. SAFE *OPKI' ,-OACS (PL-) 8" X LO" --OMPOSITE LINTELS 1 -- j LINTEL STEEL BOTTOM BAR TOP BAR ----r----� - - _- LINTEL CLEAR LINTEL TYPE LINTEL STEEL C�RAvl7Y GRAVITI ! UPLIFT UPLIFT LENGTH SPAN BOTTOM TOP CAPACITY CAPACITY C4P4CI:.Y CAPACITY BAR GAR 'ICC)5L JJSu : (IYSL (75U (17515 (75U 1175L (2-"5151 C O2 2, 1, 0800 LINTEL CLEAR LENGTH SPAN LINTEL 77PE - 2 -b' PRcCASi 3 6' 2 -T PRECAST _ 3 6' 2 2 PRECAST 1) 2 1646 Imo© 104)00 I 10� _ -_ PRECAST ,2)2 2 5503 000C 10000 10000 4 0' 2' B' 1 PRECAST 4 6' 3'-i' PRECAST PRECAST 112 2 _ _ 4!12 !0060 _8541 I0� 4'-8' 3' 4 PREC45T ,.', (2, 2 3198 i0wc 1838 + 10000 54' 4' 0 _ _�C45T ! (2) -3 (1 7 6739 10000 5138__ i0wo 5016 'N44 PRECAST E (2)•4 - (212 6752 6152 3867 1142 6 -6 5' 2 PRECAST (2J •4 (2) ^ _ 6250 6250 _ _ 3645 6595 5'-4' 1 RECAST (,+-q. 1212 5816_ 5869 34417 -- ble 24 6'-2' PREGA5i (y-4 _ (2)n 4312 _�-4312 2636 4509 l 8' 6' 4' PRECAST (2)-4 ()_409 4099 2508 2 428 8' 0' 6 B' RECAST (21-4 3'30 3130 2118 3�9 �2 H 8 4 1 " C PREC.45- (2; •4 e 3420 _ 342 7018T 8' 1 3'-4' PRECAST 5 4' ' 4'-0' PREC45T 5-01 6' - PRECAST -0' PRECAST 6 6' S'-2' GIB' 5 PRECAST -4' PREC45T_ 1=6'_ 6'_2'_ PREG45i 6-4' _PRECAST 8'-0' 6'-6'PRECASi 1 '0090 L 8' 4' " 0' PRECAST 4 8 0 PRECAST ,,r •4 2134 2:4 1610 2835 g_4' 8'�p��rT (2)2 -0-6- 2' PRECAST 2 •4 :' 2 2211 221 .•- „a-�,r•,-.^-. PRECAST - 4 o'-0, PRECAST (2)5 1 )2; -3 1 1954 1954 1035 1 2009 (7) 5 15'-4' 1 14'-0' 1 FRE5?RE65ED I )-4 i (2)21 1724 1 1124 1 536 1 1058 20 0 '8'-8' : PRESTRESSED 1 '2) 5 2 P 4 20-0'� PRESTRESSED (2)5 852 852 ?'-3 540 2 0 20' 8' PRESTRESSED i 215 197 : 797 25- 501 PRESTRESSED 919 _ 305 1505 _ 338 669 ' 0 f 20' 8 PRESTRESS 2) 5 _ 2; 3 240 2 8' 1 PRESTRESSEC 2i 5 _ '2) 3 - `04 014 266 S2T �I 2 - ------- - - 1 -- --- . -__---- TAS E NN. TABLE No8 REINFORCING SCHEDULE & L'AD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" LINTELc 8" X 14" COM�POSIT�E LINTELS _ LIN'EL CLEAR _INTEL TYPE STEEL GRAMGRAVITI Y UPLIFT UPLIFT INTEL CL EAR 'NTEL T PE _INTEL STEEL PLAN GRA/7' GRAV11` UPL'F7 UP_ LENGTH SPAN CAP4C ` CAPACITY 1 GAP4C11Y C4PAOT" _ENG'IT SPAN GRAJ71 4 4CITY CAPACT CAPAC Y --APA j 801TC- BAR ?OP BAR 1 1 ' 807 BAR TOF BAR CAP4C:71 075 IJ'5a ;)PL (11'5'4 115E (I ,U ` (17515 _ 1:015_ ')'5u 1115, Fiv i'15L ('5U 515 <2)5U 12 6' CAST _ 1 n _ 314 -__ 314'_ -443 44,3 _ 2 0 !'-6' PRECAST lt)2 2112 _. -_87'5 :0000 'OE00 10000 ` 3 6 2'-2' PREGA5i ,1 r2 - (2) 2 1513 _ 1865 _ 1865 245ID 44801-2' PRECAST i 2_(2).2 5014 10000 -0GIOp _10000 1 -- �14"' 3'-2' PREGA5i (2)-2 (2)2 214'4 0 T-8' PREGA5i (2) 2 r (Yin 131 1425 1425 1863 1863 8' PREGAS; (7) 2 (2) 365__- 10000 1440 10000 0' RECAST (2) 9 (2)r2 2519 6021 5612 8228 3'-2' PREGA5i 1 (2) 2 (2) 2 819 1151 1151 1489 ,489 3 - 4 8 3'-4' PRECAST (2) 12 21 2 806 1081 1081 !396 13% 4 - ------ 441 5 4 4_0' PREGA5i 2) 9 '2) 2 659 930 930 1114 1114 _ _ 3669 4830 75'-10' 4'-6' PREC45T (2) (2) 2 3344 _ 3564 5065 3865 5-1v 4'-4 PRECAST (2, 5 _ 2- � 571 809 809 _ 936 966 -a-- 6 4' 5'-0 PREGA5i ) 4 _ 2, ? 494 i4l l4l 165 852 g,'-4' 1 5 0' 1 PRECAST _ 2_ 3038 303E 539_ 3219 6 -b' 5'-2 �_ PRECAST 4 O "- 466 J9 119 __ 630 820 1 66 6' PRECAST "T ( X42) 2 i 2881 288. 2393 3048 6'-8' 1 5.41 PRECAST ; •a 458 _ 693 693 _ 688 190 6 8 1 5'-4' ' PRECAST ) •4 _ Pi 2 11 2138 _ r 8 '259 2895 �_ PREC45T ' a c 2 38 -- ' Sb6 5_% 525 1 -6-r 6' 2' �PRECAS? d •4 _- 2% n ___. 3 _ 1 . 93 `29 _ e309 7'-8' 6- 4' 1 PREGA5i _ 315 _ 56568 4�9 641 1 -8' 6'-4' PRECAST "2; -4 ; ^1 2!08 210E 1645 2219 _ 353 36 536 52 8 ©' lb, 0, PRECAS 1� ,2 4 )1- 334 _._50' 501 411 SIC, ._� 8 -4' 11.1. V PRECAST 11 (2) -4 (2) 2 825 _._ 1525 1494 2058 _ _ 363 8 9 -4" 8 -0 PRECAST (2) "4 (2) 12 286 435 435 316 494 '3'-4' 11.0. PRECAST (2) 14 _ (2).2 � I 1517 1054 1591 PRECAST (2 ` 04 f2) 2 245 all 312 239 423 10 6' 9'-2' PRECAST �_(2)-4 (2) 2 1265 1265 801 1324 4` 10' 0' PRECAST (2J5 (2)-3 202 345 1 tm 33 82 1 782 - -- 113 —215 114' 101-01 PRECAST 12)5 O 104 1138 - 668 1161 12 b' II -2' + S -24� 56 238 17 6 II PRECAST (2) 5 (2) 9 1 1041 1041 _ _ 594 1086 51 - _ e2 '92 - 0 PREGA5i '7) 5 (2) 5 988 _ 988 r 541 _ 1025 0 8 PREC45T <D 5 CL 5 - 2' 1 _ PREC45T 2) 5 J 5 �6 60 bi O9 _.. LIT- 0 I2' 8 i '21 5 ) -3 902 907 465 ! 935 13 4 P-0' PRECAST '2i 5 I 30 I% 13 4 1Y PREGAS 'S1 4 -0' p'-8' _ PRECAST 2) 5 2) 9 -- 84: _ 842 41d 858 IAL 1n. 4 (2) 2 1 5 61 TARLE No. 5 R PH EDPR 1N CHED LER LD D CAPACITIES SA ACP)<XG L' -'A-: ;'LF" COMFOS''EL 1 T F- M E'I`J IF (j CR I &- LCAT CHPA-I T'EC JNTEL LENGTH R SPAN LINTEL -YPE j LINTEL STEEL BOTTOM BAR TOP BAR GR -1v -Y C4P4C17Y (0 )515 (I MEL GRAVITI rAPAC17`I IN 5L WSU ! CAPACITY (i -51- (175U UPLIFT CAPACITY )5L (2)50 i 2- 10' 1'-6' 2'-2' PRECAST PRECAST } (2) �... 02)2 (21 2 (212 10000 10000 - 10000 10000 001 0C 10000 10000 10000 4'-2' - 4'-6' 3-11 PRECAST !2) 2 (2i 2 ---�- 1916 6001 10000 10000 _ 10000 10000 10006 10000 4 -8'1 '-4' PRECAST QJ 2 (23 2 559 10000 10000 1 '0090 1 0000 21'1 `2 5014 PRECAST 2, (2)2 _ 9011 !0000 836_ D 5'-!0' I 4-6' PRECAST 2 �I (2)2 '381 10000 6806 10000 6'-4' S,-0' PRECAST 2) 4 (212 10000 10000 0641 10000 6--6' 5-2' PREC45T _ (2)-4 _ (212 10000 1 10000 5318 10000 {� 6-81 S_4' PRECAST (2) -4 (2) -2 %38 10000 5021 0 1320 l2) 5 (2) 5 PRECAST (2)-4(2)2 994 824 140 98%T_ 3848 1693_ T-8' 6'-4' PREC45T (2)-4 R)2 _ 1054 9166__3662 r- _ 8-8'_ T 4' PRECAST 480_ 480 5 5 546-v--- L (2)-4 22)2 - 6 !- 7326 8-0 911-81 6'-8' PRECAST (204 _ (272 6419 7897 3328 6661 8-4' 7'-0' �8'-0' PRECAST (2)•4 (2)2 _5864 6933 3031 6091 9-4' 10'-6' 11 9'-T PREC45T PREGA5i (2) •4 !2) •4�' O 2 0212 4561 3526 5066 '_ 3844 _ _ 2355 IEOI 4145 3663_ 4' 10'-0' 1' PRECAST '2) 5 _� ') 9 1 9290 3290 1521 3098 0 10'-8' i PREC45T 2' S 1 15 3 1 2938 2938 - '336 2133 12' 6 11'-2' PRECAST +2) 5 :2) 9 _ 2118 618 1211 j 2499 13-4 T-0- 17'-8' PRECAST PRECAST 2+5 (2;5 '213 (2)9 2416 2216 2416 2216 1049 931 2168_ 1941 14'-8' 13'-4' PRES7PE55ED ,-_ (2) -4 (2) 2 2611 _T 2871 126 _ 1437 15'-4' ___ 14'-0" E PRESTRESSED (204 (2) 2 .._._._ 2616 2616 - 663 1312 T-4' I6'-0' PRESTRESSED (21:4 _ (2'.2 2) 2 2023 2023 516 !022 1 4 18--0' PRESTRESSED -� I (21-5 ) 1_ 1601 1601 413 818 0 IS S' PRESTRESSED _ 1 2) . '496 145, 385 163 _ PRESTRESSED 919 _ 305 1505 _ 338 669 ' 0 f 20' 8 PRESTRESS 2) 5 _ 2; 3 240 2 8' 1 PRESTRESSEC 2i 5 _ '2) 3 - `04 014 266 S2T �I 2 - ------- - - 1 -- --- . -__---- TAS E NN. TABLE No8 REINFORCING SCHEDULE & L'AD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" LINTELc 8" X 14" COM�POSIT�E LINTELS _ LIN'EL CLEAR _INTEL TYPE STEEL GRAMGRAVITI Y UPLIFT UPLIFT INTEL CL EAR 'NTEL T PE _INTEL STEEL PLAN GRA/7' GRAV11` UPL'F7 UP_ LENGTH SPAN CAP4C ` CAPACITY 1 GAP4C11Y C4PAOT" _ENG'IT SPAN GRAJ71 4 4CITY CAPACT CAPAC Y --APA j 801TC- BAR ?OP BAR 1 1 ' 807 BAR TOF BAR CAP4C:71 075 IJ'5a ;)PL (11'5'4 115E (I ,U ` (17515 _ 1:015_ ')'5u 1115, Fiv i'15L ('5U 515 <2)5U 12 6' CAST _ 1 n _ 314 -__ 314'_ -443 44,3 _ 2 0 !'-6' PRECAST lt)2 2112 _. -_87'5 :0000 'OE00 10000 ` 3 6 2'-2' PREGA5i ,1 r2 - (2) 2 1513 _ 1865 _ 1865 245ID 44801-2' PRECAST i 2_(2).2 5014 10000 -0GIOp _10000 1 -- �14"' 3'-2' PREGA5i (2)-2 (2)2 214'4 0 T-8' PREGA5i (2) 2 r (Yin 131 1425 1425 1863 1863 8' PREGAS; (7) 2 (2) 365__- 10000 1440 10000 0' RECAST (2) 9 (2)r2 2519 6021 5612 8228 3'-2' PREGA5i 1 (2) 2 (2) 2 819 1151 1151 1489 ,489 3 - 4 8 3'-4' PRECAST (2) 12 21 2 806 1081 1081 !396 13% 4 - ------ 441 5 4 4_0' PREGA5i 2) 9 '2) 2 659 930 930 1114 1114 _ _ 3669 4830 75'-10' 4'-6' PREC45T (2) (2) 2 3344 _ 3564 5065 3865 5-1v 4'-4 PRECAST (2, 5 _ 2- � 571 809 809 _ 936 966 -a-- 6 4' 5'-0 PREGA5i ) 4 _ 2, ? 494 i4l l4l 165 852 g,'-4' 1 5 0' 1 PRECAST _ 2_ 3038 303E 539_ 3219 6 -b' 5'-2 �_ PRECAST 4 O "- 466 J9 119 __ 630 820 1 66 6' PRECAST "T ( X42) 2 i 2881 288. 2393 3048 6'-8' 1 5.41 PRECAST ; •a 458 _ 693 693 _ 688 190 6 8 1 5'-4' ' PRECAST ) •4 _ Pi 2 11 2138 _ r 8 '259 2895 �_ PREC45T ' a c 2 38 -- ' Sb6 5_% 525 1 -6-r 6' 2' �PRECAS? d •4 _- 2% n ___. 3 _ 1 . 93 `29 _ e309 7'-8' 6- 4' 1 PREGA5i _ 315 _ 56568 4�9 641 1 -8' 6'-4' PRECAST "2; -4 ; ^1 2!08 210E 1645 2219 _ 353 36 536 52 8 ©' lb, 0, PRECAS 1� ,2 4 )1- 334 _._50' 501 411 SIC, ._� 8 -4' 11.1. V PRECAST 11 (2) -4 (2) 2 825 _._ 1525 1494 2058 _ _ 363 8 9 -4" 8 -0 PRECAST (2) "4 (2) 12 286 435 435 316 494 '3'-4' 11.0. PRECAST (2) 14 _ (2).2 � I 1517 1054 1591 PRECAST (2 ` 04 f2) 2 245 all 312 239 423 10 6' 9'-2' PRECAST �_(2)-4 (2) 2 1265 1265 801 1324 4` 10' 0' PRECAST (2J5 (2)-3 202 345 1 tm 33 82 1 782 - -- 113 —215 114' 101-01 PRECAST 12)5 O 104 1138 - 668 1161 12 b' II -2' + S -24� 56 238 17 6 II PRECAST (2) 5 (2) 9 1 1041 1041 _ _ 594 1086 51 - _ e2 '92 - 0 PREGA5i '7) 5 (2) 5 988 _ 988 r 541 _ 1025 0 8 PREC45T <D 5 CL 5 - 2' 1 _ PREC45T 2) 5 J 5 �6 60 bi O9 _.. LIT- 0 I2' 8 i '21 5 ) -3 902 907 465 ! 935 13 4 P-0' PRECAST '2i 5 I 30 I% 13 4 1Y PREGAS 'S1 4 -0' p'-8' _ PRECAST 2) 5 2) 9 -- 84: _ 842 41d 858 IAL 1n. 4 (2) 2 1 5 61 5361 11 M E'I`J IF (j CR I &- LCAT CHPA-I T'EC •' 2 SAFE A`'R .I .G LOADS (PLF) 4831 255' 5230 8 X .4' COMPOST E LINTELS :2, 12 326 3126 1 LINTEL STEEL GRAVITY GR4YITY _ , UPLIFT UPLIFT - CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0)SL 11 SU N75L d)5U (17515 (1750 /1)515 (2150 (� " - 2) 2 10000 1000010000 (2)5 10000 .D C e 2 936!_ 10001^1 _ 10000 _ 1 10000 _ 6-'.°., 10000 1 1 1 0000 21'1 `2 5014 1 10000 10000 10000 -- (2 ) 2 �' 2 4653 t !0000 %29 1 0000 (2) 13 1 (2) 2 ' 10000 7051 I 0000 8114 1,"•4 (2) 2 1 5 61 5361 11 2803 j_ 5593 •' 2 _ 4837 4831 255' 5230 2,`4 :2, 12 326 3126 1 982 3858 (U-42 2931 _ _ 2931 _520 3025 i2) 3 2553 2553 !219 (2)5 129 2305 2305 1123 __26.4 2291 1 (25 _ (2)+'3 2147 _ 2141 1022_y_ 2099 ` (2) 5 (2) 3 ,926 1926 881_ 1821 (2)'5 ,'.5 18 1118 181 1635 !2-4 ) 2 _ 345 _ 2345 653 1 1263 (2; -4+p 2 2136 _ 2136 5% 1119 BG7-O. BAR TOP BAR Pr)'S4 , nl. '' (I)5L 54 )5 275u 1650 T- !650 _ 464_ 918 (2) 5 (215 Y 3 �.2.5 13!0 1219 310 v+9 �� 31, 34' 133S, 686 :25 (2)9 1062 !062 304 1320 l2) 5 (2) 5 (2) 13 (2) 13_ 994 824 994 824 285565 233 413 REINFORCING -. ABLE No HEDULE & 6 _OAC ---- APACITES 1003 1011 SAFE ''CRKJNG LOADS (r�F) F 12 /5 /18 S AL ABLE No. 9 SHEET 5 C OF 0 TABLE No. 10 REINFORCING SCHEDULE & LOAD H:'ACIUES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PL--) SAFE WORKING LOADS PI r 8' X 6' RECESS DOOR HEA FR 8" X 14" RECESS DOOR LH DEP �_-____��I LINTEL CLEAR UN'E�'YPE _.—� LtiEL S7EE'_ ,.INFL ED SRA✓ �-- 1__ _ GRAVITY -____ IFT USCF' LIN EL CLEAR 41N?EL TYPE GRAvi LINTEL STEEL j GRAVITY UPLIFT LENGTH SPAN - -� ""L, CA A.. TY CA AC!il- JPL CAPACITY AC.TY �LENG'4 SPAN ruPUFT _ T GAPAQ �" CAP Y _., AC T`" GA AC TY B., r-t't BAR TOP BAR CAP C +I75L O)'5U irI SL 1:-5U '', r SL , )-5u 51ST "275'u BG7-O. BAR TOP BAR Pr)'S4 , nl. '' (I)5L 54 )5 275u V 4' 0 2 4' 2'-8 11-10' PRE 'ST + .2 PREC 5? (2)2 (2)2 3EC 69 6 1425 2234_ 1863 ,234 1863 3 8 -4' PRECAST , 12,2 452 998 1rccw _ 4 0 2'-8' 3651 TOO e7 7440 10000 4 2'-10' _ PRECAST SAC 5 (2; 2 _(2)2 _425 (2) 2 104 -� 1320 1320 1119 !119 _PRECAS7 _(2)2 4'-2' 2 10' PRECAST _(2, 2 (2) 2 3306 9256 6743 10000 4-4' 3-0' PRECAST 2)2 ('l)2 3008 E053 6139 9566 r--- -.- 4'-0' 3`-4' ! PRECAST :2) 2 l2) - 2519 6231 5150 1 1216 1 _�' _ _ _ _ _ 4'-4' 3'-0` PRECAST (212 02)2 _ %3 1230 _1230 1596 1596 -4' PRECAST (7) 2 (D 2 806 -- 1081 1081 13% 1396 4 8 3 - - - 5_8' 4'-d' PREG45i (2) 3 (2l 2 598 846 846 1003 1011 Ell -61 4'-4' PRECAST _ (2) 5 (2> 2 3554 _ _3810 3271 1042 6'-8' i 5'-4' PREGA5i (2)-4 (2)2 2138 2138 2259 2895 l 8' 67 4' PREC45T (2) •4 O 2 21 (- 4' PREC45T 9 !110 1247 795 - _ (2) -4 U 2 TWOS 2108 1645 12!9 9 8' 8 4' PRECAST------- I (2:-4 (7)2 516 1 1436 �, 9'4 1 1505 -4' PRECAST-- (2)14 (7)2 458 693 693 688 190 1 8' 6 -4" PRECAST (2) -4 375 568_ 568 499__ 641 r- _ 8-8'_ T 4' PRECAST 480_ 480 5 5 546-v--- L (2)-4 22)2 - 6 !- `16 i - _1 4I _-- 291 41 9'-B' ; 8-4' PRECAST (2: •4 12.2 -13 41. 5 2 3R' Nil r 3ilm�' 8/20—S—(1) #5/(1) #5 8/24—S—(1) #5/(1) #5 8/16—S—(1) #5/(1) #5 8/14—S—(1) #5/(1) #5 36' 316' 8/32—S—(1) #5/(1) #5 8/28—S—(1 ) ,#5/(1) #5 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�:7111 KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.032/00001 PAGE: LINTEL PLAN "ELEVATION -M" ( ELM) (LOTTS) ARCHITECT: STATE OF FLORIDA ^N_n n n ry+mn DA 12 /5 /18 S AL /4„=1'-0” SHEET 5 C OF 0 IY SUBDIV. & LOT�:7111 KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.032/00001 PAGE: LINTEL PLAN "ELEVATION -M" ( ELM) (LOTTS) ARCHITECT: STATE OF FLORIDA ^N_n n n ry+mn DA 12 /5 /18 S AL /4„=1'-0” SHEET 5 C OF 0 4. 5 0 1. c a' precast rI = 4000 psi F'c prestressed lintel = o000 psi Grout per A TM 410 F'e = 3000 qej w/ maximum 3/a inch aggregate 4 8 to II inch slump M nr ( . r � T. : laso Un'ts CMU( e S Concrete p y C90 w/mlrlmum net area compressive strength = 1900 psi i c grar 0 I r A TMAo de o Rebar pe, S -r.s.resse . _ .�ng strand per ASTM 4416 grace 210 low relaxation Mortar prA TM C2 0 1 typMeore ' S CL_ I POUR SOLID W/ (2) 05 VERT. REBAR (2-T1'P.) G;ENEF,,4L. N 0 7 E ;GOND. I L Provide Full mortar bed ano head joints. 2. 5hc"'Filled into s as required. 3. Installation of lintel must com I' with the architectural and/or structural documents. Llrare marufactureci with 5 1/2" Iona notches at the ends to accommodate vertical cell reinPorcm and routin . g 99 5. Reference the CAST -CRETE Load Deflection Csraph brochure for lintel deflection information. ro. Bottom Field added rebar to be located a the bottom of the lintel cavity. 1. 1/32 diameter wire Stirrups are welded to the bottom steel For mechanical anchorage. b. Cast 'n -place concrete may be provided in composite rte in ieu or ccncrete masonry units e, Safe load rating based on ratonal design analysis per ACI 318 and ACI 530 10. The exterior surface or lintels installed in exterior concrete masonry wars shall have a coatin9 Pp in accordance of stucco applied a d with ASTM C-296 or other approved coating. 1. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) m ' Toads snould be checked For the cc cI reg loading with the Pollowing equation: A plied vertical oad A li horizontal load ed Safe vertical load Safe hor'zortal !oad 2wdoltional lateral load capaclty capacitycan be obtained by the designer 61. providing adc'tional reinforced concrete masonry above the !iris! See detail at r'aht 54FE T -45LE NO - E5 All values based on minimum 4 inch For. ina; bearing. Exception: Safe 10,905 For unfilled ;Intek must be reduced b 20 o if bearin en th is p y 9 _ less than ro 1/2 inches. NR. = Not Rated 3. Sire oaos are su erim pose d allcwab',e loads. F 4 Safe loads based on rade 0 o rade 60 Meld g 9 rebar, One °1 repairs 5. O e rebar ma be substituted or two "5 eba s in a" lintels only y 6. The designer may evaluate concentrated Toads from the Safe (Odd tab e5 byc Icuiatlng the maximum resisting moment and shear at d -away From Face of support. T Por composite r o co , cs .e .int 1 hei ht of shown use sage p e g s o (h.ocad Prom next Icw.=r hegn .t s wn, , 8. For lintelslen the rot shown use safe load From g nextgt ee t Iong s l n h sITow n 1 AI'. safe loads in uric of pounds per linear Foot '0. Ail safe loads based on simbiy cried sun p span, 11. The number in the the parenthesis indicates the percent reduction For rade 40 Field added rebar. Example ro ,Intel type 84-32-I5 safe gravity load = 6-172's, ,u/ 15% reduGt'cw o4T2 (.85) = 550.p If 4^zT=4*nGT4gLINTEL SCHEDULE LINTEL NO. LENGTH �_ •� COMMENTS �F'm=1500psi Ii' -4' SF3(o-15/iT PRESTRE55ED L-2 5'-10" SRF14-05/7 REGE55 L-2A SEE SAFE LATERAL LOAD —. F TA 5 O OA ATINCz TABLES R L D R 12'-0' FCR EAC( -I ADD(' ICN4L r / REINFORCED CM,; FELL 6'-6' COURSE -- J R I T T-611 r % "5 REBAR 84-8 GR40 or ,3860 54FE T -45LE NO - E5 All values based on minimum 4 inch For. ina; bearing. Exception: Safe 10,905 For unfilled ;Intek must be reduced b 20 o if bearin en th is p y 9 _ less than ro 1/2 inches. NR. = Not Rated 3. Sire oaos are su erim pose d allcwab',e loads. F 4 Safe loads based on rade 0 o rade 60 Meld g 9 rebar, One °1 repairs 5. O e rebar ma be substituted or two "5 eba s in a" lintels only y 6. The designer may evaluate concentrated Toads from the Safe (Odd tab e5 byc Icuiatlng the maximum resisting moment and shear at d -away From Face of support. T Por composite r o co , cs .e .int 1 hei ht of shown use sage p e g s o (h.ocad Prom next Icw.=r hegn .t s wn, , 8. For lintelslen the rot shown use safe load From g nextgt ee t Iong s l n h sITow n 1 AI'. safe loads in uric of pounds per linear Foot '0. Ail safe loads based on simbiy cried sun p span, 11. The number in the the parenthesis indicates the percent reduction For rade 40 Field added rebar. Example ro ,Intel type 84-32-I5 safe gravity load = 6-172's, ,u/ 15% reduGt'cw o4T2 (.85) = 550.p If 4^zT=4*nGT4gLINTEL SCHEDULE LINTEL NO. LENGTH TYPE: 9'-4' BRCS. HT" COMMENTS L-1 Ii' -4' SF3(o-15/iT PRESTRE55ED L-2 5'-10" SRF14-05/7 REGE55 L-2A 8 -28 -IT 8F16-1B/1T L-25 12'-0' SF16-iB/IT L -2G 6'-6' I OR&-1B/1T L-3 T-611 SF1(o-5/1T 84-8 L-4 -1'-(o" 84-16-1B/1T 2655 L-5 I' -I" SFIro-1511T 6132 L -(o .1'-(o" SFI(o-1B/1T L--1 T-6' SF16-15/IT L-8 10' -II SFl&-15/7 L-9 10'-(o' 8F16 -BAT 3'-1' TO 4'-0' (PRECAST) T''FE :�Ea N T CSN QY O UANTITF uS REB . AR AT BOTTOI'1 OF LINTEL GAVITl' I TITv" C AR AT T REB OP NOI"IINAL iLEIrxNT NO^^INGL 'w'L.Ti-� EXTERIOR MASONRY WALL BRG. HEIGHTS 110 w I Z L o z to "� I z I �r �-5/8"ACTUAL 8" NOMINAL WIDT;-I -°5 REBAR AT TOP N. REVD 1-1/2'' CLEAR C.1`11.1.1. CsROGT SAFE LOAD TABLEI FOR GRAVITY, UPLIFT; LATERAL LOADS 8" PRECAST a -LINTELS SAFE LOADS (LBS/FTJ -'ZlrF I l7.L7)s (I F1S /FT) s"PRFr--6F,T 11-1 NTFI 4 8";1REC4ST W/2"RECESS DOOR u -LINTELS SAFE LOADS � LBS/PU 8" PRECAST LJ 2" RECESS :,'OCR U -LINTELS SAFE LOADS (LBS/T) A It C H IT E C T S Design Group ��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 U!=_I=T LhTER4L OVERALL LINTEL LENGT, 84 -8 -IT I 2F12 -T 2FI6-IT 24 -20 -IT 84 -24 -IT 8 -28 -IT 5F32 -IT (TYPE OF LINTEL) 8U8 84-8 RCMU 1569 2655 3524 4394 5263 6132 1001 2--8" TO 3'-6' .'PRECAST! 1025 1024 1598 3'-1' TO 4'-0' (PRECAST) 1363 2305 3060 3815 4510 5325 6019 165 163 1309 4'-I' TO 4'-6" (PREC45T) 1201 2040 2101 33'15 4043 4111 5319 592 59f 1013 4'-1' TO 5'-4' ;PRECAST! 1016 1115 2216 2838 3399 3961 4522 41' 411 '.43 5'-5" 10 5'-10" (PRECAST) 909 1561 2080 2593 3101 3620 4133 340 339 616 5'-"i' TO 6'-6' (PRECAST) 835 140, !868 2329 2190 3251 3112 501 534 1, l 490 363 &'-l' 70 1'-6"(PRECA5T) 121 1065 1624 2025 2426 2821 3228 424 591 108 1136 1414 1815 2151 2500 - 1' TO 9'-4- (PRECAST) mmo.�mom, 326 512 230 1 530 515 916 1188 1461 n36 2011 9'-5' TO 10'-6' (PRECAST) 264 401 180 414 504 800 1031 1214 IS13 n53 10'-1' TO 11-4' (PRECAST) 260 452 154 4`0 458 1 124 938 1153 1369 1585 1!'-5' TO 12'-0' (PRECAST) 244 402 131 418 386 601 185 964 1143 1323 12'-I" TO 13'-4" (PRECAST) 217 324 110 384 358 1 560 124 889 1054 1220 13-5' TO '4-0' (PRECAST, 205 293 I 100 239 334 520 612 825 918 1131 14'-I' TO 14'-8" (PRESTRESSED) NR 284 91 — _ 14'-9' TO IS' -4' ;PRESTRESSED) 224 313 486 621 169 911 1054- NR 259 '. 83 TO Il' -4' !PRESTRESSED) 181 263 405 S21 638 156 8l3 NR 194 64 11 -5' TO 19'-4' (PRESTRESSED.' 162 229 348 441 541 641 14l NR 19'-5" TO 21'-4' (PRESTRESSED) 142 204 1 30- 393 480 568 ass NR 125 42 21 TO 22'-0' (PRESTRE55ED> 131 191 295 319 462 546 630-5' YR 116 40 9I 1 30 124 26 22'-I' TO 24'-0' (PRESTRE88ED) I19 1 342 416 492 561 NR 8";1REC4ST W/2"RECESS DOOR u -LINTELS SAFE LOADS � LBS/PU 8" PRECAST LJ 2" RECESS :,'OCR U -LINTELS SAFE LOADS (LBS/T) A It C H IT E C T S Design Group ��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: LINTEL PLAN "ELEVATION -M" ( ELM) (CAST -CRETE) ARCHITECT= STATE OF FLORIDA 12079 DA 12 5 18 S ALE:/ — 1 4 -1— 0 05 REBAR AT BOTTOM :T EET O _iNTF_ C<:V'TY BoT TOh1 REIN GR C OF RO ✓_.IN_ NrEL 11 C c c, VARi_„ 11111111111 mmo.�mom, SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: LINTEL PLAN "ELEVATION -M" ( ELM) (CAST -CRETE) ARCHITECT= STATE OF FLORIDA 12079 DA 12 5 18 S ALE:/ — 1 4 -1— 0 05 REBAR AT BOTTOM :T EET O _iNTF_ C<:V'TY BoT TOh1 REIN GR C OF RO ✓_.IN_ NrEL 11 C c c, VARi_„ EXTERIOR MASONRY WALL 5RG. HEIGHTS I `GOND. `COND.�' II L-5 - (2) 25 -SH 1 U 0J I DINETTE 9'-4" CLO. I (2) 25 -SH 9 FAMILY RM. 9'-4" CLG. POUR SOLID UJ/ (2) 05 VERT, RE5AR (2-TYP.) DINING 9'-4" CLG. STUDY 9'-4" CLG. (2) 26 -SH L- 3 ENTRY 9'-4" CLG. FOYEF 9'-4" CL (TILE) j -4 (-IL-La. LINTEL PLAN iE LANAI 9'-4' CLG. • 1 -CAR TANDEM GARAGE 9'-4" CLG. II 1 16' -0"x -f'-0' O.N. L -I REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE &LOAD CAPACITIES _ LINTELS _ SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS_ SAFE WORKING LOADS PLF 8° X 32° C GRAVITY GRAVITY UPLIFT UPLIFT > -- --.T- ( ) COMPOSITE LI ) LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL ! - LENGTH SPAN / BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY INTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY I GRAVITY UPLIFT UPLIFT (0) #5L 1)#5U. 1 #SL 1 #SUI; (0)#5L(1)#5U WIRE/ BAR ! CAPACITY 1 ( () O (i)#5L (1)#5U '(1)#5L (2)#5U (LENGTH SPAN BOTTOM BAR CAPACITY I CAPACITY I CAPACITY DETAIL U' DETAIL'V' DETAIL 'W' (0)#SL (1)#5U (2) D4.5 WIRE (0)#5L (1)#5 �O---�1)ETA (2)#SU (1)#5L (1)#5 - - - DETAII'U'&'V' i` - DETAIL'H' DETAIL'J' w 1 #SL(1)#5U V-6" PRECAST E 2 No.3 _ 10000 10000 10000 10000 DETAIL'H' &'J' 1' DETAIL'K' 3' b" 2'-2" PRECAST (2) D4.5 WIRE p 3 t 10000 10000 10000 10000 2 10" 1 6 PRECAST 2 D4.5 WIRE 2 NO. 3 10000 -10000 10000 _10000 4'-0" 2'-8' PRECAST (2) D4.5 WIRE (2) No. 10000 10000 _ 10000 10000 3'-6_. 2'-2" PRECAST (2) D4.5 WIRE No. 3 10000_! 10000 10000 10000 4'_6" 3'-2' PRECAST (2) D4.5 WIRE ) No. 3 10000 10000 10000 _ 10000 4 = 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 - - - 1 4'-b 3'-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 _ 9863 10000 5 8' 3'-4 PRECAST (2) D4.5 WIRE 2 No 3 9576 - 10000- 10000 1 1� 4'-8' j 3'-4" PRECAST (•2) D4.5 WIRE 2 NO. 3 _ 6614 10000 9053 _ 10000 �5' 10' T 4; 6 PRECAST (2) D4.5 WIRE 2 No 3 -500 10000 _10000 10000 S'-4 -i 4 _PRECAST (2) D45 WIRE 20 5'-4 _ _ 1 _ _ (2) No. 3 4843 6687 _54-02 6635 7320 j1 _ _ (2J No.3 3940_ 5211 t_ 5402-5641 1 b-6" 5-2 PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000' 10 } 4'-6" r PRECAST (2) D4.5 WIRE�_ 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 5748_ _ 10000_ + 6723 _ 10000_ 6 6 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 14350 4350 J_ _4225 4314 � 7-8" 64" PRECAST �(2) D4.5 WIRE (2) No. 4 5473 9564 _ 402 7-6" ! 6-2' j PRECAST (2) D4.5 WIRE _ (2) NO. 4 I 3206 3206 3063 3183 - - PRECAST (2) D4.5 WIRE 2 No. 4-� - - - 2 D4.5 WIRE _ - - _ _�� 3071 3071 2916 3049 8' 0" 6' 8" PRECAST 2 No. 4 4978 8706 5824 10000 I T 8' 6' 4' i _ _ 2 D4.S WIRE 8'-4" T-0" PRECAST (2) D4.5 WIRE (1No. 4 4546 7957 5320 10000 8'-0" b'-8" PRECAST O (2) No. 4 2831 2831 2651 _ ! 2811 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No4 3536 _ 6205 4141 7410 - 4 T-0PRECAST (2) D4.5 WIRE _. �_ - _ _ �_ _ No. 4 - 2625 __2625 - 2421 2607 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 2725 _ 4798 3194 - 5322 9'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) NO. 4 2153 2153 1881 - 2139 11 4 1 10'-0" PRECAST (2) No.3 (2)_ No. 5 _ 3615 5348 2699 1 4424 1 10-66" 9'-2" f_ PRECAST -(2) D4.5 WIRE 1 (2) No. 4_ 1777 1777 1448 _ 1766 - �1_- -- 10'-8" PRECAST 12) No. 3 (2j No. 5 - 1568 1 1568 1222 1568 _ 12'-0" 10' 8" PRECAST (2) No. 3 _ 2 No. 5 3191 3670 _ 2379 3894 1 1'-4" 10' 0" T (2) No. 3 + 2 No. 5 23369 2174 3572 �, 12'-0" " PRECAST (2) No. 3 - 2 No. 5 1439 - 1439 1075 = 1439 L) 12'-6" l l -2" PRECAST 13'-4" 12'-0" PRECAST (2) No.3 (2) No.S 2535 2961 1884 - 3137 -_- 1354 _� - 12' 6" 11'-2" PRECAST (2) No.3 2 No. 5 1354 981 1354 14'-0" 12-8" PRECAST (2) No. 2 No 5 2278 2698 1691 2856 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 _1232 T 849 _1232 (2) 6 strand + �' X14-0" 12' 8 PRECAST (2) No. 3 2 No 5 1149 1149 760 1149 14'-8' 1 13'-4" PRESTRESSED (2) No. 3 3326 3326 1829 2919- (2) No. 4 -� (2) 7/16 strand + 14'-8" 13'-4" PRESTRESSED (2) No. 3 �2) 7/16 strand + 2 No.3----� - L1419 1419 -i 850 - 1347 15'-4" 1 14'-0" PRESTRESSED I 1 �� No. 4 1 3031 I 3031 1666 � 2702 - _ 2 No. 4 O -L-- --� -- ---� -� (2) 7/16 strand + 1291 1291 775 1270 2 7/16 strand + 15'-4 14'-0" PRESTRESSED (2) No. 3 17'-4" 16'-0" PRESTRESSED (2) No. 2346 2346 1290 2210- +- , (2) No. 4 _ 19'-4"--�-� No. 4 r - ! (2) 7/16 strand + --- 18'-0" PRESTRESSED ! (2) No. 3 (2) 7/16 strand + 1865 65 1029 T 1869 1 T-4 16'-0" PRESTRESSED -(2) No. 3 (2) No. 4 -993 993 600 1084 2 No 5 -- I- (2) 7/16 strand + (2) 7/1.6 strand + 19'-4" 18-U' PRESTRESSED (2) No. 3 (2) Ns 5 1035 1035 478 936 20'-0" 18'-8" PRESTRESSED (2) No. 3 I�-2� 5 1737 1737 959 1778 _ -+ - (2) 7/16 strand + i 21'-4" 20'-0" PRESTRESSED (2) No. (2) 7/36 strand 1516 1516 839 1620 20'-0" 18'-8" PRESTRESSED (2) No.3� (2) No. 5 961 961 446 872 - O o.5 1 � � i - I - (2) 7/16 strand + - 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +I - _ _ _ 2 No. 5 _ l 1 o• 5 -834 390 763 22'-0" 20'-8" PRESTRESSED (2) No. 3 1420 1420 787 1551 2 N 834 (2) 7/16 strand + �� 22 0' 20'-8" 1 PRESTRESSED (2) No. 3 (2) 7/16 strand + 24'-0" 22' 8" PRESTRESSED (2) No. 3 1250 1250 658 1300 720 720 366 716 --- � - (2) No. S - - - - � l2) No. 5 - 24'-0" I 22'-8" 1 PRESTRESSED No. 3 (2) 7�1 NstrSnd + �� 642 642 306 599 QUALITY PRECAST COMPANY 17!�'STRONG' ON SERVICE P,O, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: 9'-4' 5RG, HT. COMMENTS 8/3�o-S-(1)U/CI)L PRESTRESSED L-2 5'-10' 8/14-5-(I)UK0)L RECESS L -2A T -(o' 8/16-S-C1JU/ll)L L-25 12'-0" 8/16-S-ClXI/CIx L -2C 6'-(o" 8/16-5-(I)UKI)L L-3 -7'-(o' 8/16-S-(Du1(IA.- L-4 L-5 �'-6' 8/16-S-11)U/ll� L -(o T-6' 8/16-S-C1)ll/l1JL L-1 T-6' 8/16-S-11J11/C1)L L-8 10'-ro" 8/16-S-C1)lt/(1)L L-9 10'-�0" 8/1(o-S-(1Jll/C1JL LATERAL SAFE LOADS (PLF) GRAVITY(& UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER 8x8 RECESS DOOR HEADER - T LINTEL r -LATERAL SATE LOAD TOTAL CLEAR DOOR LINTELi TYPE 'LINTEL STEEL TOP LINTEL_ GRAVITY SAFE LOAD UPLIFT SAFE LOAD TOTAL CLEAR DOOR LINTEL LINTEL STEEL STEEL SOLID [STEEL T- - LENGTH SPAN SIZE WIRE/ BAR SOLID SOLID SOLID ENGTH SPAN SIZE TYPE TOP WIRE / PLAIN I SOLID (BAR BOTTOM BOTTOM PLAIN #5 (1) U (0) L }-- #5(1)U(0)L#5(1)U(1)L #5(2)U(1)L BAR DETAIL'DA BAR �_ �Ill U 111 L DETAIL DETAIL DETAIL DETAIL 'DB' &'DC' DETAIL'DD' 3'-9' 2'4" 2--g- PRECAST (2) D4.5 WIRE '- (2) No. 1640 1790 I �--- �- ---- (--- + 1790 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE 1 (2) No. 3 1386 1410 4'-Z' 2'-10" 2'-6" . PRECAST 1259 4;-0" 2'4" PRECAST (2J D4.5 WIRE (2) No. 3 _ 159- - 1483 1801 1801 1483 12) D4.5 WIRE (2) No. 3 1259 �' " 1 ' .,- 4'-4" �1 - � 4-2 2-10 I 2 6 PRECAST (2) D4.5 WERE (2) No.3 1473 1668 1668 1376 1376 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 -� -=----U---� 4-4 3-0 2-8 PRECAST (2) D4.5 WIRE 2 No. 1367 4'-8" 3'-4" 3'-0" PRECAST - O _ I 1 1553_ 1553-1284 1284 r (2) D4.5 WIRE 2 No. 929 929 q- _T_ T �- 5' 8" 4'-4' 4'-0" PRECAST 2 D4.5 WIRE 1 2 No. 3� -8 3'-4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 31 63 1363 1131 1131 559 U � - 1 O 559 ----f - - PRECAST 4.5 WIRE (2) No. 3 864 995 995 831 831 6'-8" 5'-4" 5'-0" PRECAST , (2) D4.5 WIRE-- - (2) No � 1097 6'-8" 5'-4 5-9' PRECAST (2) D4_5 WIRE (2) No.4 662 816 816 650 654 T 6'-4" 6'-0 PRECAST (2) D4.5 WIRE I (2) No. 4 -498- 863 - (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 4' 6'-0" PRECAST 9'-8" 8'-4" 8'-0" PRECAST 1(2) D4.5 WIRE I (2) No. 4 j 294 510 ! - ---- -� TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [8x16 -P-1 L/1 U) i I III NOMINAL WIDTH J1 QUANTITY Of #5 BAR AT NOMINAL HEIGHT = UPPER LINTEL CAVITY L 3000 PSI GROUT - ; -TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) i - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) �co �� a BOTTOM BARS SEE SCHEDULE ' MIK C "MIN. 78" NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" -TOP LEG BARS: (SEE SCHEDULE) 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) - MIN" C " MIN" 785> NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9 8 4 -�8-0 PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) _ 8"x32" RECESS DOOR HEADER 1 GRAVITY SAFE LOAD UPLIFT SAFE LOAD TOTAL CLEAR ! DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL U_ LENGTH SPAN 1 SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID #5(1)U(0)L #5(1)U(1)L #5(1)U(1)L #5(2)U(1)L' DETAIL'DU' DETAIL'DV DETAILI'DU!& DVI -- DETAIL -DW ' 3'-8_' 21-4.22'0" PRECAST (2)D4.5WIRE -(2)No. 3 10000 10000 -10000 lww 4'-0" 2'$" 2'-4" T PRECAS�) D4.5 WIRE (2J No. 1-0000 10000 10000 10000 4'-2" 2'-10" 2'-6"41PRECAST i (2) D4.5 WIRE (2) No. 3� 956 � 10000 10000 - I 10000 �I 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'-8" 34' 1 3'-0" PRECAST (2) D4.5 WIRE t (2) No. 3 7102 10000 9975 10000 6-8" 4'- 44 -0 PRECAST (2) D4.5 WIRE j - (2i ) No.3 4336 10000 6110 I 10000 6'4" 5'4" 5'-0' PRECAST --� (2) D4.5 WIRE (2) No. 4 5323 10000 4103 10000 - -� - - ------ I T8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3810 1 10000 2929_- 9691 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 2202 1 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL CL' EAR D00 LINTEL ILR NTEL TYPE !LINTEL STEEL TOP LINTEL STEEL II��GRAVITY SAFE LOAD UPLIFT SAFE LOAD LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID =SOLID SOLID SOLID #5(1)U(0)L *5(1)U(1)L #5(1)U(0)L #5(2)U(1)LI #5 1 )UML - �- DETAIL'DH' DETAIL'DJ' DETAIL'DH & DJ DETAIL'DK' 3'-8" 2'-4" 2'-0" i PRECAST1� � ! (2) D4.5 WIRE 1 (2) No. 3 5713 10000 10000 10000 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 345 11 10000 9686 10000 4'-2" 2'-19' 2'-6" PRECAST 1 (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'-4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE 1 (2) No. 3 3647 1 9133 7835 1 8173 _4_'-9'__3'4' 3'-0" 7 PRECAST- (2) D4.5 WIRE (2) No. 3 2990 7025 - 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6'-8" 5'4" 1 5'-0" PRECAST 1 (2) D4.5 WIRE (2) No. 4 I 2976 j 2976 2676 2737 71-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2,292 2292 1918 2121 8'-4" 8'-0" PRECAST A� -T (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 1 GRAVITY & UPLIFT SAFE LOADS (PLF) 8 x12 RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD- UPLIFT SAFE LOAD LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR �� SOLID SOLID I SOLID PLAIN #5 (1) U (0) L ' #5 (1) U (0) L! #5 (2) L DETAIL'DE' DETAIL'DF DETAIL'DE'&'DF' DETAILDG 3-8"- 2'4" 2'-0" PRECAST (2) D4.5 WIRE 1 (2) No. 3 3764 6455 1 5637 5637 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 T 4401 4'-2" 2_19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" 3'-0" 2 -4 - PRECAST (2) D4.5 WIRE (2) No. 3 24004030 1 3607 �I 3607 4'-8" 3'-4" 3-0' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 64 5'-4" 5-0" PRECAST 1 (2) D4.5 WIRES No. 4 1764 1 1763 1578 1575 8 7'-9. 6'-4" �6-0" PRECAST 1 (2) D4.5 WIRE (2) No.4 1 1409 1 1409 1188 1267 9' 8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 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 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: LINTEL PLAN "ELEVATION -M" ( ELM) (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA DA 12/5/18 S AL'& --t/ 4 l'- 0" EET OF E �III�IIIN SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: LINTEL PLAN "ELEVATION -M" ( ELM) (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA DA 12/5/18 S AL'& --t/ 4 l'- 0" EET OF E HEADER SPAN CHART HEJ4DER 51ZF-5 PER CHART, U.N.O. SINGLE STORY APPLICATION CTO R S CE E ICONTROL DATE: 07-0I-15 C O CLEAR SPAN SIMPSON USP DBL 2 x & 5'-4' TO 1'-0' DES. UPLIFT GRAVITY DES. UPLIFT,GRAVITY_ FASTENER TWO STORY APPLICATION DOWN STAIRS META -16 1450 HTA 16 -IS 1400 (1) IOd x 1 1/2" I -PLY, (6) 16d 2 -PLY, (USP, (10) 10d X 1 1/2" - NO 1(,d OPTION) DBL 2 x 8 _ �- 1985 DBL 2 x 10 2800 (IC) 1Od x :-PLT. CUSP= (I©) IOd x I/2') V-0' AND OVER AT EACH END OF HEADER ( 14) 16d 2 -PLY (USP: NO 16d OPTION) 1900 HETA-16 1810 HTA 16 _ 1615 _ (9) IOd x 1 1/2' I -PLY, (8) 16d 2 -PLY _U5P: CIO) IOd _x I I/2', NO lad OPTION HET, --<`0 1 1810 I wTA 20 1(115 (9) 10d / 1 I �' PLY, r8,' 16d 2 -PLY U5P: '10) IOd r 2', NO 16d OPT ON - 2035 (2) H= TA -20 - (2) ,474-20 _ , 3110 (IO) ICa x 1 /2" PLT _ USP: (IC) IOW '2' - - 2500 Cl2I 16d 2 -PLY (USP: NO 16d. OPTION) Z- —---- O _GT 2 2150 LUGT-2 915 (7) - 1/4' x 2 '/4" TITEN 2 PLY USP: BLK (5) I/4' WB WOOD f16 IOd Cn DE -L_-20 2480 NO USP CONVERSION FOR SIMPSON DE74L-20 (18) - Tod MGT 3965 MUGT 4000 (1) 5/S ATR ;N HIGH 57RENGTH EPDXY (MIN. 12" EMBED), (22) IOd TO WOOD (USP: (28) 10d TO WOOD) HG` -2 10980 LUG 9365 (2) 3/4 ATR W HIGH 57RENGTH EPDXY (MIN. 12' EMBED). (16) ICd TO WOOD (USP: WOOD (8) cd) - 10530 LrTa-SZ;)52,F, 1�arl LGT3-SD525 3285 NUGT-3 9365 LUGT-3 5330 (2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MN 12' EMBED), (i6' 10d TO WOOD USP: WOOD (8! 10dJ (12) SDS 1/4' 2 1/2' TO GIRDER, (4) 3/B' x 5' TITEN HD TO WALL (UP: SCONC. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) W525) 121© PARALLEL TO WALL LT42 1425 PERPENDICULAR TO L-A F, NO) IOd x- I'2" NSP, (10) IOd x !/2' WALL vGT 4940 NO U5P CONVERSION FOR SIMPSON VGT lU 5/8' AT.R, IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16 )-SDS 1/4'X3" TO WOOD (2) VGT '1185 NO USP CONVERSION FOR SIMPSON (2) VG7) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-5D5 1/4"X3" / 2 PLY 2 1000 MTW 12 1595 ('4) lOd x 1 1/2' : /14) IOd x I/2'. '14) IOd) _ HTS -16 115E _ HTW 161660 1 _ _lU5P 016) 10d x 1 !/2' (USP: (16) ICa x '2' il6) tOd) HTS -2C i 1450 HTW 20 2045 (24) IOd x 1 1/2' CUSP: (24) ]Cd x 1 1/2', (20) IOd) HT5-24 50 HTW 2-4— f 2045� (24) 0d 1/2" — _ (USP: (24) 1Od x V2', (20) IOd) �- LS -12 LS A-ISI235 LSTA 12 9 0 I LSTA IS 1360 () IOd (10) !Cd (I4) Cd USP: (14) 10d MS7d-i8 1315 -- MSTA-15 1515 - - (14) IOd USP. (14) ICd 1640 M874-24 _ 1-50 (IS) 0d USP: (IS) I0d -ST4-30 + 2050 M5T4-30 2140 (22) 10d USP (22) ICd < M574-36 ++ 2050M5T4-36 2525 (26) ICd _ _ U5P: (20) IOd M5 36 3800 KSTI 236 3090 (36) IOd 1 1.2' 'JSP_ l36) 13d x (n MS -L8 5065 KT51 248 4250 (48) ICd x 1 1/2' USP: (48) 100 x H6 950 LFTA 6 1595 (8) ad TO PLATES (8) ad TO STUDS (U5P� (16) 8d . 1 1/,', (16) 8d) SP4 885 SPT 4 945 (6) IOd ' 70 STUDS USP: (6) ICd x 12' TO STUDS 434 395 MP 34 410 (4) Sd x 1'./2' TO BEAM (4; 8d x 1 1/2- TO -057. U5P. (41' ad x1 1/2' -C BEAM, (4 8d x ./2 70 POS'. HCP 645 NHGP e" OIC - (12) IOW x 1 1/2" U5P: (10) IOd x 1 1/2 TO TRUSS, X TO PLATE HIDA -- R7 16A 2150 JSP: a) d TO TRUSS, (8) ICd X I I/2' TO PLATE ' IOd x14 1 1NU -1340 _ ✓G- e HD�4 ! 565 PHD 4a 4535 b) „ T ED RC^� P x3 TO �.IOOC, " 0. SDS 4 x� /1 W .HREAD TS/WASHER/2 . LY WOOD aCREWS-- CSP: 5/8' ATR M'. N. 1' EMBED SET IN HIGH STRENGTH EPCX r10, w5w 'W VCT Q HD75 4,340 TDX 10 0110 �L 16) -SDS 1/4" 3' 70 WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD (2) NU75/WASHER.2PLY USP: 1/8 ATR MIN, l EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8 TIRU-BOLT5 ABU 44 2200 6665 PAU 44 2535 91,175 (1) 5/8' A T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED J IN CONC., 112) 16d TO WOOD USP: SAME AS SIMPSON ABU 662300 :2000 ... 1340 PAU 66 I 2535 I 13815 LTS 19 _ 0 1-05 _ CU 5/8' A,TR IN HIG-1-I STRENGTH EPDXY- (MIN. 7' EMBED- iN GONG., (12)164 TO WOOD JSP: SAME AS 5-1-60NUTIs (1).3/4" A.T.R. IN HIGHCONIC., STRENGTH EPDXY (MIN. 7' EMBED) !N (S)IOd TC WOOD —USP: SAME AS Si-P53N LTT205 ++- 1500 LTS 205 r105 (1) 1/2" AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED, IN CONIC 10)IOd TO WOOD _ CSP: 3, 4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, /10) Ipd, (Ci !Cd z � -!!2" _ HTT4 4455 H7T45 4465 (U 5/8" ATR, IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONIC, (18) 5D-10 x 1 1'2" (USP: "20) 6d X 2 1/2`7 1 U5P HAS MORE NAIL OPTIONS. (20) IIDd, (20) IOd -1/2". (20) 16d x 2 /2' Q HTTE 5090 NTT45 5430 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1 EMBED) IN GONG, (26) 16d X 2 1/2' NSR ,20) ad X 2-1/2') USP HAS MORE NAIL OPTIONS; /28) IOd, (25) IOW -I/2', r 0` 164 x 2 I/2" HHDQI-SDS 25• 11 So UPHD 11 12090 (1) 1- A,TR. IN NIGH STRENGTH EPDXY (MIN. 10' EMBED) IN CONC. (24) 6DB Y' x 25' WOOD SCREWS (CSP: (24).;53 WOOD SCREWS) H 1 D G 09,45 TDX IC SIIO (V 1/8' A.B. IN H GH STRENGTH EPDXY (MIN1 EMBED.) IN GONG (3) 3/4' STUD BOLTS TO WOOD CUSP (.) 1/8' BO TS) 1 A H T ( 1EMBEDMENT) I' ) SIMPSON O 3/4 .R IN NIG STRENGTH H EPDXY MIN. 6. N GM.U. TOP I. 3.4 'I 5330 � -130 ATR. IN HIGH STRENGTH EPDXY (MIN, 6 75' EMBEDMENT) IN; M_U_ FACE, (,8)lDd TO BEAM (�) -BHA 3.50/11.25 3415 NFM35X12U i 3165 USP: "1.) „'2 J -BOLT W/ M1N;'IUM 6: EMBED. 4 NOT _ ESS THAN 4 FROM EDGE OF CONC L/ 3,4' DIA ITW' RAMSET/REDINEAD DYN4 BOL7 SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED .N -HE FACE. /AT (14) cd JOIST W 1 2660 (FLR) 2530 (FLR) FJ6C412 (U.1COD) 3635 NU64121F 3060 C) 164 TO HEADER, (IC) 16d TO WOOD USP_ SAME AS SIMPSON 0' 3265 (ROOF) 3225 (RGOF) Z --T HUC410 (CMU) 1810 5085 HD410 IF 1905 1311 5 - UBi 1/ x 2 3/4' TITEN (9 PER FLANGE) TO GMu (10) 1Od TC WOOD (JSP_ (18) /4' x 3' 0153 SCREWS, (10) IOW TO WOOD. " HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (IS) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU (IID) cd TO WOOD CUSP: (IB) 1/4" x 3' W53 SCREWS, (10) 10d TO WOOD HJx-110-3 (CMU) 1810 4000 HD210-31E 1935 3115 (15) 1/4' x 2-3/4 -17EN (9 PER FLANGE) TO CMU, (IO) IOd TO ,0000 'JSP- i :8) I!4" x 3' W53 SCREWS, (-C) IDd TO WOOD CGU X26-2 SDS 1433 5595 NO USP CONVERSION FOR 5IMP5ON LGUM26-2-5DS (4) 3/8' x 4' TI'EN 4D ANCHORS (2 PER FLANGE) TC CM' , ,41 I/4' X 2 1/2' 5D5 SCREWS TO WOOD HIGH STRENGTH EPDXY = 5'MP7N "SET EPDXY-TIE". CONTACT THE 4RCH[TE07/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT i5 GREATER THAN 7 DEEP, THE VERTICAL CE -L IN C.M,U. JALL MUST BE FILLED SOLID m/ GROUT. ++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH ]Cd x 11/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THI5 APPLICATION PRIOR TO INSTALLATION_ - MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1 Cn H-1 T- ATR_ = 4-301 ALL THREAD ROD (SIZE. PROTECTION TYPE, LENGTH, ETC. v4RIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION S USED, WHEN U51NG 5'4INLE55 STEEL CONNEC70R5, USE STAINLESS STEEL FASTENERS. WHEN U51NG ZI-MAX / HDG GALVANIZED CONNECTORS. USE FASTENERS GALVANIZED PER A67M-4:53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON 51MP53N "WOOD CONSTRUCTION CONNECTORS C-2013' , 'NIGH W'ND-RESISTANT CON5TRUC7:'ON C-HWC.9, AND ANGHORING t FASTENING SYSTEMS FOR CONCRETE e MASONRY CATALOG C -SAS -2312. HEADER SPAN CHART HEJ4DER 51ZF-5 PER CHART, U.N.O. SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x & 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0" TO III DBL 2 x 10 11 TO W-0' DBL 2 x 12 V-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-0. U.N.O. 4'-11 1/2" 7'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 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 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 NOTES: ® SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ MSTA-30 @ 32" O.C. ® SECURE 2ND FLR STUDS TO FLR TRUSS W/ MTS -12 @ 32" O.C. EXTERIOR MASONRY WALL BRC. HE IGHT5 BRG. LOAD BRG. WALL a) "1 -1 U- U- U- U- U- U- U- U- U- u_ u.- LL u.- U- U- U- U-- ---T-ir'T- 7-7 - ----FLIIE __ -- - if 11 II II II II II II II II II II II II II II II II - - - - FLIO i II - - - - II II It II II II II II II II II II II II II II - - - - FLIO II II II II II II II II II II II II II II II II FLIO I) II -I) - - - - - - FLIO II II II II II II II II II II II II II II II II II �) .+_._: T� FLIO I I I I 11- — 7f L— _D L--1 I I I I I I I I I I I I I I I I I I 1 I - -I _ _ _ _ FLIO I I) I ( II I) II ( I I II II (I II II II II II II � II II it II II II II it II II ' - - - FLIO II II II II II II II II II it Ii II II II II II II II II &A _ _ _ _ I J I - - - - � FLIO I II II II II II II II II II II II II II II II II -- _ _ _ - F TRUSS TO 4X4 !, FLIO POST W/ (2) r _ - - - - NTS-20,POST TO �- _ _ - FLIO HDR �_� _ SLAB W/ HTT-4" F _ _%4T,r- FL09G Ll U (2)2x8W LB LB UJ FL04- - - - - - -� - - - - FL08 TRU55 TO 4X4 P05T-(2) DBL. STUD LL FLO3G = _ = NTS -20 4X4 P05T TO 'I= _ _ _LBW FLOIG SLAB NTT -4 FL02 _ _ _ _ _-1= _ _� = _ _ _ _ _ = FL06 FL02 _ _ _ _ _ --1-j= _ _ _ _ _ _ _ _ = FLO& 1 FL02 = _ _ _ _ - _ __ = _ _ _ _ _ = FL06 I - - --- (2) 2x8 HDR W/(2) JACK FL02 = _ _ _ _ � _ _ _ (2) FULL STUDS FL02 _ _ = FLO& I r FL02 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ = FLO& ftl FL02 = _ _ _ _ _ _ _ _ STUD = _ _ _ _ - FL06 2X6 LEDG=ER SECURE TO TRUSS WEBS W/2 0'X5' LAG FL02 = _ —BOLTS 2' DIA WASHERS m 24' _ _ _ _ _ _ _ _ _ = FLO& A O.C. MAX A 1 I FL02 = _ _ _ - _ _ - _ _ _ _ _ _ = FLO& ------------------------------- ---- ---------- A _ _ _ _ _ D6 ---- ---- ---- ---- - - , FL2�2) HETA-16 LEDGER BY BLDR--- (2) HETA-16 A rLi _ _ _ _ _ _ = L20 I) II II II I) ----------------------------- ------------------- -- -1 _FDIC _ 1 t 3 N II II II II _ _ ____II II II II II II II II II (1) 'D I II N Q W _ U I 7 W 114 %1D 4 \4 �4 �9 \4 \14 �4 �4 W Cl O 0 Ca b Ca b Cl Ci 0 FIRST FLOOR FRAMING PLAN A R C H I T E C T S DeshonGroun�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \0�0000000� SUBDIV. & LOT: KENSINGTON 055 RESERVE (LOT 32) MODEL: ESTERO BAY ENTRY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA DA 12/5/18 S L :1/4"=1'-0" SHEET OF u HEADER SPAN CHART (HEADER SIZES PER CHART. U.N.O.) SINGLE STORY APPLICATION 51ZE CONNECTOR S C IIE D U LE CONTROL DATE: 01 -O! -i5 DBL 2 x 6 SIMPSON DBL 2 x & USP DBL 2 x 10 l'-0' TO 10'-0' DES. UPLIFT GRAVITY DES. UPLIFT' GRAVITY FASTENER UP TO 5'-0' ME14 16 1450 HTA 16 -IS 1400 DBL 2 x 12 (1) IOd x 1 1/2" i -PLY, (6) 1(od 2 -PLY, 'USP. (10) cd X 1 /2" - NO 16d OPTION) AT EACH END OF HEADER 1 '985 3 (10) IOd x 1 /2" 1 -PLY, (IJ51F: (10) lOd x 1 1/2') �. YETL-16 .2) HT4 16-�8 2800 04) 16d 2-P'_Y (JSP: NO 16d OPT'ON) IWO �� HE74-46 1810 HTA 16 1615 (9) 10d x 1 1/2" -PLY, (8) 16d _-PLY USP: CIO) IO0 x 1 1/2", NO 16d OPTON HETA-2 HTA 20 1615 C9) IOd x 1 1/2" 1 -PLY, (8) 16d 2 -PLY U5P: (10) IOd x 1 I/2', NO 16d OPTION 2035 (10) 10d x 1 1/2" I -PLY USP: (10) IOd x './2' - :2> HE'L20 ____ (2) NTA -2O 3a0 - - —. ------- - _ (12' 16d 2 -PLY 'vC '16d ,ON ) 2500 z o _- LGT-2 2150 LUGT-2 1915 -iUSP -OP C -J 1/4' x 2 1/4' T TEN 2PLY NSP B K , 5,11/4' LB, WOOD (16J IOd DET4L-20 248ID NO USP CONVERSION FOR 51MP5ON DET4L-20 (!8) - IOd x 1 1/2, 1 PLT" --- - - ---- --- --- --- ---- MGT - 3965 MUGT 4000 (I) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) IOd TO WOOD (USP: (28) IOd TO WOOD) _ HGT-2 10980 HJG7-2 9365 !2) 3/4' A.T.R. 1N HIGH 5TREN'GTH EPDXY 'MIN, .2' EMBED), (16) 10d -0 UCO!-, (U5P: WOOD (S) IOd) HG' -3 10530 AUGT-3 93(05 (2) 3/4' 4T,R, IN HIGH STRENGTH EPDXY "YIN. 12' EMBED), (10) IOd TO WOOD "U5P: WOOD CS) Icd) II�I,NI LGT3-SD52.5 3285 Lu, -T-3 5330 (12) SDS I/4"x2 1/2' TO GIRDER, (4) 3/8 x 5" 71TEN HD TO WALL (USP: GONG. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) W525) 1210 PARALLEL TO WALL LTA2 1425 PERPENDICULAR TO LPTA 1555 1 (10) 10d x 1-1/2' NSP: (IID) IOd x. 1 I/2" WALL VGT 4940 NO 'J5P CONVERSION FOR 51MP50N VGT (Ii 5/8' 4T.R. IN HIGH STRENGTH EPDXY CMN, 12' EMBED), (1(,)-5D5 1/4'X3" TO WOOD (2) VGT 1185 NO JSP CONVERSION FOR 51YP50N (2) vGU (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-SD6 1/4"X3" / 2 PLY MT5-12 1000 MTW 12 1595 (14) IOd x 1 1/2' (U5P: (14) 10d x 1 1/2, (14) 10d) HTS -16 %150 HTW 16 1660 (16) IOd x 1 1/2" (USP= (16) IOd '2" (16) IOd) .75 -20 ''450 HTW 20 2045 (24) IOd x 1 (U511 1.14 'Co / ', (20) 1Od) HT5-_4 1450 HTW 24 1 2045 24) IOd x I .T JSP. '24/ ,Od x 1 2', (20) 10d) L5'A-12 ++ 925 LSTA 12 970 (IO) IOd USP: (10) 10d L574-18 1235 LSTA IS 1360 (14) IOd USP: (14) !Od M5.4-18 •- 1315 MSTA 18 1315 (14)IOd USP: 14/:Od 1640 M574-24 IT50 118) IOd (.8) co a_ M5T4-30 - 2050 - Y5TA-30 '140(22) IOd JSP: (22) IOd - — --- < "574-36 ,. 2050 1*15T4-36 2525---- (26) cd USP: (26> 10o 1115T -36 -_ 3800 KSTI 236 3090 (36) IOd x 1 1/2' U5P: (3(,) iOd x 1 1/2' MST'. -48 5065 KTSI 248 42SO (48) IOd x 11/2' USP: (48) 100 x 1 i/2` H6 1 950 LFTA 6 1595 (8) ad TO PATES (8) So TO 5TUD5 ;U516=I ad x 1 1/2', (16) 8d) 5P4 885 SPT 4 945 (6) IOd x 1 1/2' TO STUDS 'JSP: 6) cd x 11/2' TO STUDS 434 39S MP 34 410 (4) 8d x 1 1/2" TO BEAM, (4) ad x 1 1/2" 70 POST. USF: '4) 8d x 1 1/2 TO BEAM, (4) ad x 1 1/2 TO POST. HGP2 645 ! L,4CP 2 1 1010 (12) 100 , 1/2' JSP: (10) 1Od x - TO 7RU55, (10)10C x 1 1/2' 70 PLATE N10A 1340 RT 16A 2180 (8' ;Od x`2' USP: (9) IOd x1 2' T -O 7RUS5, (8f !OG X ! 1/2' TO PLATE VGT Q HDU4 4565 PHD 4A 4535 (I6I-SD 1/4"x3' TO WOOD, (I0) -&D5 1/4'x2 1/2' W/ THREADED ROD, (2) NUT6/W45HER/2 PLY �_ U5P: 5/8" ATR MIN. 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS vGT t HD75 4940 TDX 10 5110 (16) -SDS I/4'x3" TO WOOD, (3i-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 7/8' ATR MIN, 7" EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8" THRU-BOL7S ABU 44 2200 6665 PAU 44 2535 6115 — --- (1) S/8' AT.R, IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED- IN GONG_ ''2) 16d TO WOOD J5P: 54M'c AS 51MP5ON ABU 66 2300 12000 PAU 66 2535 13815 CIJ S/8' A.T.R. IN HIGH STRENGTH EPDXY, (Y1N. T EMBED.) IN CONS., 2 )16d TO WOOD USP: SAME AS SIMPSON L TI9 1340 LTS -9 1_05 (1) 3/4" 4,T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED.) IN CONC., 8)IOd O WOOD U5P: SAME AS 51MP50N _ TT2OF. +++ ., 500 I TS 0B 10S (1) 1/2" AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GCNC., NO)IOd TO W WOOD ��4465 USP: 3(4• ATR MM 7' EMBED SET 1N STRENGTH EPDX" 10) IOd. (10) IOd x 1 IR', 2-1/2' (� '4T -4 4455 HTT45 (U 5/B' 471R. IN HIGH STRENGTH EPOxY'MIN. 7' E1"'B D :N CONC_, (1815D•'O X 1 1/2' (U5P: (20) 6d X 2-1/2') . jUSP H4S '^ORE NAIL OPTIONS: (20) I0d (20) iOd x 1 1/2 (2D: 16d x 2 1/2' - Q HTTS 5090 HTT45 5430 IN. l" EBED,) -N CONC., (e6) 16d X 2 1/2" (U5P- (20) 16d X 2-1/2") (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MM USP HAS MORE NAIL OPTIONS '28) 10d, (28) IOd x -I/2 (20) I&d x 2 1/2 HI-IDOII-SDS 2.5. t 1i,81O UPHD II ,2090 j (I) 1' ATR. IN HIGH STRENGTH E OXY (MIN. 10' EMBED) IN GONG... 4) SDS(,' x 2i- WOOD 5CREW5(U5P: t24) w53 WOOD SCREWS) HD"B 6645 FDX 10 5110 (1)'/8' A.B. IN NIGH STRENGTH EPDXY, 'MIN. 1' EMBED) IN ONG., 3 1/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) 511'IP50N. (U 3/4' 47R, IN HIGH STRENGTH EPDXY (MIN. 675 EYBEDYIEN ' IN C.I"IL'- TOP, (I) 3/4' ATR. IN HIr -, STRENGTH EPDXY, (MIN_ 6 75' EMBEDMENT) IN CM_U_ FACE, (:8)IOd TO BEAM MBNA 3.56/IL25 3475 5330 NFM35X12U 3165 1130 USP: (U 1/2' J -BOLT W/ MINIMUM 6: EMBED. NOT LE55 THAN 4' FROM EDGEOF CONC W/ 3/4" DIA ITW V 1 M1 RA5ET/REDHCHD EAD DYNA BOLT SLEEVE ANCHOR OR EO. W/ MIN. 5' EMBED EPTH INSTALLED IN THE FACE. (14) IOd AT JOI5T- ry ___ Ld 2660 (FLR) = 2530 (F_R I HUSC4'_ /WOOD' 3635 3265 (ROOF) HU54121F 3060 3225 (ROOF) (101 'Co TO HEADER (10,' 16d TO WOOD 'J5P: SAME 45 51MP50N Z HUC410 (CMW 1810 5085 HD4t0 IF 1905 3175 (IS) 1/4' x 2-3/4 TITEN (9 PER FL4NGE) TO CMU.: O) 1Od TO JJOOD: NSP (IS) 1/4' x 3" W53 SCREWS, (10) OctITO WOOD. Z HUC210-2 (CPMU)� 1810 5085 HD210-217 1905 3115 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) 70 CMU, NO) IOd TO WOOD: (USP (IB) 1/4" x 3" W53 SCREWS, (10) 10d TO WOOD HUC21O-3 (CMW 1810 4000 HD210-311= 1905 3175 ('8) 1/4' x 2-3/4' TITEN C9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4" x 3' LS3 SCREWS, (10) IOd TO WOOD LGUM26-2-SDS 1 1430 5595 NO USP CONvER5iON FOR 51MP5ON LGUl"126-2-SDS (4) 3/8' x 4' -TEN HD ANCHORS (2 PER FLANGE) TO CMU, .4i /4' X 2 1./2' 5D5 SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMP50N 'SET EPDXY-TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. . WHERE ANCHOR EMBEDMENT 15 GRE4TER THAN 7" DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID ,u/ GROUT. + 'Od COMMON NAILS CAN BE 5U55TITUTED WITH IOd x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION 1N THE ALLOWABLE LOAD. '.JR'.77EN 4PPROV4L FROM THE ARCHITECT 16 REOUIRED FOR THIS 4-PLIC4710N PRIOR TO INSTALLATION. +. MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBE4I-1 WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' LLJ F- ATR. - 4-307 4L_ THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) O Z BECAUSE OF THE WIDE v4R1ETY OF MATERIALS, LOCATIONS, AND CONDITION5 THAT 1-14Y AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR I"14KING SURE TH47 THE PROPER CORROSION PROTECTION IS U5ED, WHEN USING 6TA.NLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U51NG DP'IAX /HCG GALVANIZED CONNECTORS, USE F45TENERS GALVANIZED PER 45TY-4153 USE OF EXPANSION ANCHORS WILL BE EVALJATED ON AN INDIVIDUAL BASIS AND P-IU57 HAVE WRITTEN APPROVAL FROM 71,-4E 4RCHS7ECT/ENGINEER OF RECORD PRIOR 70 USE, ALL CONNECTOR VALUES BASED ON 51MPSON "WOOD CONSTRUCTION CONNECTORS G-2013" "HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE < MASONRY CATALOG C-545 20'2. HEADER SPAN CHART (HEADER SIZES PER CHART. U.N.O.) SINGLE STORY APPLICATION 51ZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x & 5'-4" TO l'-0' DBL 2 x 10 l'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x & 5'-0' TO Ill D5L2x10 Ill TO V-0' DBL 2 x 12 S'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-0' U.N.O. 4'-I1 1/2'AND l -II 1/2 UP NUMBER OF HEADER STUDS 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.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF 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 NOTES: ® SECURE 2ND FLR STUDS TO FLOOR TRUSS BELOW W/ MSTA-30 @ 32" O.C. TRUSS TO 4X4 POST W/ (1) NTS -20 POST TO BLOCK W/ HTT-4 TRU55 TO 4X4 POST W/ (1) HT5-20 (SOLID BLOCKING MUST BE POST TO BE CONTINUOUS DOWN PROVIDED BETWEEN SUB FLOOR TO TOP OF BLOCK W/ HTT-4 AND TOP OF BLOCK) r r r— r— r— r r— r r— r r r— r li 0 10 10 0 D5 - D5 Gil n n n II n n n n n n n n n u II !r II it Gil CJ3 n n n u n n n n u n n n n n u n CJ3 CJ5 = = n ir, a n%il n n n n n ii n n _ = CJ5 2 � O __ I ! I (I (I —A (I _ _ LLI � A — 1J _ _ �1L _ - - - - - AOIG _ _ _ _ _—•--_ - - - - - - - _ - - - Amt A03 II1� Q 404 i1I11 x 405 W— — — — — — — - - - - - -b. A06 � In 1 A0-1 Ll 1408 I I A01 i --JI �illl'I I ! I _X 40(o ttt III 7-3,l A05 ATTIC _= �cc��= A04 A03 TRUSS TO 4X4POST Wl (1) HTS -20 W POST TO BE CONTINUOUS DOWN __! _ TO TOP OF BLOCK W/ NTT -4 'EI 402 IIIF - m I X, W I I I I I I I I I I CJ5= _ --�/ n n I I = _ _ _ _ _ $ B0-1 II GJ3 = VO�o <� n u n _ _ _ _ _ _ _ = B06 2 CJ1i 1/10 II II II Call mIll D5 . t J� _ � _ _ _ - _ _ C05E _ x X/ r] IF F , — II � II n n II II II �' CJ3 Im M al LQ 3 CJ I I I STUD �- LINE OF FIRST FLOOR BELOW SECOND FLOOR ROOF FRAMING PLAN TRU55 TO 4X4 POST W/ (1) MT5-12 POST TO BE CONTINUOUS DOWN TO TOP OF BLOCK W/ HTT-4 A R C H I T E C TS Desi gn Group -��. LONGWOOD, FL 32750 PH: 407-774 6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA J Iffill CANTWELL R NO 12079 pA�12/5/18 SCALE: 1/4))=1'-0)) SHEET 6.1 OF U II�I,NI SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA J Iffill CANTWELL R NO 12079 pA�12/5/18 SCALE: 1/4))=1'-0)) SHEET 6.1 OF U 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 21, PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES 2x(o LEDGER SECURED TO TRUSS W/ (2) 3/0"x5" LAG SCREWS 6 24" O.C. MAX RECE55ED LINTEL . \ ENTRY SECTION DETAIL SCALE: 3/4'=V-0" RUCTURAL SHEATHING TO BTM. OF 55/5EAM MUST NOT BREAK 1'-4" )M 2ND. FLR. LINE iINEERED TRU55 8 NG PER FRAMING NOTES T LINTEL 2nd 10'-S 3/4" FIN. FLR. 9'-4" 5RG. HT, CMU COLUMN STONE VENEER m' -m" FIN. FLR. 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE BEARING POST (PER PLAN) 1/16" 0.5.B. SHEATHING OR 1/2" CDX PLYWOOD BEARING POST (PER PLAN) 1/16" 0.5.8. SHEATHING OR 1/2" CDX PLYWOOD SECOND FIN, FLR. TOP OF MASONRY WALL 50LID BLOCKING REQUIRED UNDERNEATH POST PLAN VIEW A ELEVATION VIEW SCALE: N.T.S. EXTERIOR STUD WALL - FLOOR TRUSS PARALLEL TO BLOCK CONC. FILLED LINTEL BLOCK W/ (1) 15 CONTINUOUS REBAR NTT -4 SECURED TO STUD W/ (20) 10d x 1 2" NAILS 5/5" A.T.R. IN HIGH STRENGTH EPDXY (MIN. T EMBED) FLOOR TRU55 BELOW FRAME WALL (PARALLEL TO BLOCK) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20) 10d X 1 2" NAILS PRE-ENGINEERED FLOOR TRUSS 5/6" A.T.R. IN HIGH STRENGTH EPDXY (MIN. i" EMBED) CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR SCALE: N.T.5, A It C H IT E C TS 1441 N. KUNALU KLAUAIV tfLVU. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: ENTRY SECTION DETAIL ARCHITECT: STATE OF FLORIDA r r r" D E: \1,,2 /5 /18 S ALE: 3/4"=1'-0" Y�JEET OF 0 ELECTRICAL LEGEND 5YMBOL DEFINITION NOTES (oti� IIOV OUTLET EQUIPPED W/ GROUND FAULT MTERJPTER (TAMPER RESISTANT 2823 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 8,469 TYPE) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA I I0v FLOOR EQUIPPED V GROUND FART ® OUTLET INTERUPTER (TAMPER RESISTANT RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 TYPE) WATER HEATER 4500 110V 110V SWITCHED EQUIPPED W/ GROUND FAULT 900 (1) OUTLET NTERUPTER (TAMPER RESISTANT (1) DISPOSAL (1/3 HP) 246 TYPE) 110v GR EQUIPPED W/ GROUND FAULT INTERUPTER (TAMPER RESISTANT SUBTOTAL OF GENERAL LOAD OUTLET TYPE) 10000 REMAINDER OF GENERAL LOAD ® 40%= 25,615 VA x (4) 10,246 � —i 220V OUTLET 4 URE CONNECTION 8 EXTERIOR 5200 3 WATERPROOF OUTLET 6900 5 SWITCH 3250 3 SWITCH 3-1114Y OPERATION 4 SWITCH 44AY OPERATION $0 DIMMER SWITCH 18,800 (.� WALL MOUNTED 39,046 T L IGHT AT SECONDARY SIDE± (120/240 VOLTS) M WALL SCONCE PRE -WIRE CEILING U MOUNTED LIGHT MAXIMUM FAULT CURRENT: 19390 amps O RECESSED CAN O VAPOR PROOF (j RECESSED CAN VENT FAN VENT FAN W1 LIGHT POWER COMPANY 24' LIGHT STRIP 48' LIGHT STRIP O FUORESCENT WRAP AROUND AMP. 24' PHONE / DATA CABLE / Tv FLUORESCENT -- — -- — — --� 46' FLUORESCENT D PANEL — STRUCTURED WEATHER COACH WIRE PANEL Rik METER PROOF BOX 11 PROOF BOX L IGHT _ _ _ --------------- SMOKE BATT. BACKAP V HARDWIRE SERVICE BY OTHERS DETECTOR INTERCQNNECTED ® CARBON MONOXIDE BATT. BACK-UP v HARDWIRE DETECTOR NTERCONNECTED SMOKE / CARBON 8 MONOXIDE BATT. BACK-UP IN HARDWIRE DETECTOR COMBO MTEINECTED PROVIDE THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND PENDANT LIGHT TELEPHONE JACK ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL 4 GAS OUTLET ELECTRICAL O CEILING FAN / CEILING BOX REQUIRED TO BE SUPPORTED N ACCORDANCE wl LIGHT BOX MARKED AS SUCH FOR PLAN INSPECTION CODES, AND THE LOCAL POWER CO. CEILING BOX REQUIRED TO BE O J -BOX SUPPORTED IN ACCORDANCE Wl BOX MAIWID AS SUCH FOR INSPECTION O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD [_] DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COND. u DISCONNECT TV TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEV15ION JACKS TO BE DETERMINED Bl' BUILDER / HOMEOUJNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) v HOUSE PLAN: ESTERO BAY MODEL (oti� 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 SERVICE: SINGLE PHASE 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 � —i 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 AT SECONDARY SIDE± (120/240 VOLTS) M 39,046 VA / 240 V= 162.69 200 AMP SERVICE (3) 01 THHN/THWN COPPER CONDUCTORS, (1) M 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. DEDICATED 20 AMP OUTLET FOR M.WAVE COAD., ice/ I U , A R C H I T E C TS Design Group ��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 v (oti� i TRANSFORMER BANK: 50kVA ENTRY VOLTAGE: 1620113200-2401450V NEMA 3R 200 AMP GFI SERVICE: SINGLE PHASE 120/240 — -- --- -- ---- — -- — — — -- — � —i TYPE: UNDERGROUND COMBO VOLT 42 Z U AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT TS CIRCUITS AT SECONDARY SIDE± (120/240 VOLTS) M AND METER U MAXIMUM FAULT CURRENT: 19390 amps CAN i (j POWER COMPANY 200 TRANSFORMER AMP. PHONE / DATA CABLE / Tv — — — — — — - — — -- — -- — — WEATHER WEATHER COACH COACH PROOF BOX 11 PROOF BOX L IGHT _ _ _ --------------- LIGHT SERVICE BY OTHERS INTERSYSTEM BOND�INGERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 4� � E LC T � I C A L � l 5� PROVIDE THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND FIRST FLOOR COLD WATER PIPE. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. ELECTRICAL PLAN CODES, AND THE LOCAL POWER CO. A R C H I T E C TS Design Group ��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I� La O V A� W E O cc SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA F-11 2114,111ARP110ME0 DA : 12/5/18 S AL1E':-1/4"=l'-0" SHEET 8 OF U 11111111111 I� La O V A� W E O cc SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA F-11 2114,111ARP110ME0 DA : 12/5/18 S AL1E':-1/4"=l'-0" SHEET 8 OF U ELECTRICAL LEGEND SYMBOL DEFINITION NOTES SC LE: IIDv OUTLET EQUIPPED W1 GROUND FAULT MTERUPTER (TAMPER RESISTANT ()A TYPE) IIOV FLOOR EMIPPED V GROUND FAULT ® OUTLET INTEIWvrER (TAMPER RESISTANT TYPE) IIOV SWITCHED EQUIPPED IW GROUND FAULT OUTLET INTERUPTER (TAMPER RESISTANT TYPE) I10V GFI EQUIPPED V GROUND FAULT INTERUPTER (TAMPER RESISTANT OUTLET TYPE) 220V OUTLET 4 URE CONNECTION EXTERIOR WATERPROOF OUTLET SWITCH $3 SWITCH 34147 OPERATION $ 4 SWITCH 4 -WAY OPERATION $D DIMMER SWITCH (.� WALL MOUNTED LIGHT r-,\ WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O. VAPOR PROOF RECESSED CAN VENT FAN VENT FAN W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP O R40REXENT WRAP AROUND 24' FLUORESCENT 48' FLUORESCENT D PANEL - STRICTURED WIRE PANEL METER 0 SMOKE BATT. BACK-UP DETECTOR INTERCONNECTED CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED SMOKE / CARBON e MONOXIDE BATT. BACK-UP V HARDWIRE DETECTOR COMBO INTERCONNECTED PENDANT LIGHT TELEPHONE JACK QGA5 OUTLET O CEILING FAN / CEILNG BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE V LIGHT BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE O J -BOX SUPAN PORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION O SPEAKER PRE -WIRE FLOOD LIGHT O SECURITY SYSTEM KEYPAD DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COND. u DISCONNECT TV TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE we O.BATH'\v'� LAV. LAV `1 OWNER'S I SUITE FAN/CEILING / PRE-WIRESJD / L - - � FAN/CEILING- PRE-WIRES IGFI GFI� u � LAV. 3DRM. 2 �\ \ - -- TUB IaiC; AD Ir „ BATHS 1 O \ 701 C.M.D. \� y i F I jfF �_- �( CFI '� �4" T� `�"A.F.F. \ Q O \ O LAUN. D. IL — — — % '� (01(�� -- --- - — ATTIC O S.D. FAN/CEILING / A PRE -WIRES BDRM. 3 BDRM. 4 - --- --- — — I LINE OF 15T. FLR. BELOW SECOND FLOOR ELECTRICAL PLAN A R C H IT 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 �E O V co IE O i SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.032/00001 PAGE: ECOND FLOG ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA 12079 DAIA.: 12/5/18 SC LE: /4"=1'-0" SHEET ()A OF SHINGLES OR TILE (PER COMMUNITY SPECS) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R1305 OF THE FBCR, PRE-ENGINEEREDDO NOT EXCEED 4` 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 Z" DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE')- AT FIRST (2) BAYS P.T. Ix4 or 4"x4" MIN. P.T. Ix4 or a x4' MIN. (4'-0' O.C. a SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE 2x6 SUB -BAN DOOR CASING VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW OVER 4'-10' HIGH MEMBER w/ l2) 12d NAILS 8` FROM 8" TEXTURED CEMENTITIOUS COATING MIN. (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P,T. 1x4 or 5'x4" MIN: (PER ASTM C926) OVER PAPERBACK (AS PER TRUSS ENGINEERING) " PER MFR'S SPECIFICATIONS EACH END and a IS O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH SECURE P.T. 2x8 TO BLOCK w/Y x 9 (1) 13(0-' TAPCON (MIN. EMBEDMENT 1 4 ) OVER APPROVED 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN i� 5IMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+4" or + 4") WINDOW TO BLOCK (+3") 8° FROM EACH END and 18' o.c. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6' MIN. EMBEDMENT 32' O.C. MAX) or METHOD PER "NAILING SCHEDULE') DOOR JAMB TO BLOCK (+4" or +Y4 DOOR JAMB TO BLOCK (+3") ((1) DRIVE PIN, 8" FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: I'=I'-m' 4E SCALE: 18' O.C. MAX Lu/ 12d NAILS 6 8' O.C. MAX ' ) MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 WA2 _ ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4" TRUSS w/ (2) 12d NAILS PLASTIC OR METAL WEEP SCREE - INSTALLED s MID -POINT OF TRUSS SPAN NOTE: NOTE: z TEXTURED CEMENTITIOUS r or 10'-0' O.C. MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. ATT OR BLOWN -IN INSULATION SECURE TO BLOCK w/ lU 16 TAPCON C92(o) OVER CM (R -VALUE PER ENERGY CALCS) DO NOT EXCEED 4" DO NOT EXCEED 4" (MIN. EMBEDMENT 1 4') 8" FROM EACH ' GYPSUM BOARD OR Z' HIGH STRENGTH 8" CMU BLOCK END and 6 18' O.G. MAX CEILING BOARD 2" DRYWALL 8' CMU BLOCK Z" DRYWALL or O.C. MAX P.T. 2x (l) DRIVE PIN, 8" FROM EACH END and OHC. FILLED U -BLOCK w/ (U �5 5" r IS' 1 BLOCK WALL SECTION —GABLE ROOF CONTINUOUS REBAR (SEE WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER P.T. Ix4 or 4x4 MIN. Ix4 or 1x2 P.T. NAILER e SINGLE STORY SCALE: 3/4'=1'-0' FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG (SEE WINDOW/DOOR JAMB BLOCKING 16 OSB (4 WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1 4" SHINGLES OR TILE (PER COMMUNITY SPECS) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and @ IS" O.C. MAX7 (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE FBCR, WINDOW TO BLOCK(+t 4" STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED MNEMBEDMENTTE: SECURE TO BLOK w� �tl)F6"oMPCAONS 6TH EDITION (2011) )4 R E DOOR JAMB TO BLOCK (+1 2") THROUGH NON-STRUCTURAL MEMBER (lx or OSB) ENE) and a6 18" O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT w/ 1" TAPCON MIN. 1 �' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE')-- 4B SCALE: I'=I' (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS 18' O.C. MAX EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3yl 6") MIN. SHANK SIZE .145 (PER PLAN)--- MIN. HEAD SIZE .300 'Cl VY-x(R-VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 %6) MIN. EMBEDMENT 1 4" SHIM AS NEEDED 4F TO PLUMB JAMB. METAL DRIP EDG$' GYPSUM BOARD OR 2' HIGH DO NOT EXCEED 4" P.T. 2x8: 2x6 SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)16' TAPCONS VENTED OHC. FILLED U -BLOCK w/' DRYWALL NOTE: (MIN. EMBEDMENT 1 4") 8" FROM EACH ALUMINUM SOFFIT (1) 05 CONTINUOUS REBAR P.T. 2x Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and 1@ 18' O.C. MAX ER FLAW - RECAST LINTEL (SEE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or WINDOW (PER PLAN) FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4 WIDE MIN.) I" (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR. (SIZE AND REINFORCEMENT - r DOOR JAMB /WINDOW DOOR CASING DO NOT EXCEED a 18" O.C. MAX SPECIFICATION PER PLAN) 8' CMU BLOCK (ATTACHED TO BLOCKING MIN. SHANK SIZE .145 PER MFRS SPECIFICATIONS" DRYWALL MIN, HEAD SIZE .300 NOTE: F.T. 1x4 or 4" " x4' MIN. Ix4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4 STRUCTURAL 2x MUST BE ON OUTSIDE SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. 1x (4" WIDE MIN.) ALL INSULATION 1 FASTENER SCHEDULE FOR ATTACHMENT THROUGH NON-STRUCTURAL MEMBER (Ix or 16 OSB) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALLS) 3" 1 SECURE 2nd 2x TO STRUCTURAL w/ 16 TAPCON MIN. 1 4 EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB /WINDOW SECURE TO BLOCK w/ (1) !' TAPCON PLACE SILL (PER BLDR) 2' GYPSUM WALL BOARD EACH ENE) and @ IS" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH 2' TEXTURED CEMENTITIOUSI) "5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1i6") PER MFR'S SPECIFICATIONS) END and s 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL 15 NOTE: (1) DRIVE PIN, 8" FROM EACH ENE) and C926) OVER CM (LOCATION PER PLAN) DOORJAMB TO BLOCK (+1 16) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. MAX 8' CM 4" P.T. FURRING STRIPS rat 16" O.C. 4C THROUGH NON-STRUCTURAL MEMBER Ox or 1" OSB) 4 SCALE: I'=I'-m' 16 MIN. SHANK SIZE .145 w/ 4" TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MOOD BASE MIN. EMBEDMENT 1 4" NOTE: WINDOW TO BLOCK (+3yl 6") SHIM AS NEEDED 7 P.T. (2) 2x6: To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 l6 ) SECURE TO BLOCK w/ (2) '" TAPCONS ONCRETE SLAB DO NOT EXCEED 4" 4G SCALE: I'=1' -O' 4 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 4") 8" FROM EACH AND REINFORCEMENT) S CMU BLOCK --EXTERIOR WALL FOOTING �" DRYWALL ENp and 6 18' O.C. MAX UPLIFT UP TO 1,115 Ib (SEE FOUNDATION PLAN FOR SIZE P.T. 2x 1x4 or Ix2 P.T. NAILER SIMP50N HT520 wl (10) 10d NAILS TO TRUSS 4 (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) I� 6 18" O.C. MAX 2 SINGLE STORY SCALE: 3/4'=1' FASTENER SCHEDULE FOR ATTACHMENT (4) a X2 4 TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING UPLIFT UP TO 2 350 Ib ONTINUOUS BOND MIN. EMBEDMENT 1 4" BATT INSULATION ADHERED TO CEILING $" GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS BEAM (2) 5IMP50N HT520 EACH SIDE OF TRUSS w/ BOARD (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 8 SECURED INTO BONA BEAM I" THROUGH NON-STRUCTURAL MEMBER (lx or 16' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK wl l2) a TAPCONS 3� I� (MIN. EMBEDMENT 1 4")V FROM EACH _ ... — — an _ ... .. 6 T END d 6 18' O.C. MAX TAPCONS MIN. or OPENING 22' x 30' MIN. 00 CASING AT SI WINDOW TO BLOCK(+2 �4" � 2' COVER (2) DRIVE PINS, 8' FROM EACH END and D DE ) ATTIC ACCESS 1 2' APART a 18' O.C. MAX 3 NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /4) TRUSS ANCHOR RETRO—FIT MIN. SHANK SIZE .145 SCALE: N.T.S. SHALL COMPLY WITH MIN 30" HEADROOM WOOD CASING 4 GYP.MIN. HEAD SIZE .300 PER 8801.1 OF THE FBCR 2011, 6th EDITION BOARD (TYP) 4D SCALE: 1'=r -m' S SCALE: N.T.S. MIN. EMBEDMENT 1 4' A R C H IT E C TS Des,onGrou��. 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 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA D E:\42/5/18 ALE: 1 /4" =1' - 0" EET D I NAILING SCHEDULE -...... ROOF DIAPHRAGM - ASPHALT SHINGLE - 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED - %6' 0.6.8. or y' CDX PLYWOOD - ad RING SHANK GUN NAILS 6 4' O.G. 6 SUPPORTED PANEL � LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS EDGES AND (5d RING SHANK GUN NAILS e 6" O.C. s INTERMEDIATE SUPPORTS. SEE DETAIL. - ROOF SHEATHING TO GABLE ENE) 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 OUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD IN 5IMP50N OR USP HIGH w/ SIMPSON SP4 (U6P 6PT4) w/ SIMPSON 5P4 (USP SPT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL - STRENGTH EPDXY l(oMIN. a 32' O.C. MAX Q 32' O.C. MAX z EMBEDMENT) N' CDX EXTERIOR PLYWOOD or 1 32" APA -RATED O.S.B. (AS PER MANUFACTURER'S o 2x STUDS 16" O.C. MAX 2x STUDS 16" O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS Q 4" O.C. 6 SUPPORTED PANEL - NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS 6 6" O.G. a INTERMEDIATE SUPPORTS. SEE DETAIL. LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS e 4" O.C. EDGEWISE. TOP CHORD BLOCKING 4"Q BOTTOM 4 (1) NEAR MID -CENTER BLOCKING aMID-WALL BLOCKING aMID-WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0* OF GABLE 'END. O.C. MAX IN FIRST (2) FRAMING SPACES Q EACH EN EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS %6' O.S.B. or y' PLYWOOD or %6" ZIP BOARD SYSTEM - ad RING SHANK GUN NAILS 6 4' O.C. e or RAFTER = '"GYPSUM WALL BOARD 2" GYPSUM WALL BOARD PANEL EDGES AND ad RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND ad RING ROOF SHEATHIN = = 1)5 REBAR VERTICALLY IN ECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS 6 6' O.C. AT INTERMEDIATE 5UPPORTS, SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %$" .131 110,000 RING (16-20 RINGS PER INCH) CONC. POURED CELL Y' x 9' ANCHOR BOLT w/ 2' WASHER (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH n ° EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. 6 32" O.G. MAX aSECURE BOTTOM PLATE TO ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL eTUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMPSON 5P4 (USP 5PT4) a 32' AND REINFORCEMENT) ° ° ° O.C. MAX BUILDING LENGTHa ONCRETE SLAB ONCRETE SLAB a --g--ANTERIOR BEARING -WALL FOOTING ' ' (SEE FOUNDATION PLAN FOR SIZE � � � (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 AND REINFORCEMENT) XTERIOR WALL FOOTING NTE 10 BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RING SHANK GUN NAILS Q 4" O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (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 2 SCALE: 3/4':1'-0' 4A SCALE: 3/4'=l'-0' 4B SCALE.- 3/4':1'-0' z 111 ad RING SHANK GUN -4NAILS -s 6' O.C. IN FIELD �° w PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS v Z Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE =3 W SECURE TOP PLATES w/ 16d COMMON NAILS s 4' D.C. 0 a: 2-ROUJ5, 5TAGGERED �_ z ,� z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING = 14 o (0.6.5. TO BE STRUCTURAL GRADE) TOP PLATE OUBLE TOP PLATE TO STUD Lu w/ SIMPSON SP4 (USP 5PT4) d 2x WOOD or METAL STUDS 32' O.C. MAX Z ° t� 6 24' O.G. MAX z � (j)� (NOT LOAD BEARING) 2x CONTINUOUS STRESS � '� cad RING SHANK GUN NAILS 12' BLOCKING 6 MID -WALL Z O.C. IN FIELD 2x STUDS a 16" O.C. MAX UNLESS NOTED OTHERWISE a ad x 3" SCREW SHANK BALLISTIC NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS z o u ' ELECTRO GALVANIZED STRIP Q a DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ BIMPSON OR USP MBTA36 N o NAILS 6 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL T8G SUBFLOOR (ATTACHMENT " i4' TAG 6UBFLOOR (ATTACHMENT Z Q SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER 'NAILING SCHEDULE') >� UNTHREADED SHANK TO EXTEND BEYOND TNICKNE66 OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU66 SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TAG SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS e 16" O.C. MAX (0.6.8. TO BE STRUCTURAL GRADE) 3SCALE: 3/4':i'-0' - DOUBLE TOP PLATE UNLE56 NOTED OTHERWISE f 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS 5TRE55 RE -ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING 6 MID -WALL NOTE:ECURE BOTTOM PLATE TO SLAB w/ DIAGONAL BRACE -8 CENTER OF TRU66 SPAN or 2x4 BLOCKING BETWEEN M Y " TRUSSES AT FIRST (2) BAYS Y x 9 ANCHOR BOLT w/ 2 WASHER HIGHEST RIDGE. 2x STUDS 6 16" O.C. MAX SET IN 5IMP60N HIGH STRENGTH DIAGONAL BRACE TO BE ANY SPAN 15'-0" OR (4'-0" O.C. BREATHING BEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6" GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 5YP "2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.C. MAX ADDITIONAL HORIZONTAL TRU66 REINFORCEMENT.) 12d NAILS 6 EACH TRU66 (DIAGONAL BLAB w/ (l) 10d CUT NAIL 6TUD TO BOTTOM PLATE w/ 0'-0' - 30'-0' USE (1) X -BRACE X -BRACING TO COYER 5-TRU56E6 32' O.C. MAX SIMPBON SP4 (U6P 5PT4) 6 32" 30'-1' - 60'-0' USE (3) X -BRACE f (1) X -BRACE 6 CENTER 4 (2) BRACES * O.C. MAX ° I DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ONCRETE SLAB I'(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BTIFFBACK AT ALL UPRIGHTS INTERIOR BEARING WALL FOOTING INTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (BEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AB PER TRUSS ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL 1 WEEP SCREE i TWO STORY L.B.W.w/ NO UPLIFT Two STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION X , i D SAME X -BRACING REQUIREMENTS) 7B - 5 A SCALE: 3/4'=1'-0' � B SCALE: 3/4'=1'-0' WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X— BRACINGa TRUSS w/ (2) 12d NAILS 1 _ I INSTALLED 6 MID -POINT OF TRU65 SPAN SCALE- 3/4'=r-0' or 10'-0' O.C. MAX A R C H IT E C TS DesiOnGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E V E O .0 C c I SUI(77KE 8c LOT: NSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.032/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL NO 12079 : 12/5/18 P)bALl'.1/4"=l'—O" 1 HEET D2 _I CONC. POURED CELL Y' x 9' ANCHOR BOLT w/ 2' WASHER (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH n ° EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. 6 32" O.G. MAX aSECURE BOTTOM PLATE TO ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL eTUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMPSON 5P4 (USP 5PT4) a 32' AND REINFORCEMENT) ° ° ° O.C. MAX BUILDING LENGTHa ONCRETE SLAB ONCRETE SLAB a --g--ANTERIOR BEARING -WALL FOOTING ' ' (SEE FOUNDATION PLAN FOR SIZE � � � (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 AND REINFORCEMENT) XTERIOR WALL FOOTING NTE 10 BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RING SHANK GUN NAILS Q 4" O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (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 2 SCALE: 3/4':1'-0' 4A SCALE: 3/4'=l'-0' 4B SCALE.- 3/4':1'-0' z 111 ad RING SHANK GUN -4NAILS -s 6' O.C. IN FIELD �° w PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS v Z Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE =3 W SECURE TOP PLATES w/ 16d COMMON NAILS s 4' D.C. 0 a: 2-ROUJ5, 5TAGGERED �_ z ,� z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING = 14 o (0.6.5. TO BE STRUCTURAL GRADE) TOP PLATE OUBLE TOP PLATE TO STUD Lu w/ SIMPSON SP4 (USP 5PT4) d 2x WOOD or METAL STUDS 32' O.C. MAX Z ° t� 6 24' O.G. MAX z � (j)� (NOT LOAD BEARING) 2x CONTINUOUS STRESS � '� cad RING SHANK GUN NAILS 12' BLOCKING 6 MID -WALL Z O.C. IN FIELD 2x STUDS a 16" O.C. MAX UNLESS NOTED OTHERWISE a ad x 3" SCREW SHANK BALLISTIC NOTE: 5T FLOOR STUDS TO 2ND FLOOR STUDS z o u ' ELECTRO GALVANIZED STRIP Q a DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ BIMPSON OR USP MBTA36 N o NAILS 6 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL T8G SUBFLOOR (ATTACHMENT " i4' TAG 6UBFLOOR (ATTACHMENT Z Q SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER 'NAILING SCHEDULE') >� UNTHREADED SHANK TO EXTEND BEYOND TNICKNE66 OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU66 SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' TAG SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS e 16" O.C. MAX (0.6.8. TO BE STRUCTURAL GRADE) 3SCALE: 3/4':i'-0' - DOUBLE TOP PLATE UNLE56 NOTED OTHERWISE f 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS 5TRE55 RE -ENGINEERED GABLE TRUSS BLOCKING 6 MID -WALL BLOCKING 6 MID -WALL NOTE:ECURE BOTTOM PLATE TO SLAB w/ DIAGONAL BRACE -8 CENTER OF TRU66 SPAN or 2x4 BLOCKING BETWEEN M Y " TRUSSES AT FIRST (2) BAYS Y x 9 ANCHOR BOLT w/ 2 WASHER HIGHEST RIDGE. 2x STUDS 6 16" O.C. MAX SET IN 5IMP60N HIGH STRENGTH DIAGONAL BRACE TO BE ANY SPAN 15'-0" OR (4'-0" O.C. BREATHING BEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6" GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 5YP "2 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32" O.C. MAX ADDITIONAL HORIZONTAL TRU66 REINFORCEMENT.) 12d NAILS 6 EACH TRU66 (DIAGONAL BLAB w/ (l) 10d CUT NAIL 6TUD TO BOTTOM PLATE w/ 0'-0' - 30'-0' USE (1) X -BRACE X -BRACING TO COYER 5-TRU56E6 32' O.C. MAX SIMPBON SP4 (U6P 5PT4) 6 32" 30'-1' - 60'-0' USE (3) X -BRACE f (1) X -BRACE 6 CENTER 4 (2) BRACES * O.C. MAX ° I DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ONCRETE SLAB I'(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BTIFFBACK AT ALL UPRIGHTS INTERIOR BEARING WALL FOOTING INTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (BEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AB PER TRUSS ENGINEERING AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL 1 WEEP SCREE i TWO STORY L.B.W.w/ NO UPLIFT Two STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION X , i D SAME X -BRACING REQUIREMENTS) 7B - 5 A SCALE: 3/4'=1'-0' � B SCALE: 3/4'=1'-0' WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X— BRACINGa TRUSS w/ (2) 12d NAILS 1 _ I INSTALLED 6 MID -POINT OF TRU65 SPAN SCALE- 3/4'=r-0' or 10'-0' O.C. MAX A R C H IT E C TS DesiOnGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E V E O .0 C c I SUI(77KE 8c LOT: NSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.032/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL NO 12079 : 12/5/18 P)bALl'.1/4"=l'—O" 1 HEET D2 A R C H I T E C TS DesonGroun�. 11- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 2x RIDGE ONE 51ZE LARGER THAN -PRE-ENGINEERED TRU55 RAFTER SIZE w/ MIN. (3) 12d NAILS or MIN. (4) lmd GUN NAIL ,l , Ix6 COLLAR TIE EVERY OTHER RAFTER w/ MIN. (3) 12d NAILS or Q g' GYPSUM BOARD OR ! IMPSON VTCB or USP VTT j MIN. (4) 10d GUN NAIL o 1 Z" HIGH STRENGTH CEILING °�°°°°°°° SPACING (1) 6 EACH END 2x RAFTER BOARD AND 6'-m" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2)]2d NAILS or (3) lOd GUN NAILS 6 EACH TRUS z GYPSUM WALL BOARD ° 2x WOODS STUDS 24" O.C. � RAFTER TO TRU55 w/ SIMPSON (SIZE PER PLAN) m .mmm�■mam, MT512 or USP MTW124LTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP M6TA24 SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS 6 EACH END. 4 SCALE: 3/4'=1'-m' RE -ENGINEERED ROOF TRUSSES SECURE BOTTOM PLATE TO OOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB w/ lMASONRY NAILS -a 322'' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 1 2x4 SECURED TO GABLE END w/ SCALE: 3/4'=1'-m' (2) 12d 6 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (2) 12d SPACED 6" - 8' O.C. MAX (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) ---WATER RE515TANT 5ACKER50ARID V (DEN51-1IELD) 2x4 RAFTER 6 24' O.C. /2" DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2" MIN. TO PAN) 5IMP50N Lam or USP A3 INTERIOR NON—BEARING WALL or 8' CMU BLOCK WALL MAPELA5TIC AQUA DEFENSE WATER PROOF is BLOCKING (EACH END)- 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) RE -ENGINEERED TRU55 AULK BEAD BETWEEN DEN5HIELD 2x4 BLOCKING EACH RAFTER P.T. 2x4 STUDS AND F15ERGLA55 PAN APPLIED 6 16" O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) � VARIES PER PLAN INSTALLATION SIMPBON N2.5A or USP RTA 8" GYPSUM BOARD OR SHOWER PAN e EACH RAFTER TAIL CONNECTIO z" HIGH STRENGTH CEILING (FIBERGLASS OR CERAMIC) SIMPSON Lam or U5P A3 BOARD � TOP OF EACH RAFTER CONNECTIO 3 Na" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH TRU55 2 FRAMED OVERHANG or 24" O.G. MAX) SCALE: 3/4'=1'-O' S SCALE: 3/4'=1'-0' " GYPSUM WALL BOARD 3 %" METAL STUDS (25 GAUGE) is 24' 0.0 w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, A ATTACHED TO EACH SIDE a 12" O.C. SECURE 2x TO CMU w/ (2) %6" x 3' TAPCONB 3 %" BOTTOM CHANNEL (25 WITHIN 8' OF EACH END AND 1@18' O.C. MAX ECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ lOd x I" MIN. MASONRY (MIN. SHANK SIZE .145 - NAIL w/ WASHER 0 32" O.C. MAX. - 8 MIN. EMBEDMENT OF I Y4") ° u WITHIN 8" OF EACH END AND s18' O.C. MAX- - --- -- - - ONCRETE SLAB - (SEE FOUNDATION PLAN FOR WALL SHEATHING o a' z - J SIZE AND REINFORCEMENT) ' L--- (TYPE AND ATTACHMENT METHOD n o PER 'NAILING SCHEDULE") -_ -- m ^ c ECURE 2x6 MIN. TO BLOCK w/ --P.T.T -OTE: 2x8 STUD BLOCK (2)Y" x 9' ANCHOR BOLTS w/ 2' - WASHER SET IN SIMPSON or USP B STUD GAUGE IS HEIGHT SPECIFIC. CONSULT ---_L HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. 73 -- (MIN. (o' EMBEDMENT) -- z —T ROUGH OPENING (UP TO 51-0') INTERIOR NON—BEARING WALL LLI CL 7B METAL STUDS SCALE: 3/4'=1'-O' ECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9" ANCHOR BOLTS w/ 2"" TEXTURED CEMENTITIOUB 'U REBAR VERTICALLY IN CONC. POURED RECAST OR POURED IN WASHER SET IN 51MP60N or USP COATING MIN. (PER A5TM CELL (SIZE AND LOCATION PER PLAN) - -- PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" C92(o) OVER CM8 CMU BLOCK ------ EMBEDMENT FATHER STRIP MOLDING AROUND DOOR 8' CM �0 (PER MANUFACTURER'S SPECIFICATIONS) WOOD STUD SECURED TO FILLED - CELL w/ (3)Y2' x 9" ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WA5HER ST IN SIMPSON or U5 E P P HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS TRENGTH EPDXY (MIN. 6' EMBEDMENT) SVERHEAp 1 IL PER MANUFACTURER'5 SPECIFICATIONS r�iN. suDEV GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION /II' R°°M ALYANI STEEL VERTICAL TRACK 3 A 6 (BY OTHERS -INSTALLED PER SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C TS DesonGroun�. 11- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E V IE 0 t I SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL 1012079 TE: X2/5/18 GALE: 1/4"=1'-0" SHEET D 3 .mmm�■mam, E V IE 0 t I SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL 1012079 TE: X2/5/18 GALE: 1/4"=1'-0" SHEET D 3 SHINGLES OR TILE (PER COMMUNITY SPECS) SHINGLESOR (PER COMMUNITY BATT OR BLOWN -IN INSULATION SPECS) REFER TO DETAIL 1/p2 FOR GABLE (R -VALUE PER ENERGY CALCS) OVER #30 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS EQUAL) INSTALLED PER SECTION R905 OF PRE-ENGINEERED ROOF TRU55 THE FBCR, TTN EDITION /201i) EQUAL) INSTALLED PER SECTION R905 OF -- ---PRE-ENGINEERED TWI5T STRAP (PER PLAN)— THE FBCR, TTN EDITION (2011) GABLE ROOF TRU55 OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND y 'X ', ATTACHMENT METHOD PER NAILING AT FIRST (2) BAYS SCHEDULE') ATTACHMENT METHOD PER 'NAILING METAL DRIP EDG SCHEDULE (4'-0' O.C. 6 SHEATHING SEAMS) i 1i21 2xT SUB -BAN $" GYPSUM BOARD OR" NIGH_ STRENGTH CEILING BOARD METAL DRIP EDG - AIL VENTED 2xT SUB -BAN TIFFBACK AT ALL UPRIGHTS - ALUMINUM SOFFIT IMPSON SP2 (USP SPT24) EVERY VENTED ALUMINUM SOFFIT OVER 4'-10" NIGH = 12 x 2" WOOD 5CREW5 EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) = ALL SPACER FOR CONDITIONS WHERE TRU55 AND PER PLAN STUD LINE-UP, USE A 51MP50N H10A PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO -= (U5P RTITA) DOUBLE TOP PLAT EACH TRU55 w/ (2) 12d NAILS 2x4 STUDS IT' O.C. WINDOW HEADER ALL INSULATION INSTALLED MID -POINT OF TRUSS = 2x8 BLOCKING (SIZE PER PLAN (R -VALUE PER ENERGY CALC5) 8" TEXTURED CEMENTITIOUS COATING MIN. SPAN or 10'-0' O.C. MAX ,� i" TEXTURED CEMENTITIOU5 COATING MIN. ___WINDOW (PER PLAN), ATTACHMENT (PER A5TM C132(o) OVER PAPERBACK I- ,�—$ATT OR BLOWN -IN INSULATION Q �' - SECURED w/ (3) 12d $ (PER ASTM G132(o) OVER PAPERBACK PER MFR. 5PECIFICATION5 EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALC5) = NAILS EACH EN EXPANDED METAL LATH, OVER APPROVED 2 -LAYER WATER RE515TANT BARRIER, OVER r. 2 -LAYER WATER RE515TANT BARRIER OVER WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE w/ %s' x T" ` WINDOW SILL METHOD PER "NAILING 5CNEDULE" THRU-BOLTS 32` O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT TO 2x4 w/ 12d NAILS Q S" O.C. MAX 1 1/2' METHOD PER "NAILING SCHEDULE' XTERIOR BEARING 5TUD5 WALL INSULATION or =--DRYWALL CONTINUOUS 2x4 w/ (4) 1Td NAILS TOP [51ZE AND SPACING PER NOTE #21, (R -VALUE PER ENERGY CALGS k SECURE GABLE TO DBL TOP PLATE w/ 6IMP50NAF OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER I HGA10 24" O.C. MAX WALL MOUNT RAIL BLOCKING BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) or SHEATHING MUST NOT BREAK WITHIN T4G SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 51MP50N METHOD PER NAILING SCHEDULE") M5TA24 Q 32" O.C. MAX RAILING DETAIL 1'-4' MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION -GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) 413 SCALE: N.T.S. CONTINUOUS 2xT w/ (T) ITd NAILS 3SCALE: 3/4'=1'-0' BOTTOM OF FLOOR TRU55 (BOTTOM 2xT RE -ENGINEERED FLOOR TRUSS 15 A NAILER FOR WALL SHEATHING 7B NOTE: BATT OR BLOWN -IN INSULATION MINGLES OR TILE (PER COMMUNITY WA2 SPECS) �" GYPSUM BOARD OR 2' NIGH (R -VALUE PER ENERGY CALLS HAN STRENGTH CEILING BOARD DRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUSS PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE OVER 030 FELT PAPER (OR APPROVED DIAMETER OF AT LEAST 1 i INCHES (32 MM) EQUAL) INSTALLED PER SECTION 8905 OF GONG. FILLED U -BLOCK w/ (PER PLAN) 4 DOUBLE TOP PLAT / - THE FBCR TTN EDITION (2017) AND NOT GREATER THAN 2 INCHES (51 MM). (U'5 CONTINUOUS REBAR RECAST LINTEL IF THE HANDRAIL 15 NOT CIRCULAR, IT WINDOW (PER PLAN),(SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG OVER ROOF SHEATHING (TYPE AND ATTACHMENT PER MFR T17 PER PLAN)iy4, AT LEAST 4 INCHES (102 MM) AND NOT 2xT SUB -BAN ATTACHMENT METHOD PER 'NAILING SPECIFICATIONS MAX GREATER THAN T a INCHES (1T0 MM) WITH VENTED SCHEDULE ) w A MAXIMUM GRO55 SECTION OF DIMENSION ALUMINUM SOFFIT MiN. OF 2 4 INCHES (51 MM). EDGES SHALL HAVE $" TEXTURED CEMENTITIOU5 COATING MIN, 8" GYPSUM BOARD OR 2" NIGH xA MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER A5TM C92(o) OVER PAPERBACK STRENGTH CEILING BOARD j ALL INSULATION EXPANDED METAL LATH, OVER APPROVED IMP50N 5P2 (U5P 5PT24) ,s EACH 2X8 STUD PRECAST OR POURED IN j (R -VALUE PER ENERGY CALC5) 2 -LAYER WATER RE515TANT BARRIER, OVER PLACE SILL (PER BLDR 1• WALL SHEATHING (TYPE AND ATTACHMENT 10001 UPLIFT CONNECTOR 2 GYPSUM WALL BOARD METHOD PER "NAILING SCHEDULE' 2' TEXTURED CEMENTITIOUS 1) #5 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER ASTM GONG. POURED CELL 2x8 5YP 12 WOOD 5TUD5 a 12' O.C. MAX- C132(o) OVER GMU (LOCATION PER PLAN) THE CLEAR SPACE I' P.T. FURRING STRIPS 1T" O.C. BETWEEN THE Y" DIAMETER ANCHOR BOLT is S" CM 4 HANDRAIL AND THE 12" O.C. MAX w/ l' EMBEDMENT WALL SHALL BE 1 �' w/ 2" DIAMETER WASHER 2" GYPSUM WALL BOARD OOD BASE 42' KN WA i!" 2x8 SYP #2 WOOD STUDS 12" O.C. MAX IMPSON 5PI (U5P 5f=722)EE LL EACH 2x6 STUD 7B 1) COURSE TIE -BEAM POURED SOLID w/ WA2 i CONCRETE w/ (1) #5 REBAR HORIZONTALLY CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE CONTINUOUS HANDRAIL RECAST LINTEL WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ZTERIOR D REINFORCEMENT) 34' MIN, TO 36' MAX ARF o ATTACHMENT PER MFR. PER PLAN) WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE o Q SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) 4A STAIR HANDRAIL SCALE. 3/4'=V -0'z w 1 Two STORYTwo STORY 5C -ALE: PRECAST OR POURED IN Z w W o PLACE SILL (PER BLDR I LU Z 2' TEXTURED GEMENTITIOUS ITd NAILS 6' O.C. MAX �� w ALL INSULATION $ TEXTURED GEMENTITIOU5 COATING MIN. (PER o o COATING MIN. (PER ASTM (R -VALUE PER ENERGY GALLS) 2x4 BLOCKING 6 EACH BRACE. TOENAIL ASTM G92(o) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4) 1Td NAILS TOP - o G92(o) OVER CM i" Z 2 GYPSUM WALL BOARD INTO TRU55 w/ (4) 1Td NAILS 6 EACH EN LATH, OVER APPROVED 2 -LAYER WATER RE515TANT o OF FLOOR TRU55 (TOP 2x4 SUPPORTS o U x' BARRIER, OVER WALL SHEATHING (TYPE AND w 3/4' T4G 5UBFLOOR (ATTACHMENT BOTTOM PLATE OF 2nd FLOOR WALL) > N 4" P.T. FURRING STRIPS 1T" O.C. METHOD PER "NAILING 5CNEDULE" ATTACHMENT METHOD PER NAILING 5CNEDULE �4' T4G 5UBFLOOR (ATTACHMENT 1) #5 CONTINUOUS REBAR 16' O.G. MAX, IN XTERIOR BEARING 5TUD5 METHOD PER 'NAILING SCHEDULE") o d o k ! CONCRETE POURED CELL 6d RING SHANK NAILS a 4" O.C. [SIZE AND SPACING PER NOTEo ' (VERIFY PER PLAN) MAX INTO BLOCKING021 UNDER CATEGORY TIMBER = Q z z WOOD BASE ON GENERAL NOTES SHEET GN) a:w 1 `� ] RE -ENGINEERED FLOOR TRUSS Q ° 2'-m" PRE-ENGINEERED FLOOR TRUS ONTINUOUS 2xT w/ (T) 1Td NAILS e n � o �� MIN. IN SLABS � " EMBEDDED STRAP - h REBAR 48 LONG w/ T HOOK 2x4 BRACE 48' O.C. w/ (5) 12d NAILS 7B for EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2xT ', Q 24" O.C. (MIN. 24' IN SLAB) 15 A NAILER FOR WALL SHEATHING) WA (PER PLAN) WA2 a a 0 EACH EN y $' GYPSUM BOARD OR 2' NIGH c Z 4' CONCRETE REINFORCED w/ FI5ERME5H AT STRENGTH CEILING BOAR : 2' TEXTURED GEMENTITIOUS z e - A RATE OF .151b5 PER GUBIC YARD ON (o -MIL o COATING MIN. (PER A5TM POLY ETHYLENE VAPOR BARRIER ON WELL ' " GYPSUM BOARD OR �" NIGH " •COMPACTED CLEAN TERMITE TREATED FILL GONG. FILLED U -BLOCK w/ C92(o) OVER CMU - '' STRENGTH CEILING BOARD (1) #5 CONTINUOUS REBAR z 6" 6 3) 05 REBAR ON CHAIRS NOTE: ONG. FILLED U -BLOCK w/ w STRUCTURAL SHEATHING MUST NOT (U #5 CONTINUOUS REBAR m o 2 BREAK WITHIN 1'-4" MIN. FROM 2nd PERPENDICULAR FLOOR TRUSS CONNECTION FLOOR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=1' PARALLEL TO BLOCK TO BLOCK Two STORY SCALE: 3/4'=1' A R C H IT E C TS Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E V I� IE O z C cu SUBDIV. &c LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL NO 12079 ATE: -r2/5/18 G ALE: 1/41)= f — 0'" SHEET D 4 .mmma■�■mm; E V I� IE O z C cu SUBDIV. &c LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.032/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA CANTWELL NO 12079 ATE: -r2/5/18 G ALE: 1/41)= f — 0'" SHEET D 4 MSTCM40 1116' O.S.B. SHEATHING OR ( INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 1/16' O.S.B. SHEATHING OR ; 2x4 EXTERIOR WALL 1/2' CDX PLYWOOD STUDS CONNECT TOP OF STRAP 2x4 BOTTOM PLATE TO SOLID STUD W/ (16) Ibd PLAN VIEW — 2x4 WALL SINKER NAILS PRE-ENGINEERED FLOOR MSTCM40 TRUSS (INSTALLED ON TOP OF 1/16' O.S.B. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD MSTCM40 2X6 EXTERIOR WALL ,4 STUDS 2X6 BOTTOM PLATE CONNECT BOTTOM OF PLAN VIEW — 2x6 WALL STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS EXTERIOR STUD WALL — OUTSIDE CORNER MSTCM40 (INSTALLED ON TOP OF WALL SHEATHING SCALE: KTS. 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD v 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL l/Ib' 0.5.8. SHEATHING OR MSTCM40 I/2' CDX PLYWOOD (INSTALLED ON TOP OF WAIL SHEATHING S 2X6 EXTERIOR WALL STUDS ------2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: RTS. NOTE: t MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 Yl 7/16' 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) J' TAPCON5 NOTE: f MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 V 2X EXTERIOR WALL STUDS J' T t G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE A ELEVATION VIEW SCALE: KTS. FIN. TOP OF MASONRY WALL ELEVATION VIEW B SCALE: RTS. IDS DBL. STU 2x4 BOTTOM PLAT 2x4 EXTERIOR WALL STUD r yo 2X EXTERIOR WALL STUDS ° SECOND FIN. FLR W/ (20)10d X 1NAILS 5 5 Wo. T/ ' � PRE-ENGINEERED FLOOR TRUSS SECOND FIN. FLR M =17� 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) 5/8' A.T.R Tom'OF PRE-ENGINEERED FLOO i i -ENGINEERED FLOOR MASONRY WALL o Z W ai TRUSS (GIRDER DRAWN) i TRUSS (GIRDER DRAWN) r 1116' O.S.B. SHEATHING ii W A ELEVATION VIEW SCALE: KTS. FIN. TOP OF MASONRY WALL ELEVATION VIEW B SCALE: RTS. IDS DBL. STU 2x4 BOTTOM PLAT 2x4 EXTERIOR WALL STUD r yo 2X EXTERIOR WALL STUDS ° SECOND FIN. FLR W/ (20)10d X 1NAILS 5 5 Wo. T/ ' � PRE-ENGINEERED FLOOR TRUSS SECOND FIN. FLR 1116' O.S.B. SHEATHING OR In' CDX PLYWOOD C PLAN VIEW — 2x4 WALL a' T 4 G SUBFLOOR GLUED NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2X6 EXTERIOR WALL 5 O.S B. SHEATHING OR 1/2' %.OW^ PLYWOOD RE -ENGINEERED FLOOR TRUSS ONC. FILLED LINTEL BLOCK W/ (1) 05 ONTINUOUS REBAR rT-4 SECURED TO STUD W/ (20)10d 1 I' NAILS 18' A.T.R. IN HIGH STRENGTH EPDXY 11N. 71' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL U PLAN VIEW — 2x6 WALL =-ENGINEERED FLOOR TRUSS NC. FILLED LINTEL BLOCK W/ (1) 05 NT INUOUS REBAR '-4 SECURED TO STUD W/ (20)10d ;'NAILS ' A.T.R. IN HIGH STRENGTH EPDXY q. I' EMBED) 2X EXTERIOR WALL STUDS 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD i HTT-4 SECURED TO STUD W/ 0 i (20)10d X 1 J' NAILS O � � i HTT-4 SECURED t0 STUD yo 2X EXTERIOR WALL STUDS ° SECOND FIN. FLR W/ (20)10d X 1NAILS 5 5 � PRE-ENGINEERED FLOOR TRUSS SECOND FIN. FLR 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) 5/8' A.T.R Tom'OF PRE-ENGINEERED FLOO i i -ENGINEERED FLOOR MASONRY WALL o Z W ai TRUSS (GIRDER DRAWN) i TRUSS (GIRDER DRAWN) r 1116' O.S.B. SHEATHING ii TOP OF WALL CONC. FILLED LINTEL BLOCK W/ (l) 5 OR 1/2 CDX PLYWOOD °; CONTINUOUS REBAR 7 ° 1/16' 0.5.8. SHEATHING SOLID BLOCKING REQUIRED PRE-ENGINEERED FLOOR TRUSS ° OR 1/2' CDX PLYWOOD UNDERNEATH STUD (GIRDER DRAWN) NTT -4 SECURED TO SCUD ° Wl (20) 10d X 1 �' NAILS USP KST260 (ATTACHED PER SPECIFICATIONS) ELEVATION VIEW BEARING POST/ MANUFACTURER'S C BEARING STUDSSCALE: \000000000 RTS. (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH FARING POST/ BEARING EPDXY (MIN. 7' EMBED) STUDS (PER PLAN) W ° IYI o . FOUNDATION (PER PLAN) d `°°• p �° •` °:' a ° ° ` ` ° ' EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK EXTERIOR STUD WALL 4 OPTION M (HTT-4 METHOD) 3 CORNER TO POST SCALE: KTS OPTION *2 (KST260 METHOD) SCALE: KrS. rA R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) DAO DEL: ESTERO BAY (VERSION#02) PROJECT R2065.02/00001 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA D E: 12/5/18 ALE: 1/4"=10-0" HEFT D 5 NOTE: CURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT � SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (EOR 2x6 WALL USE SIMPSON SP6 or USP 5PT(o) FLOOR LINE EXTERIOR BEARING STUDS -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRUSS [ SIZE AND SPACING PER NOTE 021, CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] —DOUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) Ibd NAILS Q TOP RIPPLE STUDS ib' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALLKING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT SIMPSON MT512 or USP MTW12 REQUIREMENTS' CHART ON FRAMING PLAN FIRE -ENGINEERED ROOF TRUSSES TO LEDGER g 24' O.C. RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN) CURE JACK SCUDS t0 HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTER SECURED TO TRUSS w/ %s' x 5' Al (EACH SIDE OF OPENING) LAG SCREWS e 24' O.C. MAX MBEDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) lbd NAILS a (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENTFOR C DOOR /WINDOW DETAILS AND SPECIFICATIONS) A7 T 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'-0' GENERAL NOTES SHEET GN)] 0 ECURE EACH JACK t KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER N OTE: or USP SPT4 O 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN 1'-4' MIN. FROM 2nd STUDS, SECURED BETWEEN FLOOR LINE ECURE BOTTOM PLATE t0 SLAB w/ TRUSS BAYS w/ (3)12d NAILS XTERIOR BEARING STUDS x 9 ANCHOR BOLT w/ 2 WASHER 0 EACH EN PRE-ENGINEERED ROOF TRUS [ SIZE AND SPACING PER NOTE 021, SET IN SIMPSON HIGH STRENGTH 2x STUDS SPACING PER PL UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6' GENERAL NOTES SHEET GN)] EMBEDMENT MIN. 9 32' O.C. MAX MTS12 6 EVERY STU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS PER PLAN SIMPSON MT512 or USP MTW12 4SCALE: 3/4'=1'-0' Two STORY SCALE: 3/4'=1'-0' TO LEDGER � 24' O.C. -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER ECURE EACH KING STUD t0 TOP PLATE w/ SIMPSON SP& or USP SPTS SECURED t0 TRUSS w/ %8' x 5' SIMPSON SP4 or USP SPT4 TOP 4 BOTTOM LAG SCREWS s 32' O.C. MAX (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) a; MBEDDED STRAP (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) CAST LINTEL -PRE(SIZE AND REINFORCEMENT \--DOUBLE TOP PLATE HEADER OUBLE TOP PLATE PER PLAN) RIPPLE STUDS 0 IV O.C. MAX . . (SIZE PER PLAN KING STUDS SIMPSON or USP MSTA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD a EACH JACK STUD 2 PARALLEL SCALE: 3/4'=r-0' HEADER (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2x8 SYP 02 WOOD STUDS � 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN Y' OF CURE JACK STUDS t0 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) OPENING 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS TO BLOCK JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS a TOP OF C (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS (2) KING SCUDS EACH ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING "� FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY TO BE SECURED OF 2ND FLOOR) ) EXTERIOR BEARING SCUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 1/I6' O.S.B. SHEATHING OR 1/2' CDX [SIZE AND SPACING PER NOTE x'21, WITHIN 6' FROM EACH END 4 NO MORE 2X EXTERIOR SCUDS PLYWOOD OVER PRE-ENGINEERED � UNDER CATEGORY TIMBER ON THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] NOTE: ROOF JACK STUD ASSEMBLY TO BE o CONDITIONS MAY 0 SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END 4 Q° Q NO MORE THAN 12' O.C. STAGGERED SECOND FIN, ELF. INDOW SILL w/ CRIPPLE STUDS a 16' O.C. -SECURE EACH JACK t KING STUD o TO BOTTOM PLATE w/ SIMPSON SP4 ' DIAMETER ANCHOR BOLT a 12' O.C. MAX w/ 1' EMBEDMENT w/ 2' DIAMETER o or USP SPT4 0 o WASHER TOP OF WALL HEATHING t0 LAP TO TOP OF OSIMPSON or USP MSTAM24 a EACH JACK MASONRY WALL. SECURED w/ (3))/4' x I %' TAPCONS TO SHEATHING MUST NOT BREAK 1'-4' MIN. CMU w/ MIN. 2' COVER 4 2' APART PRE-ENGINEERED CONT. 2x6 w/ (6)16d NAILS FROM 2ND FLOOR LINE . . 2x8 BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS (BOTTOM 2X615 FOR WALL BEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 5 7 PARALLEL SCALE: 3/4'=I'-0' TWO STORY SCALE: 3/4'4-0' TWO STORY SCALE: 3/4'=P -O' A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 r � �I'I'll"II �000000000� SVBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT R2065.02/00001 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA 12/5/18 ,LAT :1/4"=1'-0" SHEET D Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Sliding Glass Doors - DOUBLE PANE LOW E Sliding Glass Doors Vinyl FL# Windows 14634 L0432426 I EA 1 12/0 X 8/0 1 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1 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 . 11 .. 1111._ ----., L0367192 I -1111 ..1111 EA 1 -. . - . -11-1_1 11 _,.. .. 11,11 ..1111. 26 TW W/ARCH I 111 1111_ ,_ . 111.. 1111. 1111 ..11 _ 111.. _ 1.1. _ 1 .. _ ..- WDW VINYL SH W/GR & SCRN 1 - _ .. ..1. 1,.1 _ ... ..1. 11 _ _ 11 741/2" X 76" 1 :.. .1 _1.11. .. _ I— 11111_ . 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I TRANSOM VINYL W/GR 1 .11 . 1I— , .:.,I.t, , 111.. ......__...,,_ 11.11.... ,.. 1 61 X 19 .., 1- 1- 1.:11.1... ... .... --1111 .. 1- 1 60 X 18 16203 ... .. 1111 _ __..._.._...._.__,_ L0317305 I EA _.a...,.�_.__ ..._._.., .�.,.-�__....._,__ 1111. ,....__...._.._ 25 W/1/2 RD __...w...._.�__,�-._.�.._____._.e�,.,�.__.._...�. I WDW VINYL SH W/GR & SCRN1.1111 1 38",X 86" _e�..-I_ _�,� �__-- _�. ._�. ___� 1111_..__ �...�._ _ . _�__ �__._..._._.__,_,___.. _ ,-__,�...,_ _. _.._„� �.___.,.. _n..�,._.....,............. 11.11 1111.._ .....__._ 1111._ . _,......._ �,_........... . ....�,.. ,.,...... _ „ . . _ 1111 11.11 1111 _, 1111 .. _ .._...... _ _ 1111 , . _ ,. . _ 1111 Doors 16103 ,.1 L0369490 I EA „ 11-11111. 1 26 1 WDW VINYL SH CLEAR NO GR W/SCRN 1 38" X 72" . 16103 1111 .. ........... ... ...... ...........: 1111,.. L0295459 1 EA 1111.... 11.11. ,,...,._ 1111.__ 1111,. 1111.. 1»111 ......_........_.._... 1 26 ARCH TOP ...,_..._..... .. ,,,....:.-111---1-----'-- .. .........,_, 11.11. 1111... 1111 , ...:...,. 1111.,. -..1111... ..__......,.....,...,.__� I WDW VINYL SH W/GR & SCRN 1111:.,.. , .__._,_... _......:.._... 1111...........<-,�.._. .. _. 1 38 X 76" .. __..._...._....,_._ 1111 .....:... ... ,.._,.,..,„ .,,-, .-1111._.. _.._._,.,.., ..,...._._ 1 , . 1111. ..__..... ........_..... ... ... 1111.. ,.. ......,.. 1111._. :... 1111 1111.._. 1111 1111,. ....._.. 1111 :,...... .., __,...._ ...__.. 1111» 11111111.. .-1111., 1111.,. .. �11.._........,..N.,,... 1111._.. 1111. 1.,. .. . 1111.. 1111.". 1111 1111 ".... EA 1 2/8 6/8 1 Door 35 5/8 X 83 _ 1 341/8 x 82 5/16_ . 1111.... ......' .. ....._.....,'... 1111.., .,. 16103 1111 ,...,, 1111.. 1111. .. __,_.... ......... 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L0434442 I EA ..1111._, -'--_-., .,,_,k ......... ,..<......,' ._._..,..._.,...,..._..--. 1 26 TRIP ...,, ,.... ...-..__-1111.-1111 . .............`- .,.-_.._._ < 1__.111_-. .. _.,,... -__,.._._111 ,_._._..._ I WDW VINYL SH CLEAR NO GR W/SCRN 11.11 _1- ,..._....1111..____..__ 1111..-...,_ __11__11. tr rt I 111 X 72 _-_..:....,. , .. ...-_._.__,....._.,__..._.....,..._e...__.,_.,.. I 11,11.,.. .. ...11.1.1.. 111, . _..-,......._ 1.111. ...__..11 11... 1111.... 11:.11... 111 -1111..- 1.111... ., ..... ..,......_1 .,... 1111,,. 11111111.... 11 .1 11...1 .1111..,., .,.-1111. .11.11.. .. .. - I . .. 1111.. _., ... _ 1111 _ . rr tr tr tt Door X 1 1 341 X9 16 EA 2 8 8 0 Doo 35 5 8 99 6 8 8 5 I i I I 1111, .., ... 1111 .»1111 ...»1111., . 1111 1111. 1111 .»._ 1111... . _ 1111,_ 1111._ 1111.. 1111.. _.�........._..._ 11-1-1 _._._ ...__.., 1111.. _. _ , ., _......�,... .. _ _.._._.. .._.�_.,__ . 1111.,_ 1111. 1111 _...._... 1111 _ , _ ___,...,,» 11.11 1111. _..._,_. _ 1111.. _, 1111 _ . _ 1111_.. _ - _. 1-1-11.1 1111. .,,-1-111- ,., 1111. ... 1111 _ .. ... 1111 1111. 1111 ... EA 1.. __.3/0 80 _ __.__..., -11... -1111-, 1111.. 1111_ ,...� _...._.._,. Door......_ .. ............ ...._..,...._ ._ _ _ 1111 -_. 39 -11.5/8" X 991/16".1111 ...... . ....381I'll/8" X 98 5/16",.- 11.11 - A R C H I T E C T S 1441 N. HUNALU HtAUAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE LOT 32 MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0�2/00001 PAGE: WINDOW SCHEDULE ARCHITECT - STATE OF FLORIDA "-- ^nn/1 TE: 12/5/18 GALE: 1/4"=1'-0" HEET D7 �'I'lllll'I 61.400000000�� SUHDIV. & LOT: KENSINGTON RESERVE LOT 32 MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0�2/00001 PAGE: WINDOW SCHEDULE ARCHITECT - STATE OF FLORIDA "-- ^nn/1 TE: 12/5/18 GALE: 1/4"=1'-0" HEET D7 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO 5E WIRE TIED TO LATH -s 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %8' LEG MAY 5E USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO 5E REMOVED AFTER INSTALLATION FASTENERS TO 5E SPACED I' O.C. MAX VERTICALLY LATH SHALL NOT 5E CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL 5E STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE - 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO 5E (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN App1710N TO I 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 —� 8" THICK, 3 COAT CEMENT PLASTER WR5 LAVER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 01' (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER 1, STUCCOWRAP (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 TYPE "M" CONTROL JOINT SCALE: ICA NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS 70 MOLD THE REMAINING HALF OF THE //v FORM FLASH 170 THE SHEATHING, MAKING SURE THE FORM FLASH I IS TIGHT TO THE PIPE AND 70 THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM (LENGTH WISE WITH ADHESIVE FLASH I AND APPLY IT 70 THE TO THE EXTERIOR) 70P HALF OF THE PIPE IN THE ALIGN THE PROTECTO FORM FLASH I STEP 1 STEP 2 SAME MANNER, MAKING SURE WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE FORM FLASH 1 70 THE BOTTOM HALF OF PRESSED DOWN 71CsN7 70 THE THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. PER F5C R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A51T1 C926 -12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING (3)PIPE PENETRATION DETAIL scALE: N.TS. TAPE WR5 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING SECTION LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.Y. FIN 15H (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5E5 SHALL 5E SECURED TO FRAMING MEM5ER5. THEY SHALL 5E TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (121 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). A5 PER ASTM 01063 1.8.1, NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY 5E PATCHED PEEL 4 STICK WOOD 5TU SHEATHI WR5 #1 TAPED T SHEATHING w/ Wl #2 OVER TOP. Wf 02 TO 5E LAPPE_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO 5E 1' 1' MIN. LAP o MET, HORIZONTAL LATH & PAPER DETAIL SIDING wrszd FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) (;_�PAPER LAP SCALE: KTS. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUR SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUR SPECS) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL -ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP NOTE: APPROVED 5UILDING WRAP SHALL 5E LAPPED A MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4 6' 6 HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL t f.� "L" FLASHING 4 SCALE: N.T.S. STUCCO 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LATER #1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WOOD SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER 1, STUCCOWRAP OR APPROVED EQUAL) WR5 LAYER #2 (FORTIF15ER z 5UILDING PAPER OR 761 1 APPROVED EQUAL) METAL LATH X X X X STUCCO SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C 8103.1.1 / ASTM C-641-013, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RE616TIVE BARRIER A R C H I T E C TS 1441 M. KUIYALU KCM%X.%14 6LVU. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-7744078 www.abdesigngroup.com AA #:0003325 r � \000000000 E 8 v; m E 0 r c SLTBDIV. 8e LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT R2065.032/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA A E: 12/5/18 ALE: 1/4"-V-0" $' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1' MIN. STEP FLASKING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE. OVERLAP 31 , EXTEND 1/2' 5ELOUJ SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. NOTE: INSTALL KICKOUT FLASHING AT 50TTOM OF ROOF 4 WALL INTERSECTIONS UJR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) UJRS LAYER 1, STUCCOUJRAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING LAP LAYERS OF 5UILDING WRAP OVER NAILING FLANGE, STOP UJR5 APPROX. 1Y2' A5OVE SHINGLES SELF -ADHERING FLASKING DRYFLEKT KICKOUT DIVERTER FASCIA WRAP KICKOUT DETAIL 5 SCALE: N.tB. " ~� " 7ECE IVE 1 COAT OF 5HER-CRETE ;ONCRETE UJATERPROOFER or ;OAT PRIOR TO ELEC. METER ON APPLY SEALANT AT TOP 4 SIDES OF ELEC. METER 5OX AFTER STUCCO INSTALLATION (PER 3/UJA1) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION ELECTRICAL CONDUIT �PENETRATION ALE. N.T.S. SEALANT ON TOP 4 SIDES ONLY CAVITY TO 5E FILLED WITH RIGID POLYMERIC 15OCYANATE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) FLASH OPENING WITH PROTECTO FORM FLASH 1 5ELF ADHERING FLASHING PER FLASHING METHOD AS DE5CR15ED IN DETAIL 3 OF UJA1 'PIPE PENETRATION DETAIL' APPLY 1 COAT OF 5HER-CRETE FLEX15LE CONCRETE UJATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT UJR5 LAYER 1, 5TUCCOUJRAP (OR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO 5E SET IN CONTINUOUS 5ED OF SEALANT. ONE-PEICE HOODED VENT ATTACKED PER MANUF. SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVA5LE FRAME AND STUCCO ON ALL SIDES, Y' SEALANT a JOINTS ALL AROUND " THICK, 3 COAT CEMENT PLASTER METAL LATH UJR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) DRYER VENT FRAME ) 5UILDING PAPER OVER 'QUICK FLASK' PIPE THROUGH WALL 5UILDING PAPER UNDER 'QUICK FLASH' WOOD SHEATHING— WOOD UJR5 LAYER #1, �ON5TRUCTION 5TUCCOUJRAP (OR WOODAPPROVED EQUAL) SHEATHING UJRS LAYER #2, WOOD FORTIF15ER CONSTRUCTION 5UILDING PAPER (OR 8' CMU_ APPROVED EQUAL) $' THICK, 3 COAT CEMENT WOOD FRAMED PLASTER WALL %8' TO 1/5'MID-WALL WEEP SCREED 6' SELF -ADHERING FLASHING HORIZONTAL WEEP SCREEI (FRAME TO FRAME 2/AI C. 11tQ VENT PENETRATION A sca.E: N.TS. —UJR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) —METAL LATH —1/8' TEXTURED FIN15H 6 WOOD —FASTEN TO WOOD STRUCTURAL MEMBER s I' O.C. MAX 3/a' TO %s' MID -WALL WEEP SCREED —6' WIDE STRIP SELF ADHERING FLASHING, CLEAN MA50NRY 5EFORE APPLYING TEXTURED FINISH 6 MA50NRY HORIZONTAL WEEP SCREE; (FRAME TO BLOCK C/A 1 L— 11 T Q NOTE: PROTECTED FLASH TAPE 5EHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS STEP 1 UJRB LAYER 1, 5TUCCOUJRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUJRAP UJR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR P... STEP 4 APPROVED EQUAL) APPLY E -Z 5EAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP 2 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES �+ DRYER VENT BLOCK V B scaLE: N,7B. PER F5C 8103.7.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A STEP 5 LEGEND DRAINAGE PLANE (UJR5 LAYER 1, 5TUCCOUJRAP OR APPROVED EQUAL UJR5 LAYER #2 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO d a d d WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER F5C 8103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH 1 INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE 50X. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN 15H (SEE TYPICAL WALL SECTION) METAL LATH gTFP `1 EXTERIOR �REC�E�T��Al�� 9)Lffi��TRI�CAI A R C H IT E C T S DesoinGrou��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.032/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA J 77' E: 12/5/18 AT 1/4" SHEET \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.032/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA J 77' E: 12/5/18 AT 1/4" SHEET WOOD SHEATHING WOOD CONSTRUCTION %4' HAT CHANNEL W/ %a' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 1, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) AMICO AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR — SEAL GAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LATER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 6' SELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER AMIGO AM(o6-WFWC-I80 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL 0 CANT. FIN15H LAYER (2 LAYER PEEL 4 STICK) (o' PEEL 4 STICK 6 DRIP EDGE TO DECK 1 Y2'X1 %4' 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 (o' PEEL 4 STICK a DRIP EDGE TO DECK SUB FLOOR - FULL SHEETS OF PEEL 4 STICK 1 IV2'X1 Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' GAP FOR BACKER ROE) 4 SEALANT 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD ===COMPONENTS PULLED —\ , APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a81 a� WOOD SHEATHING SELF-ADHESIVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/8' TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED FIN15H s' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE 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, J/2' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC 8703.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 50. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 8" 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) 11 LffP EDGE INSTALLATION A Krs. Y4' GAP FOR BACKEi� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK 5UB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Y'X1 Y2' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS 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 RESISTIVE BARRIER 02 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) „.BALCONY DRIP EDGE INSTALLATION 11 D WALE: N.ta "I E $$$COMPONENTS PULLED APART FOR CLARITY $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1" O.C. MAX. WRB LAVER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) *_L14�ER BEAD 11 FRAME CORNER BEAD (FASTENER 4 SPACING ,@ IN O.C.) CMU %8' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 1213W.4m: KTA COLUMN SHEATHING WEATHER RE616TIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 IV2' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, /v2' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING K/' SELF ADHERING 4 FLASHING 1 y2'x3" 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y2' X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, MIN. s::A SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES 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 RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP C� COLUMN W GE INSTALLATION L FLASHING 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 � �"II'I"II \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT R2065.0a2/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT -- STATE OF FLORIDA CANTWELL 1012079 GALE: 1/4"=1'-0" SHEET WOOD SHEATHING WR5 LAVER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) METAL LATH $" TRICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WR5 LAYER 1, 5' (OR APPRO) WR5 LAYER #2, FORTIF15E PAPER (OR APPRO� r ' TH CEMEI` (o' SELL: WINGvw rL_,tArium CASING BEAD @ WINDOW NO BAND*JfRA�ME,KTP. WOOD CONSTRUCTION 5EYON1 WOOD 5HEATHIN WEATHER RE515TIVE 5ARRIER I WEATHER RESISTIVE 5ARRIER I %6' X 1 Y4' LAP DID ING W/V REVEA V SELF -ADHERING FLA5HIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENING GALV'D METAL 'Z' FLASHING STUCCO CA51NG 5EA SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RE515TIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 X I Y4' LAP SIDING W/6 REVEAL 6' 5ELF-ADHERING FLASHING STARTER STRIP PER MANUFACTURER' INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z' FLASHING E -Z DEAD VINYL, (OR APPROVED EQUAL) CA51NG (W/%8' FLEXIBLE PVC SACKER ROD) 6' 5ELF-ADHERING FLASHING %8' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE 5ARRIER #1 WEATHER RESISTIVE BARRIER 02 �TUCCOWRAP EQUAL) dG =ORTIFI5ER R (OR JAL) T .R WOOD SHEATHING WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) U1R5 LAYER #2, FORTIF15ER DUILDING PAPER (OR APPROVED EQUAL; METAL LATH " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD VSELF-ADHERING FLASHING DRIP CAP WOOD SHEATHING WR5 LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 'LODES 8" THICK, 3 COAT N RITY) 1 TY) CEMENT PLASTER U11Np0U1 FLANGE �— UIRB LAYER "I, 5TUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER (o"5ELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND 1313sCA.E: KT.S. (o" 5ELF-ADHERING FLASHING WEATHER RESISTIVE 5ARRIER #1 WEATHER RE515TIVE 5ARRIER #2 STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 6' SELF -ADHERING FLASHING GALV'D METAL 'Z' FLA5HING DO NOT CAULK OR DEAL OPENING GALV'D METAL 'Z' FLASHING STUCCO CA51NG BEAD WOOD CONSTRUCTION 5EYOND 6' 5ELF-ADHERING FLASHING WEATHER RE515TIVE 5ARRIER #1 TO LAP 6' MIN. A50VE TOP OF 'Z' FLASHING WEATHER RESISTIVE 5ARRIER #1 WEATHER RESISTIVE 5ARRIER #2 GALV'D METAL "Z' FLASHING DO NOT CAULK OR DEAL OPENING WEATHER RESISTIVE 5ARRIER #1 TO LAP V MIN. A50VE TOP OF 'Z' FLASHING (o' 5ELF-ADHERING FLASHING WEATHER RE615TIVE 5ARRIER #1 E -Z DEAD VINYL (OR APPROVED EQUAL) CA51NG (W/%8' FLEXIBLE PVC SACKER ROD) WEATHER RESISTIVE 5ARRIER #2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WR5 LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER #2 (FORTIF15ER 5UILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO I ° as WOOD SHEATHING 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C R103.1.1 / ASTM C-847-09, MIN. 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT — WINDOW FRAME — WINDOW FLANGE 2X FRAMING MEMDER DUILDING WRAP GAP TYP ASING BEAD TO WINDOW 1X TRIM MEM5ER 6 STUCCO TO SIDING TRANSITION—\ SIDING —, Yi GAP TYP CASING BEAD TO TRIM !"THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `WR5 LAYER #1, STUCCOWRAP WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CA51NG DEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAIwoD WOOD SHEATHING METAL LATH WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #21 FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING DEAD VINYL (OR APPROVED EQUAL) CASING DEAD CASING BEAD @ RAISED BAND FRAME 15 scale: Nxs. METAL LATH SEALANT U1R5 LAYER "2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) V WIDE PEEL 4 STICK OVER FLANGE E -Z DEAD VINYL (OR APPROVED EQUAL) CASING 2X FRAMING (W/%8' FLEXIBLE PVC SACKER ROD MENDER INCLUDED) *APPLY FULL 5ED OF SEALANT 5ETWEEN — FLANGE 4 5UILDING WRAP EZ BEAD WINDOW CASING 17 SCALE. N.T,s. WOOD SHEATHING WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER #2, FORTIF15ER DUILDING PAPER (OR APPROVED EQUAL) E -Z DEAD VINYL (OR APPROVED EQUAL) CASING (W/%8' FLEXIBLE PVC SACKER ROD INCLUDED) rtWR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEM5ER / (o' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000/ E 8 vs m E 0 r c ca SUBDIV 8e LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT R2065.0P/00001 PAGE: WALL ASSEMBLY DETAILS L M=004 [ARCHITECT' STATE OF FLORIDA E: 12/5/18 SHEETT CUT HOU5EWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -I Ib SECURE HOUSEWRAf "' It UNDER) at STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 18 : KTa. (FRAME) APPLY Osl H2U (OR EQUAL) SEALANT s WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC -865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASI FOLD HOUSE IN AT JAM55 SLOPE SILL R EXTE INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL 5ELF-ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL ,� 1 rl r 1) NOTE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (o' SELF -ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND 5ELF-ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 3 APPLY 3/a' NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING 8' VERT. END DAMS REQ'D, AT EACH END OF SILL %A■vl�j 'MIN. TEXTURED :EMENT I T 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 I' MANUFACTURERS WRIl IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT MIN. TEXTURED EMENT I T I OU5 COATING VER BLOCK 01L'r U (o' WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT :TO -WRAP BT-20XL %PPROVED EQUAL) !'MIN. TEXTURED ".-OEMENT I T I OU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS 8") (MIN. THICKNESS �") (MIN. THICI�IESS �") SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA NIMUM STUCCO THICKNESS STEP 5 !'MIN. TEXTURED �EMENTITIOU5 COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS P) SIDING LOOK S. FLORIDA A R C H I T E C TS 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 32) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0 2/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA 12/5/18 AT: 1/4" =1' — 0" WA5 \DOOOOODOOJ SUHDIV. & LOT: KENSINGTON RESERVE (LOT 32) MODEL: ESTERO BAY (VERSION#02) PROJECT #: R2065.0 2/00001 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA 12/5/18 AT: 1/4" =1' — 0" WA5