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3721 Hanworth Lp (a)Bi%Y T r�=� 114� 0 m ULIN 1L." rm V E ff RU'S I u" " U# G 2u - - RECORD COPY UKE REVIEWFD FOR CODE COMPLIANCE —PLANS EXAMINER DATE SANFORD BUI .DIN_ _Q Q1V!fS10CN A PERM17 ISSUE.. , gI_L BE X)NS-rFjUED TO BEA LICENSE TO PROCF'.L1 w! � H TN _ vVORK AND NOT AS AUTHORITY TO V10 -ATE, CANCEL ALTER OR SET ASIDE ANY OF THE PFFIOVIS10NS ()F THE TECHNICAL CODES, NOR SHALL ISSUANCE OF .A PERMFF PREVENT ® THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COINV CTION TEST R-EQUIRED kesu!t. to he Verified at Slab Inspection SANFORD # 3 32 ryanhu, i uu%_')0mL;u1 I I ® STATE OF FLORIDA DESIGN CRITERIA.- ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION FLORIDA BUILDING CODE RESIDENTIAL AIC AIR CONDITIONING LUM. LUMINOUS RYAN HOMES — ORLANDO ADJ. ADJUSTABLE M.C. MEDICINE CABINET (FBCR), 6TH EDITION\201 �) ALT. ALTERNATE MFR. MANUFACTURER CS COVER SHEET 4 307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED CL CENTERLINE MTL. METAL 1 FRONT & REAR ELEVATIONS RYAN HOMES - TAMPA CAB. CABINET N.T.S. LE 2 LEFT & RIGHT ELEVATIONS • OCCUPANCY — RESIDENTIAL,, GROUP R3 ON CENTER CLC. CEILING O.C. ON CENTER 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 3 FIRST FLOOR PLAN CONC. CONCRETE P.B. PUSHBUTTON 4 SECOND FLOOR PLAN TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C COND. CONDENSER PH. PHONE 4.1 STAIR SECTION • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5 FOUNDATION PLAN VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD D. DRYER PR. PAIR 5A FOUNDATI;ON DETAILS ® STATE OF FLORIDA • RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5B DOWEL PLAN • EXPOSURE CATEGORY - EXPOSURE C D.G. DUAL GLAZED R. RISER PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS 5C LINTEL SCHEDULE (LOTTS) • 1—STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5D LINTEL SCHEDULE (CAST CRETE) ® 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL ROLAND A. ABOUCHACRA DP. DEEP REF. REFRIGERATOR 5E LINTEL SCHEDULE (QUALITY PRECAST) AR NO. 93723 LOCAL AND STATE CODES DR. DOOR RM. ROOM 6 FIRST FLOOR FRAMING PLAN D.S. DOWNSPOUT R.O. ROUGH OPENING 6.1 SECOND ROOF FLOOR FRAMING PLAN DETECTOR 7 ENTRY SECTION A.B. DESIGN GROUP, INC. � WIND SPEED & EXPOSURE CATEGORY DTL. DETAIL S.D. SMOKE D.W. DISHWASHER S.H. SINGLE HUNG 1441, NORTH RONALD REAGAN BLVD. EA. EACH SLIT. SHEET 8 FIRST FLOOR ELECTRICAL PLAN Y COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 8A SECOND FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER Fax: (407) '774-4078 Tet: (407) 774-6078 EXT. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS AYERSVVORT'H GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS D2 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD D3 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D5 SECTIONS/DETAILS CHAMPION'S RESERVE 140-B FTG R. FRENCH o TI GDooR T.O.S. Togo SLABS D6 SECTIONS/DETAILS CREEK SIDE 140 -BGA. GAUGE TYP. TYPICAL D7 WINDOW SCHEDULE GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DRAWING CONTRACT DOCUMENT CYPRESS PRESERVE 139-c G.F.I. INTERRUPTER CIRCUIT OTHERWISE INTERRUPTER V.P. VAPOR PROOF WA1 WALL ASSEMBLY DETAILS �� BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WA2 WALL ASSEMBLY DETAILS REVIEW GYP. BD. GYPSUM BOARD Wi WITH WA3 WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD WA4 WALL ASSEMBLY DETAILS LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW HDR. HEADER WiH WATER HEATER WA5 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORHT HEIGHT W.I. WROUGHT IRON INTERPRETATION OF THE CONTRACT, DOCUMENTS. N1ININSULATION cCOR_NIICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-8ORCHID ESTATES 140-8 � � �T ® CAC ®� DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B 15T. FR». LIVING 1340 60. FT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHF'ORK LAKES 150—B 2ND. FI R. LIVING 1126 50. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 30(o(o 50. FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED 2 -CAR 425 SCS. FT. BFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY II(0 50, FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT EXTENDED LANAI 310 50. FT, RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE TOTAL 3911 50. FT, HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H IT E C TS .L't-t.L IV. Milli 1Lu r%mmu ill SLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 po©"Num , s SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: COVER SHEET 10 ARCHITECT: STATE OF FLORIDA CRA AR NO 93723 DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET Ics OF u now C4 T0000 M i I I f I S I t 1. 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. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) A.1. SLEEPING ROOMS 30 A.2. ATTICS W/ STORAGE 20 A.3. ATTICS W/OUT STORAGE 10 AA. POOLROOMS 75 A.5. BALCONIES 40 A.6. DECKS 40 A.7. STAIRS 40 A.8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS (PSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS ** C.I. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD PSF) D.I. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.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. 3. 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 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). 5. 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. 6. 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. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. 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). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. 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). 13. 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). 14. 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). 15. 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). 16. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 17. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Yz -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 YrINCH GYPSUM BOARD OR EQUIVALENT. n19F'rr %A►/YnlJl 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL, BOTTOMS OF FOOTINGS SHALL BE V- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Yz THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE Y41. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/d'. 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). !A A 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kg/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 Y4 D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y2' 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. rsawnr_n 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 42 (MIN.) MACHINE GRADE LUMBER, UNO. A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, 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 112" 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 15132" 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 3/4' 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. 15 a MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2 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. 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. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY 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 (92.9M2). MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. I @ 16" O.C. I @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. nl I lawnikl^ 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'A" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM A" PVC (SCHEDULE 40), INSULATED WITH'/V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH %" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 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. 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 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 m©©mommus SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: GENERAL NOTES hl ARCHITECT: STATE OF FLORIDA DATE: 8/3/16 SCALE: 1/4"=1'-0" SHEET GNOF C) V. I S I I I I cl, PRECAST LINTFEL (CENTERED ON 12" BLOCK) 12" 5OUARE GROUTED GMU FURR=OUT COLUMN FOR TAPER m (0" GROUTED -ICU F3A3E @ r- 21'-11" BLDG. HT—L 4" TRIM I SECOND FLR. BRGx. UJ/ (o" HEEL NT. SECOND FLR. HDR.; E 4" TRIM E SECOND FIN. FLR. FIRST FLR. E31RG FIRST FLR. HDR. HEIGHT U.N.O. TEXTURE CEMENTIOUS COATING PER (ASTM C (TYP.) FIRST FIN. FLR, SECOND FLR. E3RG. W/ 12" HEEL HT., SECOND FLR. SECOND FIN. FIR. FIRST FIR. BRCS. , FIRST FLR. HDR. ; HE I(-�iHT, U.N.O. FIRST FIN. FLR. HART BOA SID 4 TRIM BOA (T1 FRONT ELEVATION - (ELEVATION M) REAR ELEVATION (ELEVATION M) O" ENTRY & GARAGE ATTIC VENT CALLS 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 SQIN./LF REQUIRED LF OF SOFFIT VENTILATION 18 LF PROVIDED LF OF SOFFIT VENTILATION 41 LF 2ND FLOOR ATTIC VENT CALLS AREA OF ATTIC 1726 SQ.FT, NET FREE VENTILATION AREA REQUIRED (1/300) 5.75 SQ.FT. REQUIRED VENTILATION AREA (5.75 x 144) 828.5 SQ - IN -MIN, REQUIRED VENTILATION IN UPPER IN -PORTION OF ATTIC (0.5 x 828.5) 414.2 SQ - OFF RIDGE VENTILATION AREA 115 SQ.IN./NT 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 SQIN. REQUIRED LF OF SOFFIT VENTILATION 361 LF PROVIDED LF OF SOFFIT VENTILATION 65 LF LANAI ATTIC VENT CALLS AREA OF ATTIC 400 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 2.67 SQ. FT. REQUIRED VENTILATION AREA (2.67 x 144) 384.0 -SQ-IN- QIN.SOFFIT SOFFITVENT VENTILATION PER LF 11.74 SQ.IN./LF UIRED LF OF SO REQFFIT VENTILATION 33 LF TEXTURE CEMENTIOUS COATINGS PER (ASTM C92&) (TYP.) TEXTURE CEMENTIOUS COATING- PER (ASTM C921 (TYP.) A R C H I T E C T KIM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www. abdesigngroup.com AA #: 0003325 /1 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) PAGE: FRONT & REAR ELEVATIONS ARCHITECT: STATE OF FLOP t) ROLAIVD AROUCHACRA ,4 IVO 93723 F 8/3/1g: 1/4"=1'-0" OF I i i i i i i i I m <r- b - m 11-211 SECOND FLR. 5RG. L1/ 12" HEEL HT.., SECOND FLR HDR., SECOND FIN. FLR FIR5T FLR. 5RG, FIRST FLR. HDR _ HEIGHT, U.N.O. I _ FIRST FIN. FLR j` LEF EELEVAmI011 (ELEVATION M) 5ECOND FLR 5RG. W/ 12" HEEL HT. 5ECOND FLR HDR. .1 r O, SECOND FIN. FLR OL FIRST FLR. 5RG, FIRST FLR HDR. HEIGHT, U.N.O. 1 OL FIRST FIN. FLR. �I RIGHT hl"LhrGATION -211 rA 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 0 h cl c A o Q � 0 h a q e n Lo co t` N rn FEZ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.026/00001 PAGE: LEFT & RIGHT ELEVATIONS SCALE: SlIEET 2 Off' U T s S I t f SQ.FT. CALC.'S 15T. FLR. LIVING 1340 5Q. FT. 2ND, FLR. LIVING 1126 5Q. FT. TOTAL LIVING 3066 50. FT. 2 -CAR 425 50. FT. ENTRY 116 50. FT. EXTENDED LANAI 310 50. FT, TOTAL 3131150. FT. EXTERIOR MASONRY WALL 5RG. HEIGHTS ��TTTTlT� LOAD 5RG. WALL FIRST FLR. WINDOW CALLS: COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL f SQUARE FOOTAGE WIN./DR DESIGNATION ZONE 150 MPH WIND 1 112 1(o'-O'x1'-0' S 24.8/ -30.2 2 31 3080 DR W/ 12' S.L. 4 26.9/ -21 .A 3 38 (2)2& -SH 5 303/ -38.6 4 30 (2) 26-8H 4 21.0/ -29.5 5 24 35 -SH 5 21.9/ -36.3 6 34 (2) 25 -SH 5 213/-352 1 4g (0®80 S 3.D. 5 26.4/ -33.3 5 34 (2) 25-5H 5 213/-35.2 l2) 25 -SH 5 9 34 EGRESS 213/ -35.2 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH 5. INTERNAL PRESSURE COEFFICENT=+ .15 C. RISK CATEGORY=TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWA5LE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. I NOTE: PRIOR To DRYWALL INSTALLATION ALL FRAMING MEM5ERS 2'-0' FROM THE FINISH FLOOR WILL 5E SPRAYED AND TREATED UJ/ '50RATE' A TERMITE TREATED SPRAY 3 1/2" 1'-4" N MAX. ' DBL. TOP PLATE N 2x4 WOOD cv FRAMED 1(o' O.C. 1DCABINET SECTION OPT. ISLAND (KFF) �t On ® ARCH DETAIL (�) ARCH DETAIL ` iow..4% ARCH DETAIL ANTI /T II 111 p liq ral w m__ ELEVATION M A R C H I T E c T s 'q) PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 13'-011 2-1'-0I \j 5" 7 v 6X6 P.t. POSt TO 8'-4' A.FF X BEAM TO . Box BEAM TO I I (3-TYP) I I F I I MATCH COLUMN EXTENDED LANAI MATCH COLUMN I I WIDTH 21'-011x10'-0" WIDT @ = 30'-0" 9'-4" CLG. lo' -o" _ I I I r @ 4'-0" 14'-411 11'-v" QI_41I J QII CVm, o I I II II I ( I I I I (2) 25-514 I X050 S.G.D. _ A U 5o DINETTE R/T 1 c Q A I m N CLG. I- I _o11 6'-1111 I _f" I 1Q1 1 /1' -oil p1 011 I Cl I J SC/ ' RW\ U w I @ ( m (2) 25 -SH 9 O co I _ - �t - t 1 FAMILY RM. er EGRESS a O CASINET CRouJN II I L I l io' - O "x20' -O" �I 0 -r-r-r MOULDING at u1� (� 1 r ' I 31-411 CLG. ® O II z _� I 42" HIGH RAILING 1ST. FLR. BDRM. 9'-5'x10'-4' I Ir --j I I ISSG/SSP) N w 2'-11" II 2'-1" 8'-2" L I 4'-0" 5'-O" 2'-2" 5'-2" 3'-211 3'-6" 3'-10" - N KITCHEN I _ =_ -0 = ' cv N F--=� I I <t ( 4x4 POST cion 1 p 4-8H N REF. - - - - - C L BUJ. @ - _ _ C L5UJ. POST - _ R/TCA5r /4x4 � T C IR/7 - CROWN I MOULDING I I @ R-1�t -1ST. T�Ixx'� FLR. BATH 1R -ISN �� g'- ' CLG. N O '�4� 411 31_/ .I -8" 3'-21' U r 4 I I j I HALLWAY ® DINING I Izo COND. LIVING ROOM - = 2x6 MBL LAS -' 11'-5'X20'-0' CLG. - @ 50LLARD N - _ @ tGOND.1 all 6 12'-611 - 10 20'-011 / i I I ® D5L m I I W r u w STUD x _ 10 ' w� C j j 2 -CAR GARAGE �,-19'-4"x20'-4' - - (2) 26 -SH - 9'-4" CLG. O12' 3 .L. 2 SO Kl CCII I SSCC// Cl � � _ I ENTRY INTERLACE 5LOCK 1g'-4"x(o'-0' w/ ADJACENT WALL _ _ _ _ _ _ _ _ _ _ _ _ __® ®-®----- -' ---- V-4' eLG.-®--®AND FILL SOLID - LINE OF 2ND. FLR A5V. --- *T��D ox, IOU @ . 16 x16 CMU COLUMN 1441 BASE w/ 12' CMU A50VE 1(o'-O'x-1'-O' O.H. 1 (TYR2) -_-®--------- 11-4" 61 a®---- # � Tx 5'-6" 2'-4" 16'-0" 21_411 ll 201-g11 201-a 401-011 111 p liq ral w m__ ELEVATION M A R C H I T E c T s 'q) PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 L.. MOM" SUIBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PRO.TECT#: R2065.026/00001 PAGE: FIRST FLOOR PLAN MEMO a.stea.arte. -/ -/ -- SCAT, : -SCALE:1/4„=1'-0„ SHEEN' 3 Or 0 i S S f 9 I 3 v F o A U Q A U w m co a O L.. MOM" SUIBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PRO.TECT#: R2065.026/00001 PAGE: FIRST FLOOR PLAN MEMO a.stea.arte. -/ -/ -- SCAT, : -SCALE:1/4„=1'-0„ SHEEN' 3 Or 0 i S S f 9 I 3 SECOND FLR WINDOW CALCS: COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SOUARE FOOTAGE WINJDR DESKMTION ZONE 150 MPH WW 1 30 (2) 3050-5H EGRESS 5 21.3/ -29.8 2 15 3050-5H 4 2810/ -31.1 EGRESS 3 12 3040-6H 5 29.1/ -3110 (TEMP.) 4 15 3050-6H 4 2810/ -31.1 EGRESS 5 15 3050-5H 4 2810/ -31.1 EGRESS ro 15 3050 -SH 4 2810/ -31.1 -► 15 3050-5H 5 2810/ -31.8 8 15 3050-5H 5 2810/ -31.8 9 15 3050 -SH 4 2810/ -31.1 10 15 3050-5H 5 2810/ -31.8 EGRE55 11 r,0 2030 -SH 4 29.1/ -3110 WIND DESIGN CRITERIA A, 5A5IC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH 5. INTERNAL PRESSURE COEFFICENT=+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWA5LE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. _ _ _ — _ _ LINE OF 1ST. FLR. BELOW I 401-011 4'-211 5'-8" 34"x80' FIBER 5HU5 304 -5H 3 i O O CTE P.) O I c� 3050-614 3050-6H N — m O.BATH EGRESS EGRESSEDO N _ `" W.I.C. 4-5H 6 OWNERS SUITE I ' 240 191-8x15-211 8'-0" CLG. ' ' 11 27 G' LG". I 4x4 1=05 T 31_811,4/ 1_/1 L_—___ 11 " 1= 4x4 42 x80 iR-15H LAV. LA 1 - ``} POST TUB ,--� W.I.C. ( 2 ) N 8'-0' CLCD. ( L d BDRM. #2 0 0 9 0 L_____� 13'-0'x12'-0" �,� �.R uff) iR-ISN V-0' CLG. -IN- 13'-0'x12'-0" V. V. TU5 — � r � I �BATH#1 �,U I �I LAUN. c0 I 8'-0' CLG.— _ (_' al _/7111 �,C 1-[i C)NTR. I SL/ V R/A IN I CLG. I Q 4-0 m i i3F, r –' � �� C 4.1 cn t lu- I o I 21-311 (� -- 1-110 ( I II 5 I (� I II I II I _ 11 iR-151-E q w — 5 _Q 3,-a" 1 -9 11 -9 9 2 iR-15H - - --- NIN I� rl.��orx�2"1 � O �4 42" HIGH � WALL lU/ I^ I Q I ATTIC - - WOOD CAP (5SH) m 4- — HACCE5S � �� ®1R -15H �p m m 4-0 5F. IFR- 15H 4-0 N CV BF. N N 2-01101-411SC/ 3'-011 5' -SU" 141_411 ' 11 4X4 4X4 POST @ POST BDRM. 3 BDRM. 4 13'-0"x12'-0' 12'-0'x11'-2" Ln LOFT 81-0" GLG. 81-0" CLG. 13'-8"x24'-8" _ N (2) 3050-5H 511 S'-0' CLG. -' EGRESS 2030-514 lilq DBL � O it 5TUD 1 @ 8 O ; 3050-SH9 O EGRESS 10 3050-5HO 3050-614 m 8'-8" 9'-4" 3'-4" 4'-8" 5'-10" 5'-10" 41-(o" 20'-811 40'-011 --------------------------- LINE --—LINE OE 1ST. FLR 5ELOW A R C H I T E C T S PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 o©©wwww m !00 SUBDI'V. 8e LOT: KENSINGTON RESERVE (LOT 26) PAGE: SECOND FLOOR PLAN A ! M' DATE: S C ALE: 1/4)) =1' — 0" SECONID FLOOR ]PLATNT sMEET 4 OF 0 S S S S I f I 1 S la Q3z a nKIr, CI In STAIR SECTION: 9'-4" BRG. HT. SCALE: 3/4ii®1i-0u A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:4O7-774-4078 www.abdesigngroup.com AA #: 0003325 olommommol DATE: 8/3/18 SCALE: 1/4))=T-0)) SHEET 401 ®r U I S S I s SECURE STRAP TO CONC. UJ/ (2) 3/1G "x2" TAPCONS 3 1/2" TI CONC. SLAB SIMPSON UJB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W1 (2) #8x1 1/4 SHEET METAL SCREWS A/c CONNECTION "I'0 P:1D DETAIL I 2 5A 24"x24"x12" GONG. PAD UJ/ (3) #5'5 E.I.U. ON CHAIRS MIN. 3" COVER (3-TYP.) 24"x24"x12" CONC. PAD UJ/ (3) 11-5'& E.UJ, ON CHAIRS MIN. 3" COVER (3-TYP.) a 2-1'-0" 8 g (L 30'_011 5A 5A 10'-0" O - �e -2 _ ® Uutz x� 3' 0" 8 5A -3 1/2" HB--,_ 2 11 2C ■ 5A 5A 5A rik 0'-0" ELEV. FIN. CONC. SLAB 10'-0" 20'-0" L 2 1G 5A = rr-=�-1 ® 5A ■ ■ �rL�r�- — �� 1" PVC CHASE gA �� _j II FOR ELEC. S C� — I ISLAND FIN OCONG SLAB II 13'-0' II -1'-0" 2'-4 ® IICE MAKER II ROUGH -IN III OFT.II I REF- I m c93A 24"x24"x12" CONC. PAD 5A UJ/ (3) #5'S E.W. ON \ CHAIRS MIN. 3" COVER 3 1/2" GONG., REINFORCED UJ/ (o"x&"-WI.4 x UJ1.4 OR ® FIBERMESH ON &-MIL POLY ETHYLENE VAPOR BARRIER l ON WELL -COMPACTED CLEAN FILL 20'-0" 0'-0" ELEV. FIN. CONC, SLAB 2C 5A " 3 1/2 8 031/2 TNK. 5A GONG. SLAB 8 ga 8 r 5 Xm } IT C3 1/2" TNK. O CONC. 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PVC SLEEVE FOR GAS LINE -- .A'i 8' CMU ° I/2' GYP. WL. SD. - -- - ' -- - 15 -CONT. z > WOOD BASE -1' MIN. LAP 0 a I/2' DRYWALL „ q w 3 1/2' CON(., REINF. W/ 6'x6' -- - J z Q WL4xWIA WWF OR FIBERMESH ON - SHOWER RECESS FOOTER — W - 6 -MIL POLY ETHYLENE VAPOR W CLEANOUT REQUIRED R U CLEANOUT REQUIRED 1 O - WOOD BASE REBAR LAP AT FOOTING U BARRIER ON WELL -COMPACTED _ _ q ! FOR INSPECTION `t =- ` �- - FOR INSPECTION SCALE: 1'=I'-0' J _- -�_ B O = GLEAN TERMITE TREATED FILL SCALE: 1/2'=1' -ID' z I' RECESS FOR _ N N S.G.P. TRACK 6' PVC CHASE THR.I FOOTING ID' -ID' FIN. FLR. ID' -ID' FIN. FLR. o - a FINISH FLOOR •�-- ° � TIE VERTICAL REBAR �' TIE VERTICAL REBAR I� • TO HORIZATIONAL w 11105 I) 5 VERT. DOWEL RE A RIZATIONAL [Y LAPPED W/ BOND BEAM z w ` � u � REBAR W/ IID' HOOK REBAR W/ IID' HOOK > � — ° (1) 5 REBAR AT CORNERS > I -STORY c W/ 25' LAP MIN. "� 4 8 4 2 -STORY (2) 05 REBAR ON CHAIRS ° a I -4 C3J "5 REBAR ON CHAIRS > > i m0 �O a UI �HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT ' TYP. REBAR LAP �j REINFORCING BEARING CHANGE 1 1 SLAB AT S.G.D. GAS LINE THRU BLOCK W BLOCK WALL 9-1 SCALE: I/2'=1' -ID' SCALE: i/2'°I'-f0' 11 SCALE:)'=I'•®' SCALE: 1'=1'_ID AT LINTEL CORNERS SCALE: SCALE: A R C H IT E C T 5 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 mummumus SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: F0 UNDAT10 N DETAILS ARCHITECT: STATE OF FLORID DAABOUCHACRA NO 93723 DATE: 8/3/18 SCALE: 1/ay)=1'-0" SHEnET 5 /�\ OF U t t t t i t T S t t t R C H I T E C T 4GDesi n r U Inc. 41 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 d®m©umom SCALE: 1/4"=1'-0" SHEET 5B OF S t t I t t t t t t EXTERIOR MASONRY WALL 5F,G. HEIGHTS 11111111111111 9'-4" . {��Cx �T�ZA LOAD BRC-. WALL ---[----- 9'-4" CLG. -- - PAN. L F-------------- I {l{I 1 L___ - ---. - - - - 1 1�I ----- __ ------------ - ' -- - - - - -. -_. y, --.. - - -- -- -- - - -- I 1�1 I I � � � :� EXTENDED LANAI II JI - 4 CL 1::.3F. I 'I'I. ,III ;I G O8o S.G.D. — — — — -- — vow _. __ - -- _ _ T -- -T T TAT T I TT I--1 ��-t� L-� IFS Z I 1 I � I L-- I I (Di ! N 9 (31 1 i N 111 � � i I � ,� ; I i I I 2 (2� 5-5H _ L 8 I 1 4 -._. 1 iF®'I F-GRESS I FAMILY RM. ®� �� I 9' -4" CLCD. 'Hi _.— _i_ - ___FE I / I,, IST. FLR. BDRM. 9'-4" CLG. /I 111 ?'II _ - _ __-1 -�I� I i IT- �I I 1 I X;, I I I I I I : I !I I `� 1 I I I 1 I IIII I : I I I I 1 I I� I 1 I '^ ' A ` ____ V/ - � _ L - 4 --- -- - -ir — - N l _. - : N U --\ i I I = / HALLWAY - i - � r� 1 � � I — 9'-4" CLCD. — �, I 6� r-= DINING �] I -- - -- -- coND. 1 - I -- - /LIVING ROOM -z --- - --- -- - -- _. , it /, 11 ___ _.__. _ ___- _ r 9'-4" CLG. - - - - --- '✓': 1 - I / 1,` - ___ -- 'I r CON D. —' -_- :/ I FOYER - 9 -4 CLC-.�ji- I I (TILE) IA / l a ° F�I L -2 2 -CAR GARAGE -I -11 %3 9'-4" GLG. I (2) 26 -SH / - I- � � q1-411 GI �q ® - - - � � SIT- -- T � �1 IP 1111 �_.._-- - ®- ---- -__ --- � - I L-25 !�-2A � 1G' -011x1' -O" O.H. � POUR 50LID lU/ __ ELLE__-___._. __ ___._ _.-_ (2 � # iR)=BAR Im P ��1 �- -- -- - - - - _-- -®� (3-TYR) L -i AN LINFEL PT r0- F�, C -=NERAL NOTES: CCDE5 I.I. FLORIDA 1-5 L_DINCs CODE RE0IDEN L, 671-4 ED TION 20-1) SECTIONS R'022 2 8606 !2. P ORI -4 E'l. _ DINC_ CODE REa4DEN `! 6TF4 c - IT ON) O ). SECTIONS 19012 S 2101. B _D:'N3 ,- DE RE 'U:REI"IENT5 FOR RcINPORCED CONCR TE CACI 318, 08). _'i ^1cRG4N SOCIET Or CIV1L ENGM__RS MINIMJM DEoICxN LOADS FOR BU'_DINC-:S AVD OTHER STRUCTURED CASGE--Ir✓?. LONCRE -, 2,i, ONr-FET C"'IPR aS!VE oTrRENr TI -J 4T 23 SAYS: T:'.I, PK= L/SI NDARD RNFORCEMENT-4000 PSI '� FIRE C. -,S ,.J% K &1RE50 REINFORCEMENT -6000 PSI :.'.3_ CzROUT PER 45 -1 C4�1'0 - 3000 P5 l'2)•' MAX. 3/8" 4G,SREGATE: a' 'O II" SLUMP. ._ REIN=ORGINC- BARS: 4' STEEL PLACED IN PRECA5- LINTEL AT l:ME OF FABRICA ,ON ASTM '0'S 10ER •DE 60) 2.2 STEEL IN -INTEL AND KNOCKOJ- BLOCK (PLACED IN PIED) 45Th^ ..,,015 (G -RADE 40). 3. PR OTR 55 - STR NDD AOM AA16 r LIRE 5 RESE RE IE`/ED 210 KS! " r. T4,_ R 'N ORG h ;ENT IN GORD4NGE UiIT AGI 310 r.5. r-ONr-FE INC OPERATIONS SrIALL COF' _!- lL T-! AGI STANDARDS. '145ONRY: .1, DES 'G --N 4N CCN TPGG70N 5L4,2L_ GONFOR"1 TO TH_ SPECIFICATION Or -RE NA'IONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-00. M N 11,1`1 -1iA ONR JN' STRENG'I-!: F'M 1500 PSI. 33 MOR AR o,-+.--_ BE YF'E S STRJ URAL. -4j, D°FE LOAD /LUES ARE 54SED ON ! '!NTEL5 HAVING- A BEARING- OF 3' :,Jl7L4 A 1-1IN1'-IUM ACCEPTABLE BEARING OF _" PER FLORIDA BU�_-ING CODE RE5IDENT!AL, OT, EDITION (2011. SECTION R606.14 OR FI O:RIDA BLIILDING CODE RE51-E'v-lAL, 5T- EDITION (2014:, 5EG7I0N ?104.`5 FABLE Na I'. SAFE WORFINi; LATERAL DA,DS ( Lr -'J ' ° x 2 4.N.E'1_S F 141 R 7_r)b _ _N t II "I L era �9p (, F) I 1 3x3' , 3'x3 P' A'IN OLID _ -I',.Precast _.__ 1993 3964 3'- P e a 1'163 :i3 ii -OFrea.t a44 6,4 366 ! Pr 4- e t 63 a 4-0 ec t 5' �1� -- Pre ao. r- -L_----�-----c ap 6 63 - _-.- _ '- -_- 6'ob !355 - -- 5 -IG' F ecast I 5"� u> 'I. 6'-- Precast I__ 634 '364 6 -- - t _!,. - 1233 - - - - b 3 ,, _6 1 _ 1-� . ec t are_,,. _ r _a�. Fe I a 446 e38 �._ -. _ .___ 4?5 39 4 11 Precast --'t 3a, 314 I _ -_--� 13 - P =_ a t 5, 7145 r-- 9'- _- c ID I - 1 - - F =_ a t : ec .t Precast ,- 533 I '_.... 192 453 I 193 620- 2)1'. L-5 recastPI-13 164 549 rR_OTR�S.,ED 22.0 "fl c' _ asi _..____ �_ 11.6__---- _ 504 I, 404 S/IG-5-(I)U/0)L rr= a t ' 14 rrec t 9_ �' 39' --_a4_— �t 5o_a S/10-5-(i,U/(I)L _- ,.. F',_5 �IIr_.._._ w _ _ _ NLA. 30_ -- '9' 20 O' �--_� tr sled F'es e �� - ___ 1! I Frestressed Frest sed --y' N, �. __ ------- N::. ':I NA. � 213 -__ '16 39 . _--___ 21. 22 re3tr sled I -- - n estr_„_d IN-;:. ---_ 4r - I31 '. I ---i :., 120 -� ^4 �P estr„ed N.”. 3 NR Not Reoo• e"ded LINTEL S' LATERAL L04D5 LENGTH FLP) : -._--'----I--- `'ota. Lenet'n --__ 1':'_ 3' 7OG:R Type -,E ?'ER PLAIN ---__ a BOOR I DER a:_'B ----- , -a' I Frecas. Ill ?ETI I� -_ -_._4____ -st 4-2' 90 0 I6" - - -_ -_ I -^I Precast 3a'' �i >e Precast I�la5-� 1536 -� -;r __ M, F r -cast 659 6' _ 4-',- _ 1 _-., ___ 3' 5'-a' 1 A� a __as. 002 b'-� eccst _0” 4 '04 - - --� T- ' 3 ar a -t ec � 411 1 I 3 : -___.. 664 535 FL`__. I:, 9-3' _ Fr=_cast Precast _vo a LO S �T CONCRETE P.O. BOX 111255 WINTER GARDEN, FL 34111 Pfd. (401) 65G 2112 LINTEL NO. LENGTH T1'PE= Sl -411 E3RG. HT. COMMENTS L-1 17'-4" S/36-5-(1)U/(I)L PRE5TRE55ED L-2 5'-10" 0/I4 -5-(1)1.1/(0)L RECE55 L -2A 7'-(o" 0/1/o-5-(1/'1,1/(I)L > °4 _�9 e� -a 2 - 104, 5>. I-�- : � L-25 12' -Sall S/I(o-5-(1)U/(I)L _ _. -:r 4a 4 'Lir '^ a6 126 T, 49? L -2C (o'-4" S/1d-5-(I)U/(0)L � r _ 2 0 3 P �— L-2 6 12' _ C 5 � L-3 I'-&' S /1/o-S-CI)l,l/(1)L 4 0 12 8 !3 �' FR�STR� SEG L-4 -f'-6" S/16-5-01UI(i)L 379 3l .+ 40,_ 288 I �63 3'__ 3 54 L-5 5'-10" S rR_OTR�S.,ED 22.0 "fl c' _ L -5A 7'-0" S/IG-5-(I)U/0)L (2)5 _L_ (?)'3 kR. L -(o I'- fo' " 8/16-54I)IJ/(1)L $ 6 -. L --f 7'-(o" S/10-5-(i,U/(I)L o61 82,125 .. L-8 7'-/0" S/IC-5-(I/U/(I)L - 1e 0 31 I! 441 L-,3 9'-4" 0/I(o-5-(IA,1/(1)L (21 3� ::� 4. 4 t)IcO C Mi(13 C r r cn LJ ry �r 7a 7a° 8/8—S—(1) #5/(0) #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 45 BARS IN UPPER OR LOWER LINTEL CAVITY 313„ (1) #5 CONTINUOUS (1) #5 CONTINUOUS 13. 31 3, 6 8°X16" KNOCKOUT BLOCK 316 8"X16° KNOCKOUT BLOCK • 4 3000 PSI GROUT -'-- d j - �A ..... . 3000 PSI GROUT (PLACED IN FIELD) (PLACED IN FIELD) 4'. . TOP BARS: r TOP BARS: a " }.' SEE SCHEDULE ' •; . SEE SCHEDULE Iv ,....,- : II I ..:: Ig d (i) #5 CONTINUOUS -Io. . .. / (1) #5 CONTINUOUS • • _ 7/32° STIRRUPS AT 4'-0" cc = 7/32" STIRRUPS AT 4"-O" cc s' •: (TIED OR WELDED) a 10 -fro �t (TIED OR WELDED) OTTOM BAR E SCHEDULE (PRECAST) r p —BOTTOM OBCHEOULc SE (PRESTRESSED) (2) STRANDS 7/16"-- 12" h" 1�" 12" 7 WIRE STRESS RELIEVED iNfi 8 MIN. MIN. 8 MIN. 270ksi PRESTRESSED CABLE TE, �� . 8/16—S—(1) #5/(1) #5 8/16—S—(1) #5/(1) #5 PRECAST PRESTRESSED TABLE No E CL --___._._ TABLE 'J^. 1-1 REINFORCING SCHEDLL= & LOAO CAPACITIES ADS sAFF AO -KING L0PLF ) a x_ CnPrs1r-_ L Jr _cS I LNT L I C EAR LINTEL TYFE 1 LINTEL 5TCC_ I GRAVIS T7 GRIAW TY ! UR IF7 PLIF =NG7 AN --- - A ACITY CA _•CIT7 r APACI Y rAPAQT} 50ttOM 3^R TGF 5AR �;0/5L ll,roU ?r7! (IiSU 1L+5_ (I?5U (+"oI_ (2�>IJ -10'_ I'-6' FRE ^5'__ (2).2 2 °' ID004 IG000 10000 10000 _ - - ^ _ _ - .a . - � _ _ IDOD4i ~ 1) ) 0_3� 0flfl2 .0000 6 e FF -(:457 a _ ' 4' O' ? a' <EG45- (2; °2 .2) 426, '2flfl0 2'39 - 0 '?. °"�bl '05? 10000 I 00 "' V .2 k AST _ , 3 a, �- T 4' 3 3-4 ^C45i )5 (2)'1 -9,4 III 10949 _ 10000 _-Z 5'-4 A-2 =REG -45T i •2)13 (--)n 4323 6431- 442' __ID41 a -T- z, m,, . 3 -� _3 5215 0 4 0 A. T 3 ( 3_ I 5'-10' FREC 5 .EC -4 "1" 29__ 4411 5'-2 rR_.._.oi 2,+= I 41'5 � > I _ - -- I ^Fr. ^ r , G _ a'4 280 411 6-6 FR__.1oT (.. �- 3_. -- - Lela Er.+- � -lie l8 -65, v_L �'-4 .. T ? 9 3 b 3 rR__ > - _ a �. ) 'let, 911 209 _ A - 4 C. FR_ 30911, - _-2, - % 6'-4 - F^RE 0' ) 4 2 R j _ 212_6 190 1x32 2931 __ I �_ n Fr I.O. 1 fl 'D 63 R_ O 4 ) 231 113 _ 3' 4 T -D EG ' ) q e 2e26 3 6 0D ^506 a ) _ _ "055 E _ 9 38 L -8--o' -0 ADT 2 6 9'-2 Rc��( J _ (.1 :, x.62, 161__ 1 ?41 :be5_ '1 -4 I IE -2 rRECAST T) 'I 2' 9 _ X55 14p0 X95 'bD -3 FRFC45T (t 5 __ 2. a t _.__1335 133_..1E. 1 -9___ '2' I:'-2 I FREC45� '2) °3 125' 25, 1 ':293 ----Er �44 L9 4 -D' rR 4vT ) 44 31 - -- -- E + 12'_3' F-;cEr o' "5 ) 9 IDI D'o6 DI 2 4 >, 0 -4 1 2 49 9 I- 8 i3 Fc R OvED - rRc>SED 4 '. � 1231 !?91 l � _3°3 -__ 11' _ :6'-��rR 5 2 °4 t -, 993 9'_3 3e' ' "1 1 19' 4 l3-2 rR S?RE 5ED� 2) -1 I J? 'a5 35 y �ba 1j _D' D 3'-3 I ^RE5TRES ED : 5 .213 '29 '.29 4 : 479 -; O 20' 3' =REST vv D [ 5I i2� 3 Sola __.. �a3 i. _ �O0 121 24 D 7=a' F2 -STRESSED 1 '2i 5 i __ (?) •3 43,-. _ 43' _ _ I6: 43 - N.R- NO. RECOMI'_ND_D -. __ _._.___ ---,------ --------------- -______ ELLE._- ELLE._ -_ __ TA - ,r C TAELr No. 4 REINF' t) IN'G S ,1E ! LE s AD . DACITIE_ I REI 1 RCI v SyEGJLE Tc LOAD C RACIT'FS AFE V OgKING ! )rS (R E' ` A / N_CADS(PIF)' Er L., -CMPC` L:I'JTFS LNT__oT_c:.._ :1,ITE LIN'_L`- _._ - , LINTEL TYFT , ri f C )M - GRA/.TY GRP4✓I-Y r !LFT L; ra -_ -_ . �� 1INTEL C_ 2 'P:IPT _INTEL CLEAR IN:'c'-'YF INi_L 5?EFL R /!T` GR..VIT. !I 'JP'_i : UP '! ENGT-1 SP.,N -+ ^4p4r ITy 4C.T, .. F Y ...APACI?Y ENGIN 5F.4N 5GTTGY" TGA -.. r4 - PAr_,T. C4P4C'Y CAP r T' I BOTTOM 54R TOF 5AR c2r.L (1)°5U r.,'5_ (ICU ,5:_ ('fo 11i5L (2'S"J I B, -R 5AR 0x1 :IPU ,'PSL !'P5J t /5L (]?',U , :'l,5L (2151 IO-- -.. __ -_ _. - -- - _ - r - 0004 IOfl./J 'fl0^.'ifl ' 21 °' 004 T ..ST Q( [T '_ r0 )- TDD�D D02D_ DDD �J^ - •L T .. T 6 FRC - DDrGD IDDEfl ':DODO 3 R C vT %J n - - �- -- r - a I � DD DODO - 3 6 2 PRF vT ( _ , l o ID'6DD 0 0 4 E P"rcc ^ST )'2 -i 6 >a '"©O ID ..IDDDfl `,DD2D 4 fl _ - a' PR_r^ST ( 2 I ) D3 I@GiD ,7D - IDD'"D ` 3 ___ r } _- _ _ .� - 4 6 3 PR r -1S1 n _ >D-'4 'DODO IF90V0 I'JflOD 4 t F BAST _- n j �1 - 414 IDflDE _ 254 !22'G0 - -_ _� _ 4 FR r^o1 -___.I l IDDDD _ ld--a `.DODO 4-a' ! 3' 4 FRECAST .. '"._ „' _`653 :DODO °629 IDODD 5 n..D• R ^ _ __. _�� _- 1aa _ >'- -D' FRECAST -i 5 2) ^ 652 DODOID,^,flD- T�_ °2 6'39 10000 5.. IDDOD 4' 4 _... r ^ - 5'-D 4'-6' IZC40T 2 "� »l6 - IG9_ 466' _ ID 4-6' 1 FR=C45T _ (2,5 1 (2)n 1 6 1 10"C0 -.I 5'.:6 IEODD -_._ __.__ _ , 5' 6151 c3' - . _ =_ a^ > T 44 4 .) _ ! 90 IDCDD �> ,450 ____ 07 4 6 4' 0 fl' R_CAS1 : -_ _1� 3 o -, e 3 _ 4.__ FRECAST 4 , 3 39 I 4431 39' _ - r i 3 I P< a, 6' D 6'v 6 n> _ r ( 2>E _ 6 6 5 2 : R C S e 4 v a 4 _ 4 l 23' 4.0 55 -0 4 6 4 6 -, t� r; . , ,. ,3-a ,cl 6'6 45fl9 l 6 _r�r � °4 �,) � 933 «bD 4 ,E.S r 60f TIx FREC..O :003 .a 7 3 4 ¢,...0 )+4 2 __ _� 1 -o _645e 99�_3, i r , 3l aD 3D�,2 ,8 _ t 339 8 r, �__, a �, ��ST '�, e4- .-; .i 0 '� 5361 53 5393 3 4 -0 �C ST 4 .0 34°0 _O_a 30 8 4 0 CRE ^>T �.2)'2 _ 8Ll 33. 55 5030 ��- 3--4' F C..ST_ _- _4 l3_ !0Ifl ?333 9_, a 0 _ PR rnST 7 s" ^i+2 -- 3 -?6 3'26 1932_ __ 3252 !2 6 9-2' R_r' _ _ _ -.1' 2'2)- _33 2239 _ D-6' _9 PR r ST (_,°d am -I _ 293 931 _ 5:D 3025 I,' 2'- CAST 5 gI 954 955��'03'. .- x009 _ _ 12ECA5T _ (2 15 ,»3 (( 3 '.219 1 ?62= , 5 - n11 -'.a ' g10 - - - 132E 4• �D D• P "6 _ _. „! ^ _ 4 - .2 0 3 R__A0T 5 ..f - 4 _-__ _- !�-0 ID 3 FR_...,ST r > 12.9 05 .300 _.9 'T 6 1.2' F_ CA5' ?)5 - �_. o _ _' I:91 1° 6 .II ..-- - ^_ r --; o.. ELLE- - - -� ? 3.3 -- - 3 50 ' _ 2 rR__Av _. > - 4__. _ b' 4 2 D FTtiCAST -' S °3 9s6 1926 331 1321 r Er (, 3 I 636 .3 A fl rR 39 a r a a -_ - - l I' _ a^Fr-. 2, 5 8 Ill civ - 14 2 a < A>, > a= a 3 0 '14' 3 13 -4' R_ D 4 ( ..393 13 , - - - - -_ -_ - 14 33 r,aE T 0 C ' ''4 r., .345 5 003 233_ 15 -0' R -. 5 D 4 1'4 : 4 0*6 �0 3 _ 1.-r .. I` -d 16 -fl : rR=STRESSED 2) 2"" 1330 1330 - - --- --+T---- Il 4 '6 D FRESTR'cSSED (2)r4 __ (2"2 _ 165G I6>D 464 9'3_ 19 4� !3'-D' RESTRES:,EC '- '-) °3 ICi53 1053 334 _ _ 6 9 < - o _9 4 :' -D FRED RESocD (2% 5 _ (? 9 I� 1_,D ��__ 135 :D 0 !3'-3' R_51REaED > _ 9 .9 _lam _ 615 _ - __ -F _ -,-.r __ -_._.� 29 4 !8 a PRE>RESv_D I (�_ °5 i?;5 12-. 1219 34-: 686 _. 1. 2i E -E R_0TR.0„_D ' ---- - .,-moi 3 : a52 _ ,3 . D -i-- - -- - - :IA 4 -2, a F. OTR=.,o_D ?J 5 '3 '9': __lal 25 1 521 14' 20.0 FRE' FRE FE _D i_D (,(- L2' °3 -- ID62 ID62 304 601 D �_ _ -,i5 i--- 425 0• 22 a I -x0 2, (,)'S (215 ___ 994 994_ '_85 56= 2-, 2? -8" Fir-STREoo Dom- :215 2�'3 ___ 659 6�9 1_ -D _ _ - :� 0' 3 '-R'c a -ED (!) 5 i2; 5 I 224 224 239 473 - , S" x x Ltl EL ,, '__ ICI F� -TF: -1 FE _ N c_ __AR LIM1 __ r_ UN=1'_ ED�j GR�AV:TY GRA'✓T'' Up:_.' -T UPLIFT _INT-- STEEL L LENGTH FAV : -__ ..- GR-1V1'YI CAPAC TI 'FAG �.." I CAF4C1'7 501101.1 B'R' TGF 5+:R G4F4rT :.1,"5_'0+-1 ("51L ,L /1151 'IJ'>U (.-_'2,5'J L__ - - _-_ ----r--F.- _ - > n 2 a _6 r rA5' 1, _ (_ 3>_9 - ° 6 -=' FR G.,5T " -_4-fl T-3' PRECAST 4' CAST 6 � �- ' a 13 -4' ST _ -_'2DriE (_ T fi)'1 ?a,> -_3_D_ -10- ala .: 5 ail 3811, 480 4-_ 1133 2�,� l '�L...___33a I 3336 - -1- 'n '003 3 - - 23 eE1 2fl _ f n ^ 7 E•RE_.•v I- a _) I !r3 :006 �6> 165, 1310 8., -- •: I .104 F-4' F A r 'nlr1.83 _ I^ r 142 24 1410 009 - T2'RCA .a�1425)�- r � S r 6 FR 5� ^1 ( TI 15 1334 2 T � l r I. � .4 :031 I -n5 4 63 n 79 l 6 6 2 FR CA I —— _ (' +4 5 0 I 8:5 ID3- - tom= , RECAST _ r _ > °4 _�9 e� -a 2 - 104, 5>. I-�- : � 13-01 �. 6 -3' PRECAST 2)^ a 9D� 384 r_) +" >I -E - r 9-- 3'-O'-RcCAST _ _. -:r 4a 4 'Lir '^ a6 126 T, 49? a- , 7e _E D 9' t T r r O' 2' A. _ _ ^) - 63 r4 ' 4 b v80 .11 '- , I, D 5 ._) 3 3 I 6 � r _ 2 0 3 P �— L-2 6 12' _ C 5 � - __ �. a , I .) 5 5 l 56 5 °3 - - „ 4aa 5;? ' 5 2� 43 -1 _ - __ r r 4 44- 53 0 4 0 12 8 !3 �' FR�STR� SEG _ I_ ° �2. 3 , _ NR 41F, 430 9D 395 n 18 F-- 3G 446 I- 4 14'-D� F^R�p5TFE55FD I, rR...1 51*1EE 0 _ ,-I r4 .. "2 NIc "2)" r2)`)- N.R.288 379 3l .+ 40,_ 288 I �63 3'__ 3 54 I1 fl 18 fl E' R_ R_5 ' ) S c' r3 NR Dl -. !2 37 I, Ill '71 �i D -- rR_OTR�S.,ED 22.0 "fl c' _ 5 ,_, 3 NR ..1 R - -- 64 6, �_ 95 3 24' 0 22 8 F vTc55 D (2)5 _L_ (?)'3 kR. - 133 be ___ a4 1 63 --___._._ TABLE 'J^. 1-1 REINFORCING SCHEDLL= & LOAO CAPACITIES ADS sAFF AO -KING L0PLF ) a x_ CnPrs1r-_ L Jr _cS I LNT L I C EAR LINTEL TYFE 1 LINTEL 5TCC_ I GRAVIS T7 GRIAW TY ! UR IF7 PLIF =NG7 AN --- - A ACITY CA _•CIT7 r APACI Y rAPAQT} 50ttOM 3^R TGF 5AR �;0/5L ll,roU ?r7! (IiSU 1L+5_ (I?5U (+"oI_ (2�>IJ -10'_ I'-6' FRE ^5'__ (2).2 2 °' ID004 IG000 10000 10000 _ - - ^ _ _ - .a . - � _ _ IDOD4i ~ 1) ) 0_3� 0flfl2 .0000 6 e FF -(:457 a _ ' 4' O' ? a' <EG45- (2; °2 .2) 426, '2flfl0 2'39 - 0 '?. °"�bl '05? 10000 I 00 "' V .2 k AST _ , 3 a, �- T 4' 3 3-4 ^C45i )5 (2)'1 -9,4 III 10949 _ 10000 _-Z 5'-4 A-2 =REG -45T i •2)13 (--)n 4323 6431- 442' __ID41 a -T- z, m,, . 3 -� _3 5215 0 4 0 A. T 3 ( 3_ I 5'-10' FREC 5 .EC -4 "1" 29__ 4411 5'-2 rR_.._.oi 2,+= I 41'5 � > I _ - -- I ^Fr. ^ r , G _ a'4 280 411 6-6 FR__.1oT (.. �- 3_. -- - Lela Er.+- � -lie l8 -65, v_L �'-4 .. T ? 9 3 b 3 rR__ > - _ a �. ) 'let, 911 209 _ A - 4 C. FR_ 30911, - _-2, - % 6'-4 - F^RE 0' ) 4 2 R j _ 212_6 190 1x32 2931 __ I �_ n Fr I.O. 1 fl 'D 63 R_ O 4 ) 231 113 _ 3' 4 T -D EG ' ) q e 2e26 3 6 0D ^506 a ) _ _ "055 E _ 9 38 L -8--o' -0 ADT 2 6 9'-2 Rc��( J _ (.1 :, x.62, 161__ 1 ?41 :be5_ '1 -4 I IE -2 rRECAST T) 'I 2' 9 _ X55 14p0 X95 'bD -3 FRFC45T (t 5 __ 2. a t _.__1335 133_..1E. 1 -9___ '2' I:'-2 I FREC45� '2) °3 125' 25, 1 ':293 ----Er �44 L9 4 -D' rR 4vT ) 44 31 - -- -- E + 12'_3' F-;cEr o' "5 ) 9 IDI D'o6 DI 2 4 >, 0 -4 1 2 49 9 I- 8 i3 Fc R OvED - rRc>SED 4 '. � 1231 !?91 l � _3°3 -__ 11' _ :6'-��rR 5 2 °4 t -, 993 9'_3 3e' ' "1 1 19' 4 l3-2 rR S?RE 5ED� 2) -1 I J? 'a5 35 y �ba 1j _D' D 3'-3 I ^RE5TRES ED : 5 .213 '29 '.29 4 : 479 -; O 20' 3' =REST vv D [ 5I i2� 3 Sola __.. �a3 i. _ �O0 121 24 D 7=a' F2 -STRESSED 1 '2i 5 i __ (?) •3 43,-. _ 43' _ _ I6: 43 - N.R- NO. RECOMI'_ND_D -. __ _._.___ ---,------ --------------- -______ ELLE._- ELLE._ -_ __ TA - ,r C TAELr No. 4 REINF' t) IN'G S ,1E ! LE s AD . DACITIE_ I REI 1 RCI v SyEGJLE Tc LOAD C RACIT'FS AFE V OgKING ! )rS (R E' ` A / N_CADS(PIF)' Er L., -CMPC` L:I'JTFS LNT__oT_c:.._ :1,ITE LIN'_L`- _._ - , LINTEL TYFT , ri f C )M - GRA/.TY GRP4✓I-Y r !LFT L; ra -_ -_ . �� 1INTEL C_ 2 'P:IPT _INTEL CLEAR IN:'c'-'YF INi_L 5?EFL R /!T` GR..VIT. !I 'JP'_i : UP '! ENGT-1 SP.,N -+ ^4p4r ITy 4C.T, .. F Y ...APACI?Y ENGIN 5F.4N 5GTTGY" TGA -.. r4 - PAr_,T. C4P4C'Y CAP r T' I BOTTOM 54R TOF 5AR c2r.L (1)°5U r.,'5_ (ICU ,5:_ ('fo 11i5L (2'S"J I B, -R 5AR 0x1 :IPU ,'PSL !'P5J t /5L (]?',U , :'l,5L (2151 IO-- -.. __ -_ _. - -- - _ - r - 0004 IOfl./J 'fl0^.'ifl ' 21 °' 004 T ..ST Q( [T '_ r0 )- TDD�D D02D_ DDD �J^ - •L T .. T 6 FRC - DDrGD IDDEfl ':DODO 3 R C vT %J n - - �- -- r - a I � DD DODO - 3 6 2 PRF vT ( _ , l o ID'6DD 0 0 4 E P"rcc ^ST )'2 -i 6 >a '"©O ID ..IDDDfl `,DD2D 4 fl _ - a' PR_r^ST ( 2 I ) D3 I@GiD ,7D - IDD'"D ` 3 ___ r } _- _ _ .� - 4 6 3 PR r -1S1 n _ >D-'4 'DODO IF90V0 I'JflOD 4 t F BAST _- n j �1 - 414 IDflDE _ 254 !22'G0 - -_ _� _ 4 FR r^o1 -___.I l IDDDD _ ld--a `.DODO 4-a' ! 3' 4 FRECAST .. '"._ „' _`653 :DODO °629 IDODD 5 n..D• R ^ _ __. _�� _- 1aa _ >'- -D' FRECAST -i 5 2) ^ 652 DODOID,^,flD- T�_ °2 6'39 10000 5.. IDDOD 4' 4 _... r ^ - 5'-D 4'-6' IZC40T 2 "� »l6 - IG9_ 466' _ ID 4-6' 1 FR=C45T _ (2,5 1 (2)n 1 6 1 10"C0 -.I 5'.:6 IEODD -_._ __.__ _ , 5' 6151 c3' - . _ =_ a^ > T 44 4 .) _ ! 90 IDCDD �> ,450 ____ 07 4 6 4' 0 fl' R_CAS1 : -_ _1� 3 o -, e 3 _ 4.__ FRECAST 4 , 3 39 I 4431 39' _ - r i 3 I P< a, 6' D 6'v 6 n> _ r ( 2>E _ 6 6 5 2 : R C S e 4 v a 4 _ 4 l 23' 4.0 55 -0 4 6 4 6 -, t� r; . , ,. ,3-a ,cl 6'6 45fl9 l 6 _r�r � °4 �,) � 933 «bD 4 ,E.S r 60f TIx FREC..O :003 .a 7 3 4 ¢,...0 )+4 2 __ _� 1 -o _645e 99�_3, i r , 3l aD 3D�,2 ,8 _ t 339 8 r, �__, a �, ��ST '�, e4- .-; .i 0 '� 5361 53 5393 3 4 -0 �C ST 4 .0 34°0 _O_a 30 8 4 0 CRE ^>T �.2)'2 _ 8Ll 33. 55 5030 ��- 3--4' F C..ST_ _- _4 l3_ !0Ifl ?333 9_, a 0 _ PR rnST 7 s" ^i+2 -- 3 -?6 3'26 1932_ __ 3252 !2 6 9-2' R_r' _ _ _ -.1' 2'2)- _33 2239 _ D-6' _9 PR r ST (_,°d am -I _ 293 931 _ 5:D 3025 I,' 2'- CAST 5 gI 954 955��'03'. .- x009 _ _ 12ECA5T _ (2 15 ,»3 (( 3 '.219 1 ?62= , 5 - n11 -'.a ' g10 - - - 132E 4• �D D• P "6 _ _. „! ^ _ 4 - .2 0 3 R__A0T 5 ..f - 4 _-__ _- !�-0 ID 3 FR_...,ST r > 12.9 05 .300 _.9 'T 6 1.2' F_ CA5' ?)5 - �_. o _ _' I:91 1° 6 .II ..-- - ^_ r --; o.. ELLE- - - -� ? 3.3 -- - 3 50 ' _ 2 rR__Av _. > - 4__. _ b' 4 2 D FTtiCAST -' S °3 9s6 1926 331 1321 r Er (, 3 I 636 .3 A fl rR 39 a r a a -_ - - l I' _ a^Fr-. 2, 5 8 Ill civ - 14 2 a < A>, > a= a 3 0 '14' 3 13 -4' R_ D 4 ( ..393 13 , - - - - -_ -_ - 14 33 r,aE T 0 C ' ''4 r., .345 5 003 233_ 15 -0' R -. 5 D 4 1'4 : 4 0*6 �0 3 _ 1.-r .. I` -d 16 -fl : rR=STRESSED 2) 2"" 1330 1330 - - --- --+T---- Il 4 '6 D FRESTR'cSSED (2)r4 __ (2"2 _ 165G I6>D 464 9'3_ 19 4� !3'-D' RESTRES:,EC '- '-) °3 ICi53 1053 334 _ _ 6 9 < - o _9 4 :' -D FRED RESocD (2% 5 _ (? 9 I� 1_,D ��__ 135 :D 0 !3'-3' R_51REaED > _ 9 .9 _lam _ 615 _ - __ -F _ -,-.r __ -_._.� 29 4 !8 a PRE>RESv_D I (�_ °5 i?;5 12-. 1219 34-: 686 _. 1. 2i E -E R_0TR.0„_D ' ---- - .,-moi 3 : a52 _ ,3 . D -i-- - -- - - :IA 4 -2, a F. OTR=.,o_D ?J 5 '3 '9': __lal 25 1 521 14' 20.0 FRE' FRE FE _D i_D (,(- L2' °3 -- ID62 ID62 304 601 D �_ _ -,i5 i--- 425 0• 22 a I -x0 2, (,)'S (215 ___ 994 994_ '_85 56= 2-, 2? -8" Fir-STREoo Dom- :215 2�'3 ___ 659 6�9 1_ -D _ _ - :� 0' 3 '-R'c a -ED (!) 5 i2; 5 I 224 224 239 473 - BLE I� -- - - -- - ABL No 6, REI F )R :IN ti C �' E &ILA �AC171ES E PJF CI JG S HELJLE OAD NDACITIES I u 1 1; F. �1 E ti R N C_ l X _C^1 C5 IE II CELS S LNTcL 7'Fc STEL GR.-✓ Y '�. r AVI'Y -UP1 P 1-7 F �1� A :tF E WORKING LOADS a ITc X ';M 0511E :fl EL _ ELS 8 -- !NEL CL AR _INT_' TYFE T N�_L 5TE_, GRAVITY JP1 T I FI _INEI ILFNGT:; SEAN i ------- _ _.- CAP r. Y C -4C'Y : C 4G'TY 4FAGIIY -ENGTI- vP=:N : - - C._FAr TY :: CAP CITY r4P r `" j C rA..'Y - 1 5GTTO`'54R : ., :0 -EA '(015 1 U .(.t r5 C51 til rT; v2) -- I 0T'"1 AR FaAR (O,L(15U '(1;5L livJ (1�_,I/5J ll,o_(2�U 5., O B G 1 - -- - Z.^? 11202E 12DE2_ - __ - - 2 n �._ , 101- l-6' FRcC.1_"' - .. -. 6 :_ FRECAoT (_) ^ D 0 10020 ' ✓ `- D --- II m - -- - - - r T 'T r _ + I�fl00 4000' ( `- . 02✓JD� FREC45T _ _)n IEEEE CEO 3 D' 6 __- _ _ r 4:. -- - - 2 _3' PR.�A�T - (2' 2 !^v='3_-- I�O`EZd _. ___- 100002.. 221 1 -F_ ?00 �- � r EC4-T (2) � ___+ I g _ --_ 6 -__ -10000 ^.: n 60131 IDOSE IEEEE .020E -: -. RCCA T-�- ) :. -_}- r1/ n- '� 3 :. - 6942 IDOSD _ 0000 IEEOD __ , r t 1' 4 IDD02 ,222 .222E �� 3.4 F _..Si _ I e _ 6_6 __ - R -C^5 1 2'._-I R _"-T --- 3 2) :2242 -12220 -- 6'a ___ 2200 _ IPTG 6' FRECAST G 3 -: 054 !0020 316 r _- - _ 2010_ -. _ - ____lO0OO t - r 4' 3 3" I r FG T ;� �2 °2_ O9 10022 1002© !D2ED ._.- -___-_ 5 4 =D E' T_ ..;13 (2 �'. -__ 13------IO22D 000 3a&6 1000 5 -6 R-'' T 1 r, 1 r �- -.. - T 6 4 0 rRECA r ., 4 Jo { 0000 2000 412000 _-- __ - I t _ 4004 �'J224 6 - 0000 6' __ _ - _ FRFry 2 �_ 6 o r 5_2' <EC.10 2) •4 2; : + 1222E _ oE22 _ o3,:B 10000 _ _-r - - --Er 1 n 0 00^I 00✓✓ - 6 a __A . -.444 r 16-2' FREC 0. 1 ?)+4 .. 1423 9 32.3 �1 _ 1693 ._._ - -.-T '-3 6'-4 FREC S? fi 12 P4 ':>r, 12.4 963 : 66- 1326 - -- -- __ - - —�------ � a D a PR �. 6 9 3 3 -. _ _ _ __-� -� - -i -r 6031 3 - 0 FRc.. v _ ) e 6 9» 113 9 4 a 0' I FRECTOT -_ 4> 5266 3 - _ _4 -4-.. _ ° - I 6' 6 _ _ FR__ T _ 4 ) ___._ J 10200 __ _ !04720 0100 _.0022 m, m; -.e' r,t^ _-(,:+ '02.,0 311 L00D - T loo-00 b'-3 r. a -- 1-- - �) n -r 3031 '.2000 32.6 ,-6' 6-° rR__Ao,� .- __ - __ I- 3' _ 6"-4' � F_ECAS? __ J� r '?)'2 aIT-�-2202 - 0 f x491 J: - — 4 _ - , ,_ r 4 1436 200L 303 A 1 8 0 6 3 > - i ^'r "_ - - 002 _ O 12 - al 2022 30.ro 4 _AJI 2 °4 3 D' R - 9-4 a 0'-REC45i __ 12)r4 (2 - _- 529 T _6933 � 4' ___ 4 t ^Er 5043 E., ')r4 !9 .6 9 2 : F _G, -ST T-"4 __. 21 !- .026 ,a44 30'_ °663 _.__ 14-6 9 T FR__AoT _ __ _�8 (:) 2 _ _ ___ °a '.163 -:19 4 13-D 1 rREC45T "' > -- - :.a 3292 0 5.'. ,Gea - - - -- _ I C 3593 r-- '- -CA --r : 4 ? _ 4 ?, -_ __319 :: -'2"' -9' 12'-8" I P<EGAST�_ , 5 _ '- ' II'-?' cGAST - - '?? 0 _ __: ,-- r_g _ 3a 932 3 ' 2133 3 } 2.L 21a _'"11 - 2499 _- _ �- � _ l>49 IlE D 1 IE a FR__45T _,.� ?; 5 3' ___r- - . - �- .. __ _ - 1 � ' 11 2, __ FIIREC-451 ELLE_- °5 _ 19_ _ _ 34! __ _ 341: ' 141:' 2a99 - t 2516 3 4 I,2 C o _ _ 4 _r , ...-__ 4I 4 1 4 Frc_5 ..v_D ^ _10 4 '©-T ^.^r^^0a '.1._____r 1, � FREYRE ED :?i L^ I- - I 4! •019 e.68 '3 1 � 6 6 _ -i --; -a6 - 126 - 43' ___ -'n--____-ol'o -016 663 1- 1312 ---' :,a [ '.: °©_ __. ?0,3 ! 0:.q--1O?�_.___. r�^ _5.3 .lo I E' rR_ o 5 990 -. I -" - 4 -2 � 12 3' PR_ 01 5 i 9 ?"3 __ ( ) 2131 _1233 ?60 - j 4' - F. 51R_SvcC 4 1 3231 _ 3231 149 _-1_. 484 _ 5-14 j 14'-O. r of c5 D i�i,� jr 22a0 2230 �33 255 :. 6 4 FR 5o'E -_-__ .-)0 ._.-_I__T_-- _.- ?TH: ___-r�4� 3 33 Imo;. nR'orRE^^ED (2-5, ,2)9 ___' '62' _._._'6 �'<__ 313.___ 19 4 1 Ia'_0 Rc RE00EC E OED -(-)r0 ;5 + + _ a. 3 _ 426 3�> 6 20 D la' -a R_ CRL5^_ :., -0'-9 '', FF:5TRE 5ED (:! "5 1 =; 3 _- -- I 1345 333______ 669 J -2'-E :D'-8' PRESTRESSED _. '2) "55--� ' __ 2__ ...._ 12;2 311E .6e9 24 0 _ ".? 8' FRE5IRF .3 �4 144 -_ 266 _ _ __= �., 5 ._C--- T 02"l !3;-0" rI<c�RESo_2 __=0 ._. _ __- _ _,33 20-0 3-3 _ RE EOoED X2)5 l2. °3 _ 1633 1632 39- 133 _ ^R=o 805501 _ _ '091 .. -- 22 -O' 0-V' 2 R_ EC '3 r.__13?2 1322'_.___1- 32' 214' RE5TRE55E 5 IIS, Il --- t 649 - _____ _ 544 11 -__-- ---- - _ --- - - __ 3_11 RE N,F.JR IOL S .DLL & Lr. L11 A�'A(-TIES o ' saFr nc,��:11 A.� L/j I P .' X b IN -EL • L:A CLEAR N:EL TYPE LINTEL 57EL P N rR A -Y GR -•✓!Tr P IFT I U LIPT LENGTH I SF4N -- GRA✓ Y I r ACITv r F GIC' CAF_'1_!T1 4-ACITY IJ 6 rRc..4^T P OP BAR ICP I'T 2�_GT>U (L [)5G IF0_ ll (1,5L (?F�t, SCTTGM BAR -- 413 -r- 3", -.3 0 3 3 6 -- 2' E_ FcA57�- � ' 2 ,v.3 F, 1 I_b5 04 _ ac ^ 4. �' D --8'_ . R-EC46 a •�)'2d 131 _ _ 5- 1x63 126_ -- 1 r l4, :> 3>c - ( 4,1 , E" > 2 rR ST 4 1 6 6 FRC 0T ^' 4 1,6 9 il9 30 8 E (I - - - 6 R CAST 2 4 ._ .__ _ - �3 693 ELLE.. 693 633 _ °D r 6 a > r ^ 6l r ., E v 4 38, �a 26 ,5 : , 8 6 4 C45T 2 4 ' _ 5 „63 68 499 _ 641 3 0 6 3 c 451 1 ? q �- 4 52 609 9 4 _ .3-O' 0EC457 2: 4 - ' -2 33'1 °fl, 44>__. - -_ »�>36 36 1 r r 3- MI6 4 R< 1 2 I 6 3" ELLE - r v 39 3 AS 40 3. I Ifl 6 9 r I _ W_F-4�_- -a 4^ 12 3 3 r 45 L910 0 PR_ S :' S ) 30 3 T F r.ST �:.,.. __ G2 -3_ .a?- 1,3 TS__ -FI rc'cC4,5 ,2)5 :3____ a-0 '43 2.3 15'. �I- _� a�r�F, I � r� 1 �I ,_ � 1� - : 13� �— TAPE No. a TABL L� I PCING REIL. O CIXE6*RE N DAD u_FLI)ACTES -- I - P.EINFu3 xE_4 REINSLOA-S (P C�T.rES _ : INTEL LEA _INTFL -YFE LINT--, 0'EE_ JV __cC GRAV T`" GR.+✓IT7 : U Ua-P' N?EL r__..R _INTE. TYFE :_INTEL STEEI 'V'T- I GR4V1:Y G4FL.FT JF 7 T .ENG.:1 SP^_N - - GR4V'7 G^PAG r4P r1 Y GAP 7 C4P4C'Y � L,NGTa 1 SPAn' -ACI-Y CAPAG'Y CAP..CI7Y GAP r17Y I 50714M EAR TGP 54R rA, ITT }I I''�''09.;11691 °'>U I�,.r_,3 al (F5u "Ifi:--'4 L ° --4' FREG45' -I SGTTOM BAR -..- OF R_ E: -5�4 __ (IIED025.91a3 J- '15122.02 4 3 T REC 1- _ ELLE 2 F- - t - 60 '> _T - _. _ ___ 136 _ - -- _ rr a0 r r- _651 O 2 3' R_ -AST 2 2 1131 4' 14 3 363 4-0 8 r FR_�..^T , ( _ 4009 TT"" 14 0 12002 2 -10' FREC,. T _ 2) i '2) 4 _ 1042 1320 y_ X320 '19 _ l9 _ 4'-2 14 FRECAST ?) 4 ( 3346 __.6 6743 0P/2 -3 -E n<-�A5T )'1 (2�'� 306 10310 13-6 126 4'_4 -�- FRECAST (2.� _ (2,n 3042 J 2453 -639 __ea 596 .l - v 4 F,=CA5T _ ra _ - ,:., .- 452 4 I -_9 8 -- ,94 6-a o oT f2)+4 __(21' 2 2'33 ;,33 225e a4 r _ __ a 3 4' r ST (22) ( 3 1, 3BI0 3." 4 a F 'C45? (2 4 _._-i- -_ 4' ifs^ .__, 3 FR_C..ST (- " 315 _ 5'03 __ 3 _ 499 64 __ -3� r , (?,+4 (?7 , 109 :103 _ 645 -.a a 8 ��' 4 F EC4aF EC4a' (2)'4 3!6 430 _ ar0 3l .^.6 3'_a -4' _ FR_CAS'._ (2)°4 (2, '2 '20,9 ITT +' _ 1241 -a'-n - 9' rRFC S- __,__y_____ .2 I „3 Flo : ___ _F --- 1 4l? 9'-0' a-4 r<_CA� -. (2)° - X2,5 .016- -_ ..19',4 1505 3� 3F�l A, 325 T BLE No. 8 � 1 x319, R11U_E L!AD ( PA.'TI S -Iry �• • .• .' ' 7Iry d .0 . •' A.', i WOR NC (' RL''' • tf1k0 A. . X OfJIPLrII LINTELS — - LIN c: C__4'R INTEL T1"E -T � LINTEL T-ELLE-GR�`/I'Y - GRAVITY PI'.= Ur! IFT SPAN d • . �- _ rraTT A ice. A �__ CAF4C:T1 CAF4CIT 1 C 'I1_EN'TH CAPACITY CAFACI'Y : I1 .-r., (Iry '2 %52) 7 IE 6' rR_CA31 ) 2 1 -) q8':'5 I�flE 1222.. I0a0m 3' - �45T (P 2 22,4 12000 ._ _ , _ _._ '0'^C9� -__ 10000 rr- - L 4'-O' - 3' REG45�°? _ (2) 2 � >6 , I�^0 14-10 0000 $ 6 -. R C45T _ _- "1 '2) e _ 741 '0 , o61 82,125 .. 4 a 4' 4 R_r `51 G.+OT -) 2 (-) °3 r2) 4 - 1e 0 31 I! 441 1 D 1t 161. 'a_30 : -fl 5 'fl 6- 6 4 >-D I r GAO' (21 3� ::� _ "4 3 30' 8 X43 _ 11 0 3 65 ->3 ___ _ -19 o _ I rc r+ rT [J _ -a .31 220 a 3 3 0,8 . b a > 4' F G4 T ( 1 (-' 2 2,33 °138 - _ -a 5 l 6 6 2' : F r 5T 2 (-. _ '93 _ ?193 09 _ l 8 0 4' F CAST T ) 4 2108 2102 5l 4v .19 - 4 2052 =' DD ( 3 a 1-O' I .R_CA rR=C45T __(. - �_ --' 2, 4 (-2)+2 _ v' :825 - la_5 363 - 9:a __ '_ 4 3' D R CA51 )4 )r :.>I' I, - 14 .1 531 10 6 9 REG^5T 0) 4 - e,v SD _1324 - I!' E' E R r„ _ _"5 _ ( 3 I'., Ilag _ ,a Ilel D 2 a FF:GAF_ > D4l a >Ica,-- 2:-6'_ I- _=-_ FR_C45 (2) X111 °, 2 3 a a 9 T ..3 541 I0 _ { _ 1 '4 0' T' -a' F<�- 2) 5 (2! °3122) > .. X17 242 .I-, a5a TAPE No. a TABL L� I PCING REIL. O CIXE6*RE N DAD u_FLI)ACTES -- I - P.EINFu3 xE_4 REINSLOA-S (P C�T.rES _ : INTEL LEA _INTFL -YFE LINT--, 0'EE_ JV __cC GRAV T`" GR.+✓IT7 : U Ua-P' N?EL r__..R _INTE. TYFE :_INTEL STEEI 'V'T- I GR4V1:Y G4FL.FT JF 7 T .ENG.:1 SP^_N - - GR4V'7 G^PAG r4P r1 Y GAP 7 C4P4C'Y � L,NGTa 1 SPAn' -ACI-Y CAPAG'Y CAP..CI7Y GAP r17Y I 50714M EAR TGP 54R rA, ITT }I I''�''09.;11691 °'>U I�,.r_,3 al (F5u "Ifi:--'4 L ° --4' FREG45' -I SGTTOM BAR -..- OF R_ E: -5�4 __ (IIED025.91a3 J- '15122.02 4 3 T REC 1- _ ELLE 2 F- - t - 60 '> _T - _. _ ___ 136 _ - -- _ rr a0 r r- _651 O 2 3' R_ -AST 2 2 1131 4' 14 3 363 4-0 8 r FR_�..^T , ( _ 4009 TT"" 14 0 12002 2 -10' FREC,. T _ 2) i '2) 4 _ 1042 1320 y_ X320 '19 _ l9 _ 4'-2 14 FRECAST ?) 4 ( 3346 __.6 6743 0P/2 -3 -E n<-�A5T )'1 (2�'� 306 10310 13-6 126 4'_4 -�- FRECAST (2.� _ (2,n 3042 J 2453 -639 __ea 596 .l - v 4 F,=CA5T _ ra _ - ,:., .- 452 4 I -_9 8 -- ,94 6-a o oT f2)+4 __(21' 2 2'33 ;,33 225e a4 r _ __ a 3 4' r ST (22) ( 3 1, 3BI0 3." 4 a F 'C45? (2 4 _._-i- -_ 4' ifs^ .__, 3 FR_C..ST (- " 315 _ 5'03 __ 3 _ 499 64 __ -3� r , (?,+4 (?7 , 109 :103 _ 645 -.a a 8 ��' 4 F EC4aF EC4a' (2)'4 3!6 430 _ ar0 3l .^.6 3'_a -4' _ FR_CAS'._ (2)°4 (2, '2 '20,9 ITT +' _ 1241 -a'-n - 9' rRFC S- __,__y_____ .2 I „3 Flo : ___ _F --- 1 4l? 9'-0' a-4 r<_CA� -. (2)° - X2,5 .016- -_ ..19',4 1505 3� 3F�l A, 3L3 11 10 -T =ry✓•dm1co,. ri =1,4 Ud a1� r co , d cn a. *. 4 - LLI 13.. 3r 711, 7a" 76" 8 I 8/20—S—(1) #5/(1) #5 8/24—S—(1) #5/(1) #5 816—S—(1) #5/(1) #5 8/14—S—(1) #5/(1) #5 325 x319, -Iry �• • .• .' ' 7Iry d .0 . •' . . ;a .�-1(V • tf1k0 A. . F_ .. ..; . d =I . a. •- - a r d • . LI);w �- d 3L3 11 10 -T =ry✓•dm1co,. ri =1,4 Ud a1� r co , d cn a. *. 4 - LLI 13.. 3r 711, 7a" 76" 8 I 8/20—S—(1) #5/(1) #5 8/24—S—(1) #5/(1) #5 816—S—(1) #5/(1) #5 8/14—S—(1) #5/(1) #5 A R C H IT E C TS LUN 'WV U �-L f-LIbV G V PH: 407-774-6078 FAX:407-774-4078 w. b n rou ww a desi .com g g p AA #: 0003325 mumummas r SUBDI•V. & LOT: KENSINGTON RESEPVE LOT 26 MODEL: 051080 BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: LINTEL SCHEDULE "ELEVATION- A" ( E LA) (LOTTS) ARCHITECT: STATE OF FLORIDA ROLAND/A.AROUCHACR IL AR NO 93723 DATE: 8/3/18 SCALE: 1/4))=13-0" SHEET �j C O F t i i f i t t t i i 325 11 -Iry �• • .• .' ' 13130 . . ;a .�-1(V ..",�� I a . a. •- - a r .. . a...' .. . . I �- : ,: n . •. d' " . .dr.•-• u .4',:,' . 4,, , - , n e. I ' . • . •d ,• ,.A •d, ],. .4 n ro ro . :•d"d'. �. m4 . .. •.dA'G :-: m .4 2.222 r .. .d• A. . , r 1d- d :, O 11, 3 13/10' I 41�fi 3 13/16' 8/28—S—(1) #5/(1) #5 8/32—S—(1) #5/(1) #5 A R C H IT E C TS LUN 'WV U �-L f-LIbV G V PH: 407-774-6078 FAX:407-774-4078 w. b n rou ww a desi .com g g p AA #: 0003325 mumummas r SUBDI•V. & LOT: KENSINGTON RESEPVE LOT 26 MODEL: 051080 BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: LINTEL SCHEDULE "ELEVATION- A" ( E LA) (LOTTS) ARCHITECT: STATE OF FLORIDA ROLAND/A.AROUCHACR IL AR NO 93723 DATE: 8/3/18 SCALE: 1/4))=13-0" SHEET �j C O F t i i f i t t t i i 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 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.026/00001 PAGE: LINTEL SCHEDULE " ELEVATION -A" (ELA) (CAST -CRETE) A ARCHITECT: STATE OF FLORIDA 2018 ACRA DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET 5D OF o S S I f S EXTERIOR MASONRI' WALL 5F;PG. HEIGHTS LOAD BRG, WALL L 22 G POUR SOLID W1 (2) #5 VERT. RE5AR (3-TYF.) DINETTE x - - T� �I EXTENDED LANAI 9'-4" CLG. II � III G O0O S.G.®. -- _ ' LL I I, N (2) 25 -SH - L � I FAMILY RM. EGRESS 1ST. FLR. BDRM. vf� N U ii til �I DINING LIVING ROOM - - e'-4" GLG. _ _---- - . -- -- (2) 2& -SH 1 I i a FOYER (TILE) C4 _ MT. 8 ENTRY 9'-4" GLG. 2 -CAR GARAGE L -2A -0`xl'-0` O.H. - L -i LINTEL LAN I REINFORCING- LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 16" COMPOSITE LINTELS COMPOSITE LINTELS & UPLIFT JI -- ----F---- ----- - --� --- - --- SAFE WORKING LOADS PLF 8' X 32" C LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE / BAR , TT BAR CAPACITY CAPACITY CAPACITY CAPACITY LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U'1 ��#5L (1)#5U I(1)#5L (2)#5U LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY ! )#5L 1) 5U CAPACITY DETAIL 'U' DETAIL'V' DETAIL'U' &'V' DETAIL 'W' (0)#5L (1)#51(1)#5L (1) #5U (1)#5L (1)#5U (1)#5L (2)#5U _ - DETAIL W DETAILV DETAIL W - - - -- - -DETAIL W & V 2'-10 1'6"-- '6 PRECAST (2) D4.5 WIRE ll No._3 10000 10000 10000 10000 3333 --- - --- .-- +------- Toy, - - - - - - " --- -- 2' 1'-6" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 ( ----- -- }-- -- -T --000 3'-b 3' 6" 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 - - - 2'-2" PRECAST (2) D4_5 WIRE 2 No. 3 10000 10000 10000 10000 4'-9 2'-8" PRECAST (2) D4.5 WIRE ��2 No.3 10000 1000_0_ 10000 10000 -3333-- -- --- _4-6" S-2 PRECAST (2) D4.5 WIRE: �2�No.3 - 10000._ 10000 10000 333310000 4'-0" __ 2; 8" PRECAST (2) D4.5 WIRE - No. _ 550- t _1___ 10000 10000 _ 10000 --- --- 2 F - - Y 4-6 3-2" PRECAST_ (2) D4.5 WIRE 12) No._3 _ 7207 10000 9863 10000 3-4 PRECAST (-) D4.0 WIR_ (2) No.3 9576 10000 10000 -__ 10000 - __-�-.-.-.-- __ - - ___ _-_----- 4-8 _ _ _ -- - - --- - --' 4' 8" 3-4" t PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" N-0' PRECAST (2) D45 WIRE 1- �� No.3 7009 10000 10000 10000 5 4" 4' 0" PRECAST j - - -- - -- 5' 10' 4'-6 __ PRECAST 12) 0 (2) No. 3 0700 10000 10000 10000 - _ _-_� 7320 2' _ PRECAST (2) D4.5 WIRE - - -- - T� -- - - - -- - _ (2) No.4 _7924_ 10000 _ 9263_ 10000 -5' 10" 4, 6;_ _PRECAST T_ (2) D4.5WIRE 2 No.3 3940 5211 5402 5641 - ; -- - 7-b 6'-2 PRECAST (2) D4.5 WIRE 2 No. 5748 10000 __ 6723 10000 b' b" 5 2 PRECAST T (2) D4.5 WIRE No. 4 4350 4350 4225 4314 �I - -- O - ' 2 No. 4 0 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. -4- 5473 9564 6402 10000 7-b" 6'-2" PRECAST (2) D4.5 WIRE -_ __ - -- --�- -- - 3333 - -- --- - - - - -�-- . L1 - - - - - -- - - -- r 2 D45 WIRE(2)N 4 4978 8706 5824 10000 _7 8'- 6' 4" ! PRECAST _ (2) D4.5 WIRE + O No. 4 31 2831 265 281 8- 0 PRECAST - (2)D4.5WIRE _ (2)No_4_ 4546 7957, 5320 100_00 8'-0" 6'-8" PRECAST6 3049 (2)-D4_SWIRE - rr _ L_- L1 _ - - - -- 3333 (2) No. 4 253 2625 2421 2607 2 D4.5 WIRE 9'-4" � 8'-0 PRECAST (2) D4.5 WIRE ; __ 2 No. 4 3536 6205 4141 7410 8-4" I T-0" .PRECAST ( ) 10'-6'' 9'-2 PRECAST (2) D4.5 WIRE r �2�No. 4 2725 4798 3194 _ _ _ 5322 9'-4" 8 0 PRECAST (2) D4.5 WIRE �,� �1 2153 1881 2139 �- +-- - RECAS - - 3333 -� - -- 1 V-4" 10' 0 PRECAST (2) No. 2 No.5 ! 3610 5348 6921 9 4424 10'-b" 9'-2" PRECAST (2) D4.5 WIRE 2 NO. 4 1777 _ i_ 1777 1448 1766 12'-0" 10-8 PRECAST (_) No. 3 �2� No. S 3191 _ 3670 2379 3894 11'4' 10'-0" PRECAST (2) No. 3 (2) NO. 5 - 1568 1568 _ 1222 1568 -- --- 12'-6" 1 1'-2 rt PRECAST (2) No• 3 - 2 No_5_ 2919 3369 2174 3572 12'-0" 10'-8" I PRECAST (2) No. 3 (2) NO. 5 _ _1439 1439 1075 1439 - -- - -. 3572 -- 13'-4' 12'-0 PRECAST (?) No. 3 �2� No. --5 2535-_ ___2961 1884 - 3137 12'-b" 1 l' -Z' .__�_ PRECAST (2) No. 3 (2) No. 5 -_---- 1354 1354- - 981 1354 _ _ ___.L1 -__ __- 13' 4" 12 0" PRECAST (2) No.3 2 No. 5 _._. 14'-0" PRECAST O No_3 2 No. 2278 2698 1691 2856 (2) NO. 5 1232 1232 849 1232 -_ - RE - (2) 7/16 strand + - - 14' 0" 12'-8" PRECAST r (2) No. 3 1 149 1 149 760 1 149 14'-8" 13' 4" PRESTRESSED (2) No. 3 2 No. 4 3326 3326 1829 2919 - - 3333- -3333-- - - - - -- - -- -- 11-- -- -- �� (2) 7/ 16 strand + (2) 7/16 strand + 14' 8" 13' 4" PRESTRESSED (2) No• 3 1419 1419 850 1347 15'-4" 14'-0" PRESTRESSED (2) No.3 -_____ 2No.4 -- 15' 4" 14'-0" PRESTRESSED (2) No. - - -1291 1291 - 2 No. 3031 3031 1666 2702 ---- -- 1 T-4' 16'-0" PRESTRESSED (2) No. 3 12) 716 sotr d + t 2346 2346- -T 1290 - 2210 O 775 1270 __. 2 7/ 16 strand + i- (2) 7/16 strand + No.3 1860 17-4" 16'-0 PRESTRESSED (2) No.3 993 993 600 1084 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand ' 1 1865 1029 1869 _ ___ __ _�2�No. 4 _ (2) 7/l b strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 O _ 1035 1035 478 - --- 936 - -y I - � 2 No. 5 2 7/16 strand + �I 20'-0' 18'-8" PRESTRESSED O 2 No. S T 1737 1737 959 1778 -- 2 7116 2 No. 5 - _ --- 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 716 strand + 1516 -_ - 1516 - -839 -1620 --I 20 0 18'_8'_ (PRESTRESSED - (2) No. 3 O �1 Nsotr�nd + 961 ; 961 -- 6 872 --- X22'-0" 20'-8" PRESTRESSED (2) No. 3- -- 7 No. S 1420 1420 787 1551 121' 4" T 20'-0" PRESTRESSED- (2) No. 3 TO 121 No. 5 834 834 390 - 763 (_) /16 strand + 2 7/16 strand 2 No. S -- -7116 T -- 1---1-)- 3333 3333-- (2) 7/ 16 strand + (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) No. 5 720 720 366 716 I 24'-0" 22'-8" PRESTRESSED (2) No. 3 1250 1250 658 1300 (2) No. 5 - r I I F- (2) 7/16 strand + (2) No. 3 642 642 306 599 12�No.5 - -- �_ �II � LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE LOADS (PLF) 17'-4" 8/3/o-5-(I)u/CUL O �D I L-2 - �- KT N I CHE 1-- . -- i 9'-4" CLG. PAN. F - - - I' I,IL JI x - - T� �I EXTENDED LANAI 9'-4" CLG. II � III G O0O S.G.®. -- _ ' LL I I, N (2) 25 -SH - L � I FAMILY RM. EGRESS 1ST. FLR. BDRM. vf� N U ii til �I DINING LIVING ROOM - - e'-4" GLG. _ _---- - . -- -- (2) 2& -SH 1 I i a FOYER (TILE) C4 _ MT. 8 ENTRY 9'-4" GLG. 2 -CAR GARAGE L -2A -0`xl'-0` O.H. - L -i LINTEL LAN I REINFORCING- LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS PLF 8" X 16" COMPOSITE LINTELS COMPOSITE LINTELS & UPLIFT JI -- ----F---- ----- - --� --- - --- SAFE WORKING LOADS PLF 8' X 32" C LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT LENGTH SPAN WIRE / BAR , TT BAR CAPACITY CAPACITY CAPACITY CAPACITY LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U'1 ��#5L (1)#5U I(1)#5L (2)#5U LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY ! )#5L 1) 5U CAPACITY DETAIL 'U' DETAIL'V' DETAIL'U' &'V' DETAIL 'W' (0)#5L (1)#51(1)#5L (1) #5U (1)#5L (1)#5U (1)#5L (2)#5U _ - DETAIL W DETAILV DETAIL W - - - -- - -DETAIL W & V 2'-10 1'6"-- '6 PRECAST (2) D4.5 WIRE ll No._3 10000 10000 10000 10000 3333 --- - --- .-- +------- Toy, - - - - - - " --- -- 2' 1'-6" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 ( ----- -- }-- -- -T --000 3'-b 3' 6" 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 - - - 2'-2" PRECAST (2) D4_5 WIRE 2 No. 3 10000 10000 10000 10000 4'-9 2'-8" PRECAST (2) D4.5 WIRE ��2 No.3 10000 1000_0_ 10000 10000 -3333-- -- --- _4-6" S-2 PRECAST (2) D4.5 WIRE: �2�No.3 - 10000._ 10000 10000 333310000 4'-0" __ 2; 8" PRECAST (2) D4.5 WIRE - No. _ 550- t _1___ 10000 10000 _ 10000 --- --- 2 F - - Y 4-6 3-2" PRECAST_ (2) D4.5 WIRE 12) No._3 _ 7207 10000 9863 10000 3-4 PRECAST (-) D4.0 WIR_ (2) No.3 9576 10000 10000 -__ 10000 - __-�-.-.-.-- __ - - ___ _-_----- 4-8 _ _ _ -- - - --- - --' 4' 8" 3-4" t PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" N-0' PRECAST (2) D45 WIRE 1- �� No.3 7009 10000 10000 10000 5 4" 4' 0" PRECAST j - - -- - -- 5' 10' 4'-6 __ PRECAST 12) 0 (2) No. 3 0700 10000 10000 10000 - _ _-_� 7320 2' _ PRECAST (2) D4.5 WIRE - - -- - T� -- - - - -- - _ (2) No.4 _7924_ 10000 _ 9263_ 10000 -5' 10" 4, 6;_ _PRECAST T_ (2) D4.5WIRE 2 No.3 3940 5211 5402 5641 - ; -- - 7-b 6'-2 PRECAST (2) D4.5 WIRE 2 No. 5748 10000 __ 6723 10000 b' b" 5 2 PRECAST T (2) D4.5 WIRE No. 4 4350 4350 4225 4314 �I - -- O - ' 2 No. 4 0 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. -4- 5473 9564 6402 10000 7-b" 6'-2" PRECAST (2) D4.5 WIRE -_ __ - -- --�- -- - 3333 - -- --- - - - - -�-- . L1 - - - - - -- - - -- r 2 D45 WIRE(2)N 4 4978 8706 5824 10000 _7 8'- 6' 4" ! PRECAST _ (2) D4.5 WIRE + O No. 4 31 2831 265 281 8- 0 PRECAST - (2)D4.5WIRE _ (2)No_4_ 4546 7957, 5320 100_00 8'-0" 6'-8" PRECAST6 3049 (2)-D4_SWIRE - rr _ L_- L1 _ - - - -- 3333 (2) No. 4 253 2625 2421 2607 2 D4.5 WIRE 9'-4" � 8'-0 PRECAST (2) D4.5 WIRE ; __ 2 No. 4 3536 6205 4141 7410 8-4" I T-0" .PRECAST ( ) 10'-6'' 9'-2 PRECAST (2) D4.5 WIRE r �2�No. 4 2725 4798 3194 _ _ _ 5322 9'-4" 8 0 PRECAST (2) D4.5 WIRE �,� �1 2153 1881 2139 �- +-- - RECAS - - 3333 -� - -- 1 V-4" 10' 0 PRECAST (2) No. 2 No.5 ! 3610 5348 6921 9 4424 10'-b" 9'-2" PRECAST (2) D4.5 WIRE 2 NO. 4 1777 _ i_ 1777 1448 1766 12'-0" 10-8 PRECAST (_) No. 3 �2� No. S 3191 _ 3670 2379 3894 11'4' 10'-0" PRECAST (2) No. 3 (2) NO. 5 - 1568 1568 _ 1222 1568 -- --- 12'-6" 1 1'-2 rt PRECAST (2) No• 3 - 2 No_5_ 2919 3369 2174 3572 12'-0" 10'-8" I PRECAST (2) No. 3 (2) NO. 5 _ _1439 1439 1075 1439 - -- - -. 3572 -- 13'-4' 12'-0 PRECAST (?) No. 3 �2� No. --5 2535-_ ___2961 1884 - 3137 12'-b" 1 l' -Z' .__�_ PRECAST (2) No. 3 (2) No. 5 -_---- 1354 1354- - 981 1354 _ _ ___.L1 -__ __- 13' 4" 12 0" PRECAST (2) No.3 2 No. 5 _._. 14'-0" PRECAST O No_3 2 No. 2278 2698 1691 2856 (2) NO. 5 1232 1232 849 1232 -_ - RE - (2) 7/16 strand + - - 14' 0" 12'-8" PRECAST r (2) No. 3 1 149 1 149 760 1 149 14'-8" 13' 4" PRESTRESSED (2) No. 3 2 No. 4 3326 3326 1829 2919 - - 3333- -3333-- - - - - -- - -- -- 11-- -- -- �� (2) 7/ 16 strand + (2) 7/16 strand + 14' 8" 13' 4" PRESTRESSED (2) No• 3 1419 1419 850 1347 15'-4" 14'-0" PRESTRESSED (2) No.3 -_____ 2No.4 -- 15' 4" 14'-0" PRESTRESSED (2) No. - - -1291 1291 - 2 No. 3031 3031 1666 2702 ---- -- 1 T-4' 16'-0" PRESTRESSED (2) No. 3 12) 716 sotr d + t 2346 2346- -T 1290 - 2210 O 775 1270 __. 2 7/ 16 strand + i- (2) 7/16 strand + No.3 1860 17-4" 16'-0 PRESTRESSED (2) No.3 993 993 600 1084 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand ' 1 1865 1029 1869 _ ___ __ _�2�No. 4 _ (2) 7/l b strand + 19'-4" 18'-0" PRESTRESSED (2) No. 3 O _ 1035 1035 478 - --- 936 - -y I - � 2 No. 5 2 7/16 strand + �I 20'-0' 18'-8" PRESTRESSED O 2 No. S T 1737 1737 959 1778 -- 2 7116 2 No. 5 - _ --- 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 716 strand + 1516 -_ - 1516 - -839 -1620 --I 20 0 18'_8'_ (PRESTRESSED - (2) No. 3 O �1 Nsotr�nd + 961 ; 961 -- 6 872 --- X22'-0" 20'-8" PRESTRESSED (2) No. 3- -- 7 No. S 1420 1420 787 1551 121' 4" T 20'-0" PRESTRESSED- (2) No. 3 TO 121 No. 5 834 834 390 - 763 (_) /16 strand + 2 7/16 strand 2 No. S -- -7116 T -- 1---1-)- 3333 3333-- (2) 7/ 16 strand + (2) 7/16 strand + 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) No. 5 720 720 366 716 I 24'-0" 22'-8" PRESTRESSED (2) No. 3 1250 1250 658 1300 (2) No. 5 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P,O, Box 11 - Brandon Florida 33509-0011 24'-0" 22'-8" PRESTRESSED - (2) 7/16 strand + (2) No. 3 642 642 306 599 12�No.5 - -- TYPE: 9'-4" SRG, HT. LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE LOADS (PLF) 17'-4" 8/3/o-5-(I)u/CUL 8"x8" RECESS DOOR HEADER L-2 x RECESS R HEAEDERRAL _ -� - LINTEL FELOAD T DOOR TOTAL (CLEAR DOOR LINTEL LINTEL STEEL - TOTAL CLEAR _ TOP WIRE / STEEL - LENGTH(( SPAN SIZE LENGTH SPAN SIZE TYPE BOTTOM PLAIN SOLID BAR----- BAR _ GRAVITY SAFE LOAD UPLIFT SAFE ;LINTEL TYPE ! LINTEL STEEL TOP LINTEL T LOAD - _ WIRE / BAR STEEL SOLID SOLID SOLID SOLID BOTTOM PLAIN #5 (1) U (0) L #5(1)U(0)L'#5(1)U(1)L 1#5(2)U(1)L; #SELL LILL a QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P,O, Box 11 - Brandon Florida 33509-0011 LINTEL NO. LENGTH TYPE: 9'-4" SRG, HT. COMMENTS L-1 17'-4" 8/3/o-5-(I)u/CUL PIRESTRE55ED L-2 5'-10" 8/14-5-(I/U/(0)L RECESS L -2A 7'-li 0 V) 2' W 0 Z Q V) W 0 z �� 7 Y 7 -.- CONTROL DATE- OI-DI-iS k/ �� 0 T�� 0 R 'C H)IE D 1 ', � � 111, aS , L SIMPSON USP DES UPLIFT 'GRAVITY DES. UPLIFT_-GR—AV-.-I.T-_Y 'FASTENER 71'-0" TO I0"-0" DBL 2 x 12 NTA 6-,3 .._ TWO STORY ,4PPLICATION DOWN STAIRS IOa 17•-P�`'oIod 2 FLY,---- ------ -- --- NSP CO)IIDa f - NO 16d OPTION) NET_' NC -'e, 145P UP TO 5'-0" DBL 2 x 8 5'-0" TO 6'-4" DBL 2 x 10 / Od UJ P TI P C 16d OPT OW 8'-0" AND OVER NUMBER OF FULL LENGTH STUDS POST UJ/ (2) MSTA-24 POST TO SLAB W/ABU-&G �, �s< N T.. AT EACH END OF HEADER r,TA 2 3 x IOd ' - PI Y (a? lad PLY U P �', IOc /'' V x O -6d OPTION T_:.0 0 010 'al0 :-ITA 2O 2 '615 1 - --- - - --'Ly F- y Od z_I/2' -FLY' is .od --rL (9' I 'SP: (IOJ ICd x I/2' NO 16d OP'ION HET- 2O 3030,'10) lOd x 1.2" `_ USP (10: 'Od^• _ ____ ___ - _ 2) lod _-P_'' :: J5P. NO !od OFT ON; 27O n GT _ � I ' 50 ----- _UGT-2 : IS :. (7) - 2 I/4' T'T N Z PLY (U5P. ELK (5 I!- WB W 0IOd --� - WOOD ) i I _rET-- f� NG c5P CON/ER50N FOR or-FSON 7::=_?AL-20 .1a, - 10a x 1 1n F Y --T---�' I > 6 C_a0 M000 J _ JET 9365 I- 5/3 A .R. IN ICs E'vGT.J =PC.�. :MIN. IT MB_D �� 'Od TO uO..D <' P (2'a) IOd TO ,iJOCD.- - -_ T EPDXY IMIN. Ma^'✓ Od TO Jj=:D (USP: WOOD (a) IGd) T— - ,4C -T-3 - ''. 0530 93'05 F 3'F' (2) 3/4' A.T.R. IN -I 5TRHN( TH EPO,)' "11N. E' IBED) : b) IOd 70 WCCD (USP: WOOD (a) IOd) L T3 DS > 3155 120 PARADE_ TC WALL-- LUG 7-3 5330 -- — -- - (12) 5D5 1- x_ L/2' TO GIRD -R. i4%3:'a" x 5' TITEN HD TO W.4 L. :.0 CO 0, (4) 3/a' x 5" WEDGE BOLT, Ui00E:� ill) WS25 - L -d 420 PER�ExIDIrU�AR 70 - LP:A 1555 , 0' 105 '; 2" USP: ! G? IOd x W w ✓Gr __ 494 � No U5F' oNv'-RSI n oN ✓Gr --- = ON FOR 51MF5 ' S,a T R. 1N FIIGL 5TRENGT4 EPDXY MIN. 12 EMBED", i 16 -SDS L !4"X3' -0 WOOD I� 155 NO JaP CONS/185'0 AORIMPoON ,') VCT)..— - __- N HIGH STRENG -I FPO.«' M _-- - -- CT 0/3 ATR I____..- 12 MBUDP L -} OOO MTW � I'9- -.N. 14 -Oo a (I Od x 4 I ? 1.T 16 a _ -- II'O _ I+ _ - _ / H'U: :© 045 = - _W _�_ - - /' 6; i0a x. (61' dd i41 ,'16,r 'Odi :,- x --- -- - (USP _4) I d , I ,''20)OOd _ -- -- __- C_-4 Od 1 /J"Od) - HT> __ . --rMM11 -M4TSWT 4 2. Od x P 10a--i Tq- H TI_ e -10(C - - -_O_d - - d U5P G! �Od Od -UU(-U5S-SPP- �-- •T. �T^ a -_— ll dd 3.5 315 _ _I. -._ (14) Od '14) IOd u n n n n n II L L n O a Od_4 ^�-Saa5 3 LOIG Dro 140 �11cd U0P (22©d _ rr. -<571- 025 (1—e, ; 00 JSP(;Od 5 I 6 � >a0O _ � _3 - 0 309E - - - - - �'d a MST - 43 II x065 KTa1 245 4250 :, - 4a) IOd x V-" USP 4a IOd / " 6 950 _F7_1 0 595 - (a.) ad TO PL4TEa a.' ad TO STUDS (USF Moi ad o' 3d) - -.. 4 aa5 5FT4 945 I O - (6) IOd x I I:d TO aTUDS u5P -o) IOd 13 O O:UDS-- 3 395 MF 3 Im ad T , _- /? TO Q5P (. ) F`057, d x C ad I '.; 2" TO POS'. L031 - IOTO - I ]ad JSP �"J IOd x r' IEd x I V TO PL T_ v RU --- HIO 130 RT '6As130 Ua RJS (8 X li- CPI ATc - 1 Gd /C-- a HDJ 565 r r 4A 535 5D5 I - x3` O WOO: O) D5 / 2' JJT r�_AD .� ROD. �) NUTaW _ T.— _ _ o CSF 5"a .+TR M N_ T EMBFr 5F7 N ,41 H _ W _- G a R_NGT _, OX 0 „Ua ,,JOCID cWS VGT 1 riDT5 440 TDX 10 0110 (lo) SDa x3' C WOOD. "3 '4' STJD E30L7E / ,-4RD_D KCD 2) NUTS LJ 5HER/2PLY q A U5F -1/a' TR MIN. l EMBED 0_T IN -,'G:-I O.RENG -, _POxY, (4, T/3 -+RU-BONS ABU 44 2200 1 0665 PAU 44 2535 oT15 (U 5/a" A.TR. IN H'GI-I STRENG'F, EPDXY. (MIN. "' EMEEDJ IN GONG., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 �OOO - " U 66 ?535 13515 - .�- N) 0/a` T IN tJr.4 5TRENGTH EPDXY 'TIN, MBED.1 IN r-ONC "�3 JI6a TO WOOD USP 5A'E AS SII'IPSON LT -19 -•� '0 _T5 �9 �'_O5 _. G.3,, S RENCTI-I EPO/Y :M:N. l _MBO (V>/-" ATR. IN I� T D77N CONG ca)'Od TO WOOD U P a T.20E EO��— � LTS _OB- I,O5 _ __- - __--_ U "T' -)T I a?REN� EPDXY (MI MEQ .) IN r- N D ON._. C E Oa C WOOD C) R "IN J 3 R MIN TEMBEp IN NIG a r�ENI ,-+ cPDX 10. IOd110,'Cd x I I, 2" I -4-T-1 1 4455 -ITT45 .,. - aO / - I) a' ATR N JGH 0 «NGTH PDX MIN '- = B D IN ON -S (15 Sa-10 X I USP: 0. loo X U P H.- M a NA r` -'TION '�'d [�n I 2 d 1/ .O d _ 1' r4�To SO9O HT'45 a 0/a' -a T R IN IX STRcN3: F, OXY ,,,1 ti ^' - MEEE), N CON('., (<6) le- X _ /_' NSP: 20) 16d —TD U5F -45 ORE NAL OPTION P.d 2' 11,d 2 I', _ 'I -(DCII -5D6 .�. II SIO UPr.D 11 1 IG09O I' ,.,7R IN HIGH 6T =NGTH OXY, L -IN. IO _ME IN GON , 5OS>4 Ji' Woof_ CREwF, (U5F (24/W53 WOOD SCREWS) HDTE 645 X IO 0110 1 (,) 11,3' ... o.:N HIGFI STRENGTH, E.FCXY CHIN. T' J 5E::;) IN GONG, (3- 3/4' STUD 5OLT5 TC WOOD USF: 14) l/a' BO_T5) II I II - IMPSON. (1) 3/^' AS_R. IN 41Gti 5TRENrST, EFOxY (MIN 6T5 M5DM NT) ,N CMU. TOP. ( MBHA I T.R. !N H -( TR NG -= EFCXY CMM_ 6T MEE M NT) IN r,''1U. FAC 13 - d O BEAM 3.561 20 34'5 5330 NFM35XI2U 3165 730 J51= N)I BOLT W/ MIN IMU_ ; MB r NOT _I=55 T -4N 4 OM FDG_ OF COW- W/ 3/ D�A !TW f FL 10 RASET, R_D H'cAD YNA BOLT S_cEv= ANC -,OR OR E MDQ. W/ MIN, 5" EMBED DEPTH INSTALLED IN THE FACE. (14) iod AT JOIST oO 'FLR)2530 1F_R) .-J..G (WOOD/ 3635 .,JS4121F 3EpO (IO) oa TO HEADER, (Ip1 lod `.O WOOD 'J5P 54'-1E^5 51MP50N 3225 (ROOF) _65 (ROOF/ �MU- U :0 8E 5035 n .IPJ 'F ' _,4_7210-27- 905—!31- 5 a' I/4 3. TEN 9 PER FLANGw) TC C^1 U, (10) I06 0 WOOD: JS.: r 3) 1/4" r 3' W53 5GREL,5. 110) IOd TO WCGD... - O � 5Ea' .4r IO-' F n Il5 (131 `/4 3 4' T T N c9 P R P ANG ) `O CM'U (In') IOd 'O WO^^1 (UOP. 'a) I/4" x 3 W53 Sr ICd -0 WOOD HUS IO 3 C u olO OOG ND,. O >I 900 >'l5 Na 1 I/4 x 3i-' T T_N , 9 F R ANG_) TO CMU :10) IOd TO WOOD: (UaF. "3) /A" x 3" WS> SCREWa (01 'Od TO WCOD _ 1 I FOR _"3JM_o 2 .�5 4305 NO U5P GONVER51ON c 51MPoON LGUM26 ? 5D5 (4) 3/a - 4 17EN HD ANC-IORF, (2 PER FLANGE) TO Cr -1,, 4) /4^ / _ 2' SDS SCREWS TO WOO HIGr4 STRENGTH E=OXY = 51-50N '5ET EPDXY-?'E'. CONTACT T -E ARCrI',T CT/ENG''NEER OF RECORD FOR WR TTEN AFPROVAL PRIOR TO 51:E5TITUTING FOR 5R'11LAR FF -0,1' PRODUCT5 OR USP - CIA ACGESh/E ANC-4CRIN!3 SYSTEh"S. + WHERE ANCHOR EI`1EEDMENT IS GREATER THAN T' DEEF, THE VERTICAL CELL IN C.M.U. lL,LL_ MU5T BE FILLED SOLID w, GROUT. - !Od COMMON NAILS CAN BE 5UE5TITUTED WJ1 IOd x I !/2" NAIL5 IN GONJUNGTICN WITI-, A 23% REDUCTION IN THE A-LOWAELE LOAD. WRIT -EN APPROVAL FROM THE ^-RCHI,EC- 5 REQUIRED FOR THI5 APFLIGA'ION FR:OR TO IN574__ATION. +. MIN,MJM ;NTO THE _OF OF A EONDEEA'-I WIL_ EE 5', MINIMUM EMBEDMENT INTO TH,E FOUNDATION 'WILE EE " A.T_R- = .-24-301 ALL THREAD ROD 15171. =ROTECT'ON TYPE, LENfsTH. ETC. v4RIE5) BECAUSE OF ...E 4:IDE VARIETY OF MATERIALS, LOCATJON5. AND CONDITIONS -HAT 1 -IA" AFFECT GONNECTOR5, THE CONTRACTOR MUS' BE RE5PONS15LE FOR MAKING SURE 'HAT -LE PROPER CORROSION PRCTECTION IS USED. WHEN J5 NG 5T_1IINLE55 STEEL GONNECTOR5, USE 5'4IN'LE55 STEEL FASTENERS. WHEN i15'NG ZMAX / HDG GA'_vANiZEO CONNECTORS, U5E '4,15TENERS GALVANIZED =ER A5T" 1-Ab3 USE OF EXPANSION ANCHORS WILL EE EVALUATED ON AN INDivIDUAL E451S AND `1J5T HAVE WRITTEN APPROVAL FROM THE ARCI-11`1CT/FRIG .NEER OF RECORD ^ yr IOR TO U5E, ALL CONNECTOR VALUES EASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C -2O!3' , 'HIGH WIND-RE5ISTANT CONSTRUCTION (_-HWO9, AND ANOHCR''NG e FASTENING SYSTEMS FOR CONCRETER s MASONRY CATALOG C -SAS -2E =. DEADER SPAN CHART 04FH 4DER SIZES FUER CPART, U.N.O.) SINGLE STORY Al -PLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4" TO 1'-0" DBL 2 x 10 71'-0" TO I0"-0" DBL 2 x 12 10'-0" AND OVER TWO STORY ,4PPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0" DBL 2 x 8 5'-0" TO 6'-4" DBL 2 x 10 6'-4" TO 8"-0" DBL 2 x 12 8'-0" AND OVER 2 x 12 ("2 SYP) l/16" OSP CTYPJ NAIL (3) 126 6'1 O.C. TYP. 2x12 BM./HDR. @ ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN CftJ UP TO 5'-0" TO 5�_0" U.N.O. SECURE BMS TO PT &xl'o &xro POST W1 (2) MSTA-24 POST TO SLAB W/ABU-caro 4' -II I/2" 7 -II 1/2 " AND UP NUMBER OF HEADER STUDS SECURE BMS TO PT (oxG POST UJ/ (2) MSTA-24 SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS POST UJ/ (2) MSTA-24 POST TO SLAB W/ABU-&G �, �s< _< AT EACH END OF HEADER 1 2 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N,O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR, STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN, 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND, FLR. LINE 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 BRG. HEIGHTS el -4" LOAD BRG. WALL FL02 FL02 FL02 FL02 Q) Q) � n n n FIRST FLOOR F R_A_ M I N GPT AN FLO(o FLO(o FL20 12) 14ETA-1G FL20 ---' 3 A R C H 1 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 z SECURE BEAMS TO PT SECURE BMS TO PT &xl'o &xro POST W1 (2) MSTA-24 POST TO SLAB W/ABU-caro a� O SECURE BMS TO PT (oxG POST UJ/ (2) MSTA-24 POST UJ/ (2) MSTA-24 POST TO SLAB W/ABU-&G �, �s< _< c i -1 -A -4 -1 -t -A -A -1 m �, i=05T TO SLAB WIABU-&( U v a) a) a) Lii a) a) a) a) a) H CJ1L f� F n (2) 2x12 BEAMS n u II (2) 2x12 BEAMS W -A rl�l � w I� CJIL a II `7 }� CJ3L (2) MTS -12 1111 ILI -IV u n n n n n II L L n u I, nI' N CJ3L (2) MTS -12 3 LOIG Dro u1 j< mIV — WTInl NUC -410 102- _ _ --I -1 _j -A - -A >� w- W_ W_ u - 111;-m----`-� 4i --- m ----m--- -N-- N-- >i ii ii ii - N --CV ii --- --------------------- NUG -410 L031 - - - - - - - - -- F711 - - � - - =7 F�FL — q II II II II II II II II II II _AI I � - - L��J - - FL10 Z_ IL C) =;qI FL 10 II I II I f FL 10 Q) Q) � n n n FIRST FLOOR F R_A_ M I N GPT AN FLO(o FLO(o FL20 12) 14ETA-1G FL20 ---' 3 A R C H 1 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 z U Q) Q) � n n n FIRST FLOOR F R_A_ M I N GPT AN FLO(o FLO(o FL20 12) 14ETA-1G FL20 ---' 3 A R C H 1 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 mmuppmwo SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSIONTr -402) PROJECT#: 82065.026/00001 PAGE: FIRST FLOOR FRAMING PLAN - DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET OF 0 t t t t t t t I t t t z a� O Q H f� W w a `7 [ti mmuppmwo SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSIONTr -402) PROJECT#: 82065.026/00001 PAGE: FIRST FLOOR FRAMING PLAN - DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET OF 0 t t t t t t t I t t t a� Q f� W `7 (ti � q Z_ C) mmuppmwo SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSIONTr -402) PROJECT#: 82065.026/00001 PAGE: FIRST FLOOR FRAMING PLAN - DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET OF 0 t t t t t t t I t t t DEADER SPAN CHART (I4E,4r:)ER SIZES FER CI¢ART, U.N.OJ SINGLE STORY APPLICATION O N T�, R q- D E CONTROL DATE: 0I -0I-15 TO UP TO 5'-4" DBL 2 x 8 C J I;i DBL 2 x 12 SIMPSON USP SIZE CLEAR SPAN DBL 2 x ry DES. , UPLIFT GRAVITY DES. i UPLIFT'! G_R_A_VI_TY FASTENER 9,'-4" TO S"-0' -�-- --_- -- 4444- META -16 _.SO - NTA 10 -la 1400 4444 -- - 4444- -- - -- - - _ (1J loo x _ --LY (a) le- 2 -FLY. (J5F: :10' IOd X 1 '/2" - NO lop CPTION) i '.9a5 (to ICd x 1 -PI r (USP 0' ICd x 1/2*) 2 M ETA-I'o '2) H -A 16 -la 2aOO - _ 1900 (1411od _-F-- NSP: NO led OFT ON) HETA 1a'c NrA 15 a' 60 LY 5 o, 10 !Od x /�', NO ep OPTION -- ----�- _----- -- - 4444 - - - .JET TO H -A ^ v 0 01' FL- z _ !- ; a; 'ed 2 P_Y O Od x .". NO Od OPTION 9) Od I/' PL ('O3) O 5 - d x �/2" Uo v ---- ._..� ^-^-~-�-- --4444- ad NSP: NO p OPTION: eco q 4__4444-.., ---_, LG -_ -L I10 — -. L J G T ! 19.0 :U - .»' x 4" _I EN_ 7, r_— 4444 N5P� BLF of 114 U;B. 'GOOD (167 `Oa — DE A 20 1 �ra0 NO USP CONVER5�ON =OR SIMF50N OET4L-20 (la) - IOd x I _. PLY M 41}14 {- 3 � D) 1Od TO WOC,� J 0P: i 2a) IOd TC WOOD) �i �? C7 nUGT , 93�= 2)' './� ° R IN '-J G.+ o. R NGTH H�?O:<Y : MN. 12 ° M3ED i, 167 IOd TO UOQ.. JSP: WOOD (aJ lod) HG _� : !0350 — - - HUGT-3 - -- 93'05 - --- (2) a/4' ATR. IN HIGI-I 5TRENGTA EPDXY 'Y N- 12' E'IBED), (1a) IOd TO WOOL "USP= WOOD (a) IOd) LGT3-5D52. 3 as _ Urs T 3 5330 [L, SDS 4 '/2' TO GIRDER. '4) 3/a" x 5' TITEN ,-,p TO L_ (JSP. CON'C. (4) 3/8' X 5 W_DGE BOLT, WOOD :2) Ua25; 1O P RA L_- TO W4 -L r7 --- — - -- -- - LTA2 14 a ERS ND�CULAR TO LFTA I '555 (10) Iod x I/- (uSP� 'IO ".Od x WA 1 a. � _ ON FOR SiMPoON vGT NO USF CONY -R51 'L 'a' .%.TR N HIGH STRENCT' EPDXY (M'N 2' "IB_D�, Ila SG5 I/ ,(3 TO WOOD C2)'/GT TIa5 NO USP CON7ERSION FOR 51MP50N (') `/GT) 5/0 47,R IN NiG-H 5TRENG7H EPOxY .MIN 12 cMoED1 .3_J-5DS 1/4:13 / 2 FLY M-5-12 1000 P'ITW 12 '595 (14)10,1 x 1 1%2' CUSP. (14) Iod x 1 lit "4J IOd: — o,-IT-J aG — --- 4444— 16 — --- 650 -- (16 - .Od IOW x IIT 0i IOd -47,5--0 Iti o T r4TW 20 2045 )24. Od x 1 1/2' "USP: IOd x _ `_O) Od' _ 4444-- ":O) �00) W H. .4 145D -' HTW 24 2045 241 loo x I ?" (USP: •d) 100 i ,_ - --- - TA 12 --- 4444- _ O ; (10' IOd USP: 10) IOd _- - -- - - ------4444-- _ 35 � , 1a ,aG 4/ 1Gd J5P:4) 10 d M571 13 0 M� ..1 13 X315 4444-- ICo J5P: ) '.Od - - ^1ST"'1 40-t ---- 150 �. IOd J5'�: 8 Od a_ - - "IST 30 Oe� M 3'/` -- '.40 — - T IOd UaP: Od Q - - -- -- - — -- T-3' 0 O Mo. 30 2525 6 IOd JSP: 2 )Od 3500 K .36 3090 - - 'Od L1' )__- ___ M5T' ^a 0065 KToI da 4_SO 40 4a� IOd x I I JSP: +/ iOp I � _ (�, 4a) Od (J� LFTA o 1595 F_ATEa, (81 ad TO STUDS : Ia, a d 1 1/ , ad, — -- - sF - -. 4s / ) I - T J5P: Od x I C aTUDa � �d x - : ° rc s JDa 4444-- sF aaa 3a 0 TO ), -" TCB .-.M 4' ac x Y�" -O POST. -5F: POaP_.-+T_ Lo 045 '., HHCP 2 �- III TRuaa. 'I i �Od X ,,TO �pr. 0) Od r /2 _ -....HCP_ 340 FRT A,- 2180 10d5 TO Uo (a' IOd iC �' I/2" TO a:ATE /GTaa _D44__-_ - PND I' Tz3 TO WCOr'.^ 10 5DS I;� T T U„' T-IRESDE g ROD, =) uU a F J5P: Dia A R M!N l E xD E N -4 rN 5TR_N1 EPDXY , 0; :U5W WOOD o ^� L5 - - 'O 4 -5 [ti vGT e -D-B 4e40 TC/ 10 510 I&) -51D5 ,4'x3" WOOD, CB 3 STUD FOL W/ RCD, , NUTS/W H-R/'PLY USF. 1/1 - ATR MIN T E'IBED a_- !N H GH STRENG.H -FOXY. (4) /a TRU-1-0, TS ABU 44 2200 ooeIe FAU 44 2555 6715 (I) 5B° AT.R. IN LIC- 5-RENGTH EPDXY. (MIN, 1' EMBED) IN GONG_ (2) "0d -C WOOD JSP: SAM 45 SIMIFSON A�iJ 0e -300 2000 CAU as 2535 3x15 (I) ,3 a 4 R. IN NIGH 5-RENGTH FCX (PEEN. 1' FMBED.) IN GONG. . 2)160 ^ - OC -0 D QaP: SAME A5 5IIY-50N __ -. 3_'O L S 9 1205 cNsT-J OX .-r ° 1-4 Rr M .i ) 3-' R_ IN ,-; I N. l' EMB ) N C110drON., (a Od 'O OCD JaP: SAME AS S MPSON _771 LT 1500 LT5 2OB 1',05 (U J ATR IN H'GH 5TR N{s H FOXY MIN EMB D) 1N z'ONC., ll0)Od TO -OOD _OB --� U5F. 3,'4 A R MIN 1 EMBED _ IN HIrH TR_NGTrI =FOX -,(IL) !Op 0 d x I P"', 2 _I 5/a, ATR. IN 14[1,.4 57RENG- OXY MIN, T EMB D) N CONT Oa) D°IO x tU5F: (^_0 !ad X 2 1;2') uF�TT4 -.455 TT^5 465 '1"o U P ^5 "'1 �E NAII OPTION5.:20' Od 20 2 :_p d 2 !/ <( "TTS 1. 0 I a,a '.T.;R, IN HIGH 5TRIENGTrl EFOXT 'YN, 1' MBFD) :N CNC ' ) led X : 1/2' (USF .20) 16d X 2-1/2') 5090 .-7.45 430 a '0,a !Od x _^O) Id x IUSP NAS -CRENA TIO '_ 'P%;D '.I 'lil ,^490 HHDQ!I-SCS'3r^- U I' 47.R '.N IGoT Nr I-4 E 0.1 (MIN. IO _I-IBED.. IN GONG 4. S__x2i' "WOOD SCREW rU P: _ i W53 WOOC SG _W5) - -' IN GONG_,!3) UD TO WOOD (USF: (4)'7/a' HD1B aa45 TDX IO 5110 (1) 1/a' A_B_ IN HIGH S-RENGT°, =FOXY :MIN, EMBED 3/4' BOLTS BOLTS) 51MPSON 1 U 3'4 ATR N NIGH STRENGTH FOXY, 'MIN a.15' EMBEDMEN i IN GM,U- TOP, (U 3/4' f R. IN IG' 5TRENG EFOXY CMN. e a _YBEDM NL IN CMU. FAC= (a)Od TOB M MBH. »a� 3415 5330NFM35XI2J 31'05 1130 U "1) T BOLT Wl MIN'MUM MBE-` ! NOT '_ T"AN 4' FROM E1_1_= OP SONG W'/ /4 DIA ITW (n R-1,-157T;R_DrIEAD ✓YN 4 BOLT o -_-✓E 4NG_OR Of- E0, W/ MIN, 5' EMB -.i D= .-' N T -Er IN TILE F4CE' (4) IOd AT Cy -___ _ ,_---____� T ._. 3O FLR) NJSC ',iJCOr' 3 35 3 ROOF) -, 1.5412 F 3050 25 (ROOF) (10) lep C I -.E. Ied T AD R O WOOD USF: 5A"^E AS S.MPSON �- -5 - 9 HUG410 GI -i' _,10 5055 NG�IO IF: i ,,05 __- . 11 -- F T ; TITEN i 9 F_R ANG_) _.CMU_: !O) Od O WOOD UaF ' - x. 3' W53 5CR_L5 Od C WOOD.___ S r,uG210 (CMU, a1O aOaS ' ' 2 T -!D_IP -_IF 905 3115 TO J.O D: (USF. 6: 1 5 !Od 'O WOOD (la) /4"2-3/4' T T -N i9 PER _ ANG_, C CMU, O) x 3' W53 SCR"U; --- -4444_. 4444 "C210-3 r'^'IU) alo 4000 -1-10-31- -._4( I 900 ala ..l - ^ IOd R= (la. x . 3 -.' T'T N 9 FER P ..,NG=) r0 CMU, O �Od TO WOGD: (Ue :.(Ia> 1/4' x 3 JJ53 5C'_W5 "0) 'Od TC WOOD Lr UM '0 's 5DS 1430 5595 '- r NO Uar �ON /E RS.GN FGR S.MPoCN LGCM,a _ r -x 2 . r. ,. (4) 3B' x T:TEN ND ANGNGR 2 FER N) TO CMU, - I/4' F _ 1,2 5.ia SCREW5 TO WOOD 6 GH a RE°NGTN EPDXY : 5'MF5ON '5E: EPDXY-TIE'. CONTACT THE ARCHITEGT/ENGINEER OF RECORD FOR WRITTEN APPROVAL FRIOR O 5Ue5T,TU7IN1, POR SIMILE R EFOXY FRODUG"a OR USF - C14 4D:4E5 VE ANGHCRING- SYSTEMS, WHERE ANCHOR EIMEEDMENT 15 GREATER THAN 1' DEEF, THE VERTICAL CELL IN CP9,U. WAL_ MUST BE FILLED SOLIC m/ GROUT. + IOd COMMON NAIL5 GAN BE SUBSTITJTED WITH IOd x IG' N41L5 N CONJUNCTION LITI-! A 23% REDUCTION IN THE A'_LO.ilABLE '_OAD. WRITTEN APPROVAL FROM THE ARCHITECT iS REQUIRED FOR TH15 4FFLO47ON PRIOR -O 'NST L AVON. :. MINIMUP'M EMBEDMENT NEO THE -OF 0= A BONDBEAM ,L'ILL EE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION W.L_ E - La J I- 4T_R. A 301 L 7H AD ROD (a.ZE, FRCTEGT:ON TYFE, LENGTH E -C. VARIES% 5ECAJ5E 0= TtLIE U)DE VARIE-Y Or [-IATER!A, 5, LOCATIONS, AND GONDI7ION5 THAT MAY 4=FECT GCNNECTGR5, THE CONTRACTOR MU5T BE RE5FON3'8_E FGR MAKING SURE THAT -E FROFER CORROSION FROTECTION 15 J5ED. WHEN U51NG STAINLESS STEEL GONNEG'ORS, USE S'AlNLESS STEEL FASTENERS WHEN UC"NG ZIY4X / HDG GALVANIZEC CONNECTORS, USE FASTENERS GAi_VANIZED FER 45TY- e,3 USE OF E/F4N5`ON ANCHORS WILL BE EVALUATED ON AN INDIV'DUAL BAS'5 AND MUST NAVE WRITTEN APPROVAL PROM THE ARCHITECT/ENGINEER OF REGGRD PRICK TO ➢5E. ALL CONNECTOR VALUES EASED ON SIMF50N "WOOD OONSTRUCTION CONNECTORS C-2013" HIGH WIND -RESISTANT GONSTRUCT'ON C-=1WO9, AND ANCHORING 3 FASTENING 5Y5TEMS FOR GONGRETE 4 MASONRY CATALOG 0-5-115 -.0 - DEADER SPAN CHART (I4E,4r:)ER SIZES FER CI¢ART, U.N.OJ SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4" TO i' -O" 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 ry UP TO 5'-0" DBL 2 x 8 5'-0" TO /0'-4" DBL 2 x 10 9,'-4" TO S"-0' DBL 2 x 12 V-0' AND OVER Av- Z x 12 (#2 SYP) l/16° OSB (TYP.) NAIL (3) 126 &"-8" O.G. TYP. 2x12 BM./HDR. C ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (1`0 UP TO 5'-0" TO V-0. U.N.O. 4'-11 1/2"" 1/2'1,_11 1/2 AND UP NUMBER OF HEADER STUDS `' O SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U,N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N,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. Im 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. FEXTERIOR I„1A50NRY RG. HEIGHTS FTM LOAD PRG, WALL TRUSS TO 4X4 POST UJ/ (1) NT5-20 POST TO BE CONTINUOUS DOWN TO TOP OF BLOCK UJ/ NTT -4 0 CJ5 CJ3 Cil C05E LINE OF 15T FLOOR PELOW i I TRUSS TO 4X4 POST UJ/ (1) HT5-201 POST TO BLOCK UJ/ NTT -4 TRUSS TO 4X4 POST UJ/ (1) HTS -20 (SOLID BLOCKING MUST BE POST TO BE CONTINUOUS DOWN PROVIDED BETWEEN SUB FLOOR TO TOP OF BLOCK UJ/ NTT -4 AND TOP OF BLOCK) m L Lb cYl r r F_ r r I— r r F_ U U U71,U U U _ 1 / D5 -i n H—it--._ L --II ,7 CJI �_ II II � II II II '' II II II II II II II II II II II ; CJ3 CJ 5 L = — — — — IL_L_L1-1-1— — 1 — — — — 1--_- -- - - --- - - - - - - = AO1G -----..- - A02 _ _ _ _ _ — _ _ _ _ = A03 lF- i Q 1 _ _ = A04 I II I II �T' I I X IN 1 111 A05 Lu AOG - - — may-} - - - - - - T - - - - - - - - - ASC/ I - - - AOO 1401 -� - _ _ _ _ I III — — A0G cv1 I �f' _ --�- _ _ _ _ _ _ _ _ _ _ _ _ A05 ATTIC _LACCEE _ - A04 1 � I A03 r02 _ _ _ - - _ -_ _ _ = 0) T _ _ _ _ -- - � Q d)TT 'I P 0-f vo �I POG rk I V10F - - - - - - � � P05G F --- II II II II II II II =`� I CJ3 U v UCJI � n II li I II n II II II n II � , � GJI DPL - - - L -.F -,_ STUD D5 'I -- -- - -LINE OF IST FLOOR PELOUJ me -14-j No :14:11- TRUSS TO 4X4 POST UJ/ (1) MT5-12 POST TO BE CONTINUOUS DOUJN TO TOP OF BLOCK UJ/ NTT -4 A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 mmufflEwwro SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.026/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA 12018 ;ACRA AR NO 93723 DATE: 8/3/18 z SHEET o OF U `' O o d W W W w v q � w a. C7 a � mmufflEwwro SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.026/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA 12018 ;ACRA AR NO 93723 DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET o OF U `' w o W W W w q � Q W C7 a � r7 � a. I �D C9 � W F Lo Lo [ti q � � (D 0 mmufflEwwro SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.026/00001 PAGE: SECOND FLOOR ROOF FRAMING PLAN ARCHITECT: STATE OF FLORIDA 12018 ;ACRA AR NO 93723 DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET o OF U f f f f s f T f f f f 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 pawwwwwwo FEZ ARCHITECT: STATE OF FLORIDA DATE: 8/3/18 SCALE: 3/4"=1'-0" SHEET O F 7 S f MLECTRICAL LEGEND 5YM50L DEFINITION NOTE5 110Y OUTLET EQUIPPED W/ GROUND FAULT 3066 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 9,198 (2) INTERUPTER (TAMPER RESISTANT 3000 (1) LAUNDRY CIRCUIT AT TYPE) (1) IIOY FLOOR EQUIPPED W1 GROUND FAULT (1) OUTLET INTERUPTER (TAMPER RE815TANT (1) DISHWASHER TYPE) (1) IIOY SWITCHED EQUIPPED W/ GROUND FAULT (1) OUTLET INTERUFTER (TAMPER RESISTANT TYPE) IIOV GFI EQUIPPED W/ GROUND FAULT INTERUPER (TAMPER RESISTANT FIRST 10 KVA OF GENERAL LOAD AT 100% OUTLET REMAINDER OF GENERAL LOAD ® 40%= 26,344 VA x (.4) 10,538 TYPE) 20,538 220Y OUTLET 4 WIRE CONNECTION rI p EXTERIOR TON AIR CONDITIONING UNIT j WATERPROOF OUTLET KW AIR HANDLER HEAT PUMP#2 AT 65% 3250 SWITCH TON AIR CONDITIONING UNIT 3 SWITCH 3 -WAY OPERATION 4 SWITCH 4 -WAY OPERATION D DIMMER SWITCH TOTAL LOAD (.� WALL MOUNTED CALCULATED LOAD FOR SERVICE LIGHT 39,338 VA / 240 V= 163.91 200 AMP SERVICE WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN O. VAPOR PROOF RECESSED CAN VENT FAN PENT FAN W/ LIGHT 24' LIGHT STRIP 48' LIGHT STRIP O FUORESCENT WRAP AROUND )_ 24' FLUORESCENT 48' FLUORESCENT PANEL STRUCTURED WIRE PANEL I METER SMOKE BATT. BACK-UP V HARDWIRE DETECTOR INTERCONNECTED ® CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED SMOKE / CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR COMBO INTERCONNECTED PENDANT LIGHT TELEPHONE JACK 4 CCAS OUTLET ® CEILING FAN / CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ LIGHT BOX MARKED A5 SUCH FOR INSPECTION GEILNCs BOX REQUIRED TO BE O J -BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION ® SPEAKER PRE -WIRE lip FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR COND. DISCONNECT TV TELEVISION JACK EMERGENCY LIGHTING O DOOR CHIMES NOTE: -PHONE OUTLET5 4 TELEV15ION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -,ALL RECEPTACLE5 IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: ESTERO BAY MODEL LOAD INFORMATION VA 3066 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 9,198 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 1500 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 4500 (1) DISHWASHER 900 (1) CLOTHES DRYER 5000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 36,344 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD ® 40%= 26,344 VA x (.4) 10,538 TOTAL NET GENERAL LOAD 20,538 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 20,538 NET TOTAL HEAT 18,800 TOTAL LOAD 39,338 CALCULATED LOAD FOR SERVICE 39,338 VA / 240 V= 163.91 200 AMP SERVICE TRANSFORMER BANK: 50kVA VOLTAGE: 1620/13200- 240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE+ (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE LINE (3) 1 THHN/THWN COPPER CONDUCTORS, (1) G TNNN/THWN COPPER GROUND IN 2'' CONDUIT. NEMA 3R COMBO DISCONNECT M AND METER CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX 200 AMP ELECTRICAL fRISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL GOMPLY UJ/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 200 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TERMINAL AT LOUD VOLTAGE CONNECTIONS PROVIDE *4 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX EXTENDED LANAI J / I I W. G FI L� T - - - - —. -- - — �T ® _ 3r DINETTE \ \ \ \ �I �2 FAMILY RM. Yo� I =1I GF11 — FAN/CEILING / / r� � CFI Q / PR—UJIRES / �® - ®y 'w ALU y—� / / � I' / 1ST. FLR. BDRM. ' �I I — 1 `T — / / FAN/CEILING GFI I KITCHENL 1:'. �� / LL - -OOPS GP I , — _ — — A S.D. ( — — � F_ L --- I )k' - I REF. 1 cv . — i i 0 I I rte, I� I n I G.M.D- \ IHALLWAY — jl�- C.r'LD. o � DINING - /LIVING ROOMWH t — FAN/CEILING \ _E4 PRE—UJIRES I 2—CAR GARAGE _ �---- — FOYER _- I, „ n 1 AFI --- - 'n.F.F� GLC. tiff -71L, >® OUTLET W.P. IV �D GFI \ ()LL / '(O ENTRY UW.P. / 0,; I i ® — GOAC LIC3H I Isla 4111 @1 iiiiii llll�� I Ur I -- — — T_ GOND. GOND- AGI / Go^c-+ LIGHT A R C IN IT E C TS 1441 N. HVIVALL) HLACiAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 awwwwwas SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: F'IRS'T FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA (JC\fl A 2018 CRA AR N0_9372 DATE: 8/3/18 SCALE: SHEET 8 OF 0 S f I S S S F—ELIF-CTRICALLEGEND SYMBOL DEFINITION NOTES IIOV OUTLET INTERUPTER EQUIPPED W/ GROUND FAULT (TAMPER RESISTANT TYPE) IIOV FLOOR EQUIPPED W/ GROUND FAULT OUTLET INTERUPTER (TAMPER RESISTANT TYPE) IIOV aWITCHED SWITCHED EQUIPPED W/ GROUND FAULT INTERUPTER OUTLET (TAMPER RE515TANT TYPE) IIOb GFI EQUIPPED W/ GROUND FAULT INTERUPTER OUTLET (TAMPER RE51$TANT TYPE) 220V OUTLET 4 WIRE CONNECTION 0 w EXTERIOR WATERPROOF OUTLET 5WITCH 3 SWITCH 3 -WAY OPERATION 4 SNITCH 4 -WAY OPERATION DIMMER SWITCH (01 WALL MOUNTED LIGHT 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 FUORE5CENT WRAP AROUND 24' )� FLUORESCENT 48' FLUORESCENT ' PANEL STRUCTURED WIRE PANEL Hum METER O' SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT. BACK-UP V HARDWIRE DETECTOR INTERCONNECTED o SMOKE / CARBON ® MONOXIDE BATT. BACK-UP HARDWIRE INTERCONNECTED DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET CEILING BOX REQUIRED TO BE ® CEILING FAN / 5UPPORTED IN ACCORDANCE W/ LIGHT BOX MARKED AS SUCH FOR N5PECTION CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED A5 SUCH FOR INSPECTION ® SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD [ DIGITAL KEYPAD I�I WATER HEATER u DISCONNECT AIR COND, DISCONNECT TELEV15ION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PRONE OUTLETS $ TELEV15ION JAGK5 TO 5E I)ETERMINE[D BY 5UILDER / HOMEOWNER -ALL REGEPTAGLE5 IN HA51TAE3LE ROOMS ARE TO BE ARG FAULT AN[) TAMPER RE515TANT TYPE LINE OF 15T. FLiZ. 5ELOW NUJ WAX. O.BATH'�� OWNER'S I ,Iry ,�� - -� - - ,�- SUITE / h' PRE -WIRES / V.P. L {0 LAV. LAV-- `�2`x&0` GF:I r / TUai o W.I.c. �I I I I FAN/CEILING 5.D. _-- - - - -- � - V PRE -WIRES_ _ -- \- - - - \\ A/G \ \ BDRM. 2 Tum �`- \ BATH# 1 T \ ;O \ I GF1 44" I ' y ALV A_ -- E= .F.F. �o a LAUN . I rl � O IN i - -�- � ATTIC i S.D. O FAN/CEILING \ PRE -WIRES \ FAN/CEILING FAN/GE PRE-U11RE5 ' \ \ = _ —� \ PRE -U) I BDRM. • .3 \ � BDRM. 4 L I � � v vv II I I \ I1 \\ (LING I RES II I OFT I LINE OF 15T_FLR. 5ELOW SECOND FLOOR ELECTRICAL PT 'IN J -di I 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 9 c) a n� H ti � o q � moommum s mmw� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: ECOND FL00 ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA DATE: 8/3/16 SCALE: 1/4"=1'-0" 1 SHEET 8 A OF 0 Q 0 w x E � o moommum s mmw� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: ECOND FL00 ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA DATE: 8/3/16 SCALE: 1/4"=1'-0" 1 SHEET 8 A OF 0 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: NBRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 130 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUM JAMB. INSTALLED PER SECTION 8905 OF THE FBCR,FIRE-ENGINEERED DO NOT EXCEED 4° DO NOT EXCEED 4° STH EDITION (2011) GABLE ROOF TRUSS 8" CMU BLOCK 8" CMU BLOCK o (TY AN ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES 2" DRYWALL �„ " z° DRYWALL WINDOW/DOOR JAMB OVER ROOF SHEATHING PP D AT FIRST (2) BAYS P.T. Ix4 or x4 MIN. METHOD PER "NAILING 5GHEDULE" P.T. Ix4 or 4"x4" MIN. 1x4 or 1x2 P.T. NAILER 4 1x4 or 1x2 P.T. NAILER 4 BLOCKING FASTENER (4'-0" O.G. @ SHEATHING SEAMS) (5EE WINDOW/DOOR JAMB BLOCKING (5EE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT DOOR CA51NG FASTENER SCHEDULE FOR ATTACHMENT' SCHEDULE METAL DRIP EDGE DOOR CASING 2x6 SUB -BAN STIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW VENTED ALUMINUM SOFFIT I, OVER 4'-10" HIGH DOOR JAMB /WINDOW MEMBER W/ (2) 12d NAILS 8" FROM 8" TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING (ATTACHED TO BLOCKING P.T. 1x4 or 5"x4" MIN: PER MFR'S SPECIFICATIONS EACH END and 18" O.G. MAX PER MFR'S SPECIFICATIONS) 4 ( ASTM C92�) OVER PAPERBACK SECURE THRU FRAME INTO BLOCK W/ PER EGURE P.T. 2x8 TO BLOCK W/ I/" x 9" (1) "' TAPCON (MIN. EMBEDMENT 14") EXPANDED METAL LATH, OVER APPROVED - 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN hh ANCHOR BOLT W/ 2" WASHER, SET IN WINDOW TO BLOCK (+3) 8" FROM EACH END and @ 18" O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT f- SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+%4 or +%49�) 99 or METHOD PER "NAILING SCHEDULE" (6MIN. EMBEDMENT 32 O.C. MAX) DOOR JAMB TO BLOCK (+%4" or +%4) DOOR JAMB TO BLOCK (+3) (1) DRIVE PIN, 8 FROM EACH END and IS" O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE4A SCALE: 1'=I'-0' 4E SCALE: I'=1'-0' MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 W/ 12d NAILS 8" O.C. MAX _ x; ;:, , , '� ;. X, 7B NT. 2x4 AT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4" WA2 0 R TRUSS W/ (2) 12d NAILS PLASTIC OR METAL WEEP 5CREE INSTALLED @ MID -POINT OF TRU55 SPAN NOTE: NOTE: NIM AS NEEDEDP.T. 2x4: 2" TEXTURED CEMENTITIOU5 - - -_ or 10'-0" O.G. MAX SHIM AS NEEDED T E P ASTM TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK W/ ll) i6" rAPCON COATING MIN. (PER - ° ; 1" �° I I _ —BATT OR BLOWN -IN INSULATION p0 NOT EXCEED 4 DO NOT EXCEED 4 (MIN. EMBEDMENT 1 4) 8 FROM EACH C92G) OVER CM - (R -VALUE PER ENERGY GALCS) END and 0 18" O.G. MAX GYPSUM BOARD OR " HIGH STRENGTH 8" CMU BLOCK i„ 8" CMU BLOCK ®r CEILING BOARD 2 DRYWALL Z" DRYWALL (1) DRIVE PIN, 8 FROM EACH END and P.T. 2x o 18" O.C. MAX BLOCK WALL SECTION — GABLE ROOF oNc. FILLED U -BLOCK �/ (1)5 (5EE WINDOW/DOOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER P.T. 1x4 or 5 x4" MIN. Ix4 or 1x2 P.T. NAILER 1 CONTINUOUS REBAR DOOR CASING (5EE WINDOW/DOOR JAMB BLOCKING �" OSB (4" WIDE MIN.) MIN. SHANK 51ZE .145 SINGLE STORY SCALE: 3/4°=I'-0' FASTENER SCHEDULE FOR ATTACHMENT 16 FASTENER SCHEDULE FOR ATTACHMENTi-- DOOR CA51NG MIN. HEAD SIZE .300 POOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4" (ATTACHED TO BLOCKING MEMBER W/ (2) 12d NAILS 8" FROM DOOR JAMB /WINDOW 5HINGLE5 OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS7 EACH END and Q 18" O.C. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) P.T. 2x(: F:5� OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, 1 >> NOTE: SECURE TO BLOCK W/ (2) i�" TAPGONS STH EDITION (2011) WINDOW TO BLOCK (+1 /) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4") 8" FROM EACH DOOR JAMB TO BLOCK (+tY2") THROUGH NONSTRUCTURAL MEMBER (Ix or 16" OSB) END and @ 18" O.G. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT W/ �" rf" ON MIN. 14" EMBEDMENT INTO BLOCK ®r METHOD PER "NAILING SCHEDULE`) 4B SCALE: 1'=I' -O' (2) DRIVE PINS, 8" FROM EACH END and � 18" O.C. MAX RE -ENGINEERED ROOF TRUSS WINDOW TO BLOCK (+3yt 6") MIN. SHANK SIZE .145 EMBEDDED STRAP BATT OR BLOWN -IN INSULATION MIN. HEAD SIZE .300 (PER PLAN)-- (R -VALUE PER ENERGY GALGS) NOTE: DOOR JAMB TO BLOCK (+3 %6) MIN. EMBEDMENT 14" ,- _ SHIM AS NEEDED SCALE: 1'=I' -O' 4 � t x�xTO PLUMB JAMB. METAL DRIP EDGGYPSUM BOARD OR l" HIGH DO NOT EXCEED 4" P.T. 2x8: 3i 2x(o SUB -BAN - STRENGTH CEILING BOARD SECURE TO BLOCK u�/ (2) -5` TAPCONS - - 8" CMU BLOCK i �� VENTED - - ONG. 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 18" O.C. MAX PER FLAN (5EE WINDOW/DOOR JAMB BLOCKING TO PLUMB JAMB. or —PREGL;ST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16 035 (4" WIDE MIN.) I (2) DRIVE PINS, 8" FROM EACH END and _ F1p0 NOT EXCEED 4 � 18" O.C. MAX WINDOW (PER PLAN), - (SIZE AND REINFORCEMENT DOOR CASING ATTACHMENT PER MFR.7 PER PLAN) DOOR JAMB /WINDOW MIN. SHANK SIZE .145 (ATTACHED TO BLOCKING 8" CMU BLOCK SPECIFICATION PER MFR S SPECIFICATIONS 2" DRYWALL MIN. HEAD SIZE .300 P.T. 1x4 or 4"x4" MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 4" NOTE: (5EE WINDOW/IDOOR JAMB BLOCKINGP.T. Ix (4" WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-5TRUCTURAL MEMBER (lx or 16" OSB) POOR CASING P.T. (2) 2x4: (R -VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL PRECAST OR POURED IN W/ 16" TAPCON MIN. 14" EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB / WINDOW SECURE TO BLOCK W/ (U 4" TAPCON TO OCKING (MIN. EMBEDMENT I I-") 8" FROM EACH PLACE SILL (PER BLDR 2" GYPSUM WALL BOARD EACH END and 1@ 18 O.G. MAX (ATTACHED BL 4 TEXTURED CEMENTITIOUS i) 05 REBAR VERTICALLY IN WINDOW TO BLOCK +1 1� PER MFR'S SPECIFICATIONS) END and � 18" O.C. MAX C ( 16") or COATING MIN. (PER ASTM CONC. POURED ELL 15 NOTE: (1) DRIVE PIN, 8" FROM EACH END and C92(o) OVER CMU—'I (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 16) STRUCTURAL 2x MUST BE ON OUTSIDE & SECURED 0 18" O.G. MAX 8" CMU �- - _ 3.. 4 P.T. FURRING STRIPS 16�� O.G. 4C SCALE: 1'=I' -O' THROUGH NON-STRUCTURAL MEMBER (lx or i�" OSB) MIN. SHANK SIZE .145 W/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 a' OOD BASE MIN. EMBEDMENT 1 4° - NOTE: WINDOW TO BLOCK (+3yl 6") SHIM AS NEEDED 7 >P.T. (2) 2x�: I To PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6) ,,, I" 4G SGALE: 1°=1'-0' SECURE TO BL OGK W/ (2) 4 TAPCONS ONCRETE SLAB DO NOT EXCEED 1„ (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 14) 8 FROM EACH 8" CMU BLOCK END and o 18" O.C. MAX s a AND REINFORCEMENT) i„ ®r XTERIOR WALL FOOTING Z DRYWALL UPLIFT UP TO 1,115 lb (SEE FOUNDATION PLAN FOR SIZE P.T. 2x 1x4 or 1x2 P.T. NAILER 51MP50N HT520 w/ (10) 10d NAILS TO TRUSS & (2) DRIVE PINS, 8 FROM EACH SND and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (5EE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) ," 18" O.C. MAX 2 SINGLE STORY SCALE: 3/4 -0 FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIZE .145 POOR JAMB /WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING UPLIFT UP TO 2,350 lb ONTINUOUS BOND MIN. EMBEDMENT 14" PER MFR'S SPECIFICATIONS BEAM BATT INSULATION ADHERED TO CEILING s" GYPSUM BOARD OR 2" HIGH (2) SIMPSON NT520 EACH SIDE OF TRUSS W/ BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS (4) 4.°X2 4° TAPCONS ---- P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUT511DE 4 SECURED INTO BOND BEAM 1 - THROUGH NON-5TRUCTURAL MEMBER (Ix or 16" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SECURE TO BLOCK W/ (2) 4 TAPCONS r (MIN. EMBEDMENT 1 4°) 8" FROM EACH R n1 - # ! w/ 1(031"TAPCON MIN. 14 EMBEDMENT INTO BLOCK _ _ _ _ _ and 18" O.C. MAX TAPCONS MIN, or 1 2" COVER (2) DRIVE PINS, 8" FROM EACH END and ®FFNN- 22 X 3� MIN. 00D CASING AT SIDE WINDOW TO BLOCK (+2 /4) " 0 18 O.C. MAX � 2 APART ATTIC ACCESS NOTE: ATTIC ACCESS WHEN PROVIDED AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") TRUSS ANCHOR RETRO -FIT MIN. SHANK SIZE .145 3 MIN. HEAD SIZE .300 SCALE; N.r.S. SHALL COMPLY WITH MIN 30" HEADROOM WOOD CA51NG 4 GYP, 4D SCALE: 1°=r-0' S SCALE: N.T.S. MIN. EMBEDMENT 14" PER 8801.1 OF THE FBCR 2011, (oth EDITION BOARD (TYP) A R C H ITEC T S 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ummu i m " m OWN SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA ROLAN® A.ABOUCHA►CRA AR NO 93723 A DATE: 8/3/18 SCALE: 1/4"=1'-0" 1 SHEET D I f I ° ° ° ° ° ° P NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE PRE-ENGINEERED PRE-ENGINEERED 2x LBW (STUD SIZE, SPACING ROOF TRU55 ROOF TRUSS %6' 0.5.5. or %' CDX PLYWOOD - Sd RING SHANK GUN NAILS 4" O.C. 5UPPORTED PANT - _ LOCATION PER PLAN) EDGES AND Od RING SHANK GUN NAILS 'a (o" O.C. 0 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS 4" O.C. EDGEWISE. = EGURE 2x TO CMU w/ (3)%" x 9" 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. ANCHOR BOLT w/ 2" WASHER SET OU TO AT TO BTU OUSLE TOP PLATE TO STUD BLE P PLATE D IN SIMP50N OR USP HIGH � � � ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL -_ = STRENGTH EPDXY (�" MIN. e w/ 51MP50N SP4 (USP SPT4) w/ 51MP50N SP4 (USP SPT4) � - EMBEDMENT) E � 32 O.C. MAX � 32 O.G. MAX 2x STUD5 1&" O.C. MAX 2x 5TUD5 IG " O.C. MAX CDX EXTERIOR PLYWOOD or I/?" APA -RATED 0.5.5. (AS PER MANUFACTURER') - - - INSTALLATION SPECIFICATIONS) - 8d RING SPANK GUN NAILS @ 4" O.C. ,@ 5UPPORTED PANEL - NOTE: ll) ANCHOR BOLT ¢ UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND 5d RING SHANK GUN NAILS 6" O.C. INTERMEDIATE SUPPORTS. SEE DETAIL. LOCATED �" FROM TOP AND g y 2x CONTINUOUS 5TRE55 2x CONTINUOUS 5TRE55 ROOF SHEATHING TO GABLE END FRAME USE 8d RING SPANK GUN NAILS 4" O.C. EDGEWISE. TOP CHORD BLOCKING 4" Q BOTTOM (U NEAR MID -CENTER BLOCKING Mip-WALL BLOCKING MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C. MAX IN FIRST (2) FRAMING i SPACES 0 EACH EN � - LuEXTERIOR WALL SHEATHING -- -- PRE-ENGINEERED TRUSS - %6" 0.5.5. or %" PLYWOOD or %6" ZIP BOARD 5Y5TEM - 06 RING SHANK GUN NAILS 4" O.C. @ or RAFTER _ 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD PANEL EDGE5 AND 5d RING SHANK GUN NAILS 4' O.C. TOP $ BOTTOM PANEL AND ad RING ROOF SHEATHING--\ U #5 REBAR VERTICALLY IN SECURE BOTTOM PLATE TO SLAB w/ )HANK GUN NAILS ia (o" O.C. AT INTERMEDIATE SUPPORT). 5EE 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 8d ROUND, MODIFIED OR T 2 %a" .131 110,000 RING (16-20 RINGS PER INCH) GONG. POURED CELL (LOCATION PER PLAN) Y2` x 9" ANCHOR BOLT w/ 2" WASHER T _ SET IN 31MP5ON HIGH STRENGTH n EPDXY (OR EQUIVALENT) 6 z SECURE 50TTOM PLATE TO EMBEDMENT MIN. 32 O.G. MAX a _ ONCRETE 6LAE3 SLAB w/ (1) 10d CUT NAIL STUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR SIZE 32' O.G. MAX SIMPSON SP4 (USP SPT4) @ 32" - - AND RE INFORCEMENT) a J� O.C. MAX BUILDING LENGTH ONCRETE SLAB ONCRETE 5LA5 - -' —INTERIOR BEARING -WALL FOOTING (5EE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL J (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMINGANp REINFORCEMENT) INTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RING SNAN�uN NAILS 4" 0,(--.XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (5EE FOUNDATION PLAN FOR 51ZE TOP 4 E30TTOM EDGES (SEE FOUNDATION PLAN FOR SIZE • AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) a INTERIOR LBW TO CIU INTERSECTIONaA INGLE STORY L.B.W. W/ NO UPLIFT SINGLE STORY L.B.W. W/ UPLIFT SCALE: 3/4'=1'-0' SCALE: 3/4'=1' -ID' 4B SCALE: 3/4'=I' -O' u Sd RING SHANK GUN az NAILS O.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 A 4'-0' MINIMUM OVERLAP FOR TOP PLATE 5PLICE � :- LLt SECURE TOP PLATES w/ Iod COMMON NAILS o 4' O.G. v; 2-ROUJ5, STAGGERED u TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING z Q3 <1 u -7 T T T T T 1 - 1 T T- I OU5LE TOP PLATE TO STUD ,a 0 (0.5.5. TO BE STRUCTURAL GRADE) TOP PLATE w/ 51MPSON 5P4 (USP SPT4) zz 2x WOOD or METAL 5TUD5 32" O.C. MAX o C(NOT LOAD BEARING) 2x GONTINUOU5 5TRE55 a 8d RING SHANK GUN NAILS Q 12'BLOCKING MID -WALL z v -A O.C. IN FIELD E „ 2x STUD5 o 16" O.G. MAX w 2f Lu or UNLE55 NOTED OTHERW15E Sd x 3" SCREW SHANK BALLISTIC NOTE: 5T FLOOR 5TUD5 TO 2ND FLOOR 5TUD5 <1 ®1 Q ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN &'-0" ` 5ECURED w/ 51MP50N OR U5P M5TA36 v NAILS 12" O.C. IN FIELD ,4° T4G SUBFLOOR (ATTACHMENT " z - OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER "NAILING SCHEDULE') C14 TSG 5U5FLOOR (ATTACHMENT SHEAR WALL5. r METHOD PER "NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF THI5 DETAIL APPLIES AT ALL EXTERIOR IFRE-ENGINEERED FLOOR TRU55 SUB -FLOOR SHEATHING WALL3 AND INTERIOR )NEAR WALL5. RE -ENGINEERED FLOOR TRU55 ........... OU5LE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" TSG 5U8 -FLOOR DECKING GLUED- FOR WALL SHEATHING TO ALL EXPOSED MEMBER) TOP PLATE SPLICE DETAIL 2x STUD5 Q lb" O.C. MAX (0.5.8. TO BE 5TRUCTURAL GRADE) 3 OUBLE TOP PLATE UNLESS NOTED OTHERWISE SCALE: 3/4'=1'-�' 2" GYPSUM WALL BOARD 2" GYPSUM WALL BOARD 2x CONTINUOU5 5TRE55 2x CONTINUOUS 5TRE55 NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING MID -WALL F BLOCKING MID -WALL DIAGONAL BRACE Q CENTER OF TRUSS SPAN 2x4 BLOCKING BETWEEN S or ECURE 50TTOM PLATE TO SLAB w/ " HIGHEST RIDGE. TRU55E5 AT FIRST (2) BAYS / x 9 ANCHOR BOLT w/ 2 WASHER Zx 5TUD5 � 16" O.G. MAX SET IN 51MP50N NIGH STRENGTH DIAGONAL BRACE TO BE ANY SPAN 15'-0" OR (4'-0" O.G. SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6" GREATER (REFER TO TRU53 ENGINEERING FOR 2) 2x4 5YP 02 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE TO EMBEDMENT MIN. 0 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS 'a EACH TRU55 (DIAGONAL 5LAB w/ (1) IOd CUT NAIL STUD TO BOTTOM PLATE w/, 0'-0" - 30'-0" USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 32" O.C. MAX 6IMP50N 6P4 (U5P 5PT4) 32" 30'-1" - 60'-0' USE (3) X -BRACE (1) X -BRACE 0 CENTER & (2) BRACES x x x�a Ia4 DIVIDED EQUALLY FROM CENTER TO END ONCRETE 5LA5 ONCRETE 5LA5 (SEE FOUNDATION PLAN FOR 51ZE i (SEE FOUNDATION PLAN FOR SIZE 3TIFFEAND REINFORCEMENT) AND REINFORCEMENT) OVER 4'-10"" NACK HIGH ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER f' (SEE FOUNDATION PLAN FOR SIZE (5EE FOUNDATION PLAN FOR 51ZE (AS PER TRU55 ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L.B.W. W/ NO UPLIFT TWO STORY L.B.W. W/ UPLIFT SHOWN w/ cMU (FRAME CONDITIONA7B ��. �� X x,l x ' 5 A w 5 B ,- SCALE: 3/4 =I -O SCALE: 3/4 =I -,aSAME X -BRACING REQUIREMENTS) - . a - ONT. 2x4 RAT -RUN ATTACHED TO EACH - _ TRU55 w/ (2) 12d NAILS GABLE X- BRACING1 INSTALLED @ MID -POINT OF TRUSS SPAN 1 SCALE: 3/4' or 10'-0" O.G. MAX 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 pv� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 82065.026/00001 PAGE: SECTIONS DETAILS DATE: 8/3/18 1 SCALE: 1/4"=1"-0" 1 SHEET D2 I I t { I " " " I 2x RIDGE ONE SIZE LARGER THAN �RE-ENGINEERED TRU55 RAFTER 51ZE w/ MIN. (3) 126 NAILS j or MIN. (4) 10d GUN NAIL lxo' COLLAR TIE @ EVERY OTHER gaup°papa RAFTER w/ MIN. (3) 126 NAILS or s" GYPSUM BOARD OR m ��\ III ppppppppp MIN. (4) 106 GUN NAIL w 2" HIGH STRENGTH CEILING I SIMPSON VTCB or USP VTT uaBaauopp BOARD SPACING (1) @ EACH END 2x RAFTER o o SINGLE 2x TOP PLATE AND &'-0" O.G. MAX IxO NAILER SECURED TO TRUSSES BELOW w/ (2) 12d NAILS or (3) 10d 2" GYPSUM WALL BOARD J aaapapapa GUN NAILS @ EACH TRUE pppp �� I 1 A�Ap9pOpp � I — a 2x WOODS D 24 � OC o _ X u RAFTER TO TRU55 w/ 51MP50N ' I (SIZE PER PLAN) �� o ® MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ 51MP50N or USP M5TA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3)126 NAILS EACH END. SECURE BOTTOM PLATE TO 4 SCALE: 3/4"=1'-0' RE -ENGINEERED ROOF TRUSSES SLAB w/ 106 MASONRY OOF DECKING OVER PRE-ENGINEERED ROOF TRU55E5 NAILS 32" O.C. MAX TYPICAL VALLEY TRUSS CONNECTION�� 1 SCALE: 3/4'=1'-0" p 2X4 SECURED TO GABLE END w/ (2) 126 @ EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) (2) 12d SPACED I" - 0' O.G. MAX Qa WATER RESISTANT BACKERBOARD (DENSNIELD) 2x4 RAFTER @ 24" O.C. /2" DENSHIELD (SEAT DECK MUST BE SLOPED 1/2" MIN. TO PAN) 51MP50N L30 or USP A3INTERIOR NON—BEARING WALL P.T. 2x STUD 0 BLOCKING (EACH END)-- ry r / A WOOD 5TUg5 SCALE: 3/4'=1'-0' or CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT RE -ENGINEERED TRU55 LEAST 4 INCHES) AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING EACH RAFTER P.T. 2x4 5TUD5 AND FIBERGLASS PAN APPLIED I6O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) s" GYPSUM BOARD OR VA�1�5 PER PAN INSTALLATION 51MP50N H2.5A or USP RTIA 2" HIEN STRENGTH CEILING 0 SHOWER PAN EACH RAFTER TAIL CONNECTIO BOARD (FIBERGLASS OR CERAMIC) 6IMP50N L30 or USP A3 " TOP CHANNEL (25 GAUGE) TOP OF EACH RAFTER CONNECTION 3 /a TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS SHOWER SEAT FRAMED OVERHANG or 24" O.C. MAX) 2 SCALE: 3/4'=V-0' S SCALE: 3/4'=V-0' 2" GYPSUM WALL BOARD 3 %` METAL STUDS (25 GAUGE) ,@ 24" O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, A -—PRECAST LINTEL ATTACHED TO EACH SIDE @ 12" O.C. SECURE 2x TO CMU w/ (2) 16 x 3 TAPCONS 3 /8" BOTTOM CHANNEL (25 WITHIN 0" OF EACH END AND @10" O.C. MAX SECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO or BLOCK w/ CUT NAILS SLAB w/ 106 x I" MIN. MASONRY DRIVE PIN _ NAIL w/ WASHER 0 32" O.C. MAX. (MIN. SHANK 61ZE .145 _ 8 MIN. EMBEDMENT OF 0/4") �� ONCRETE SLAB WITHIN 0" OF EACH END AND @10' O.G. MAX - -- ---_� i (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) - WALL SHEATHING o (TYPE AND ATTACHMENT METHOD -- _ a ° W- I_ a PER "NAILING SCHEDULE") --- LL L �= - r 1 SECURE 2x(o MIN. TO BLOCK w/ -_- - T-- P.T. 2x8 STUD BLOCK (2)/.. x 9 ANCHOR BOLTS w/ 2 NOTE: 0 1 STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT B WASHER SET IN SIMPSON or USP NIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. (MIN. Gam" EMBEDMENT) -°uG" OpEN'NG (U� TO g'-°' INTERIOR NON—BEARING WALL LLI[L — --- METAL STUDS SCALE: 3/4'=1'-0' - -- -� 73 o - SECURE 2x(o MIN. TO BLOCK w/ -_- -- _- (3)%" x 9" ANCHOR BOLTS w/ 2" Z" TEXTURED CEMENTITIOUS ) REBAR VERTICALLY IN CONC. POURED -CELL (SIZE AND LOCATION PER PLAN) T WASHER SET IN 51MP6ON or USP -- COATING MIN. (PER ASTM RECAST OR POURED IN HIGH STRENGTH EPDXY (MIN. (o" C92!) OVER CM 1----- --'- - PLACE SILL (PER BLDR) 8" CMU BLOCK -- EMBEDMENT j e - --- EATH R STRIP MOLDING AROUND DOOR .• a _-- _- -_- -_-- (PER MANUFACTURERS SPECIFICATIONS) k 1 _ - -- -- - - 2x(o P.T. WOOD STUD SECURED TO FILLED - CELL w/ (3)Y2" x 9" ANCHOR BOLTS w/ 2" GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP NIGH (BY OTHERS - INSTALLED TO 2x(o P.T. BUCKS STRENGTH EPDXY (MIN. 6" EMBEDMENT) A R C H! T E C ITS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 papaquamp mmmummmmompma SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSIONTr 402) PROJECT#: 82065.026/00001 PAGE: SECTIONS/ DETAILS DATE: 8/3/18 SCALE: 1/4„=1'-0” SHEET D 3 " I I " S I 3 " S I SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PEP BLDR) REFER TO DETAIL I/D2 FOR GABLE BATT OR BLOWN -IN INSULATION X -BRACING REQUIREMENTS (R -VALUE PER ENERGY GALLS) OVER 130 FELT PAPER (OR APPROVED OVER 130 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED PRE-ENGINEERED ROOF TRUSS THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN —2x4 BLOCKING BETWEEN TRUSSES OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND DOUBLE TOP PLATE ATTACHMENT METHOD PER "NAILING AT FIRST (2) BAYS ATTAC ATTACHMENT METHOD PER "NAILING (4'-0" O.G. Q SHEATHING SEAMS) L SCHEDULE") SCHEDULE" METAL DRIP EDGE f ZII $" GYPSUM BOARD OR 2" HIGH METAL DRIP EDGE 2x6 SUB -BAN Z j: = AIL STRENGTH CEILING BOARD 2x6 SUB -BAN = STIFFBACK AT ALL UPRIGHTS VENTED SIMPSON SP2 (USP SPT24) g EVERY VENTED ALUMINUM SOFFI"i OVER 4'-10" HIGH 012 x 2" WOOD SCREWS ALUMINUM SOFFIT EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) ALL SPACER FOR CONDITIONS WHERE TRUSS AND ��R PL AN ONT, 2x4 RAT -RUN ATTACHED TO PER STUD STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLATE FEACH TRUSS w/ (2) 12d NAILS = 2x4 STUDS IG " O.C. (USP RTI(oA) STALLED @ MID -POINT OF TRUSS = WINDOW HEADER ALL INSULATION �„ PAN or 10'-0" O.C. MAX = (SIZE PER PLAN (R -VALUE PER ENERGY CALCS) a TEXTURED CEMENTITIOUS COATING MIN. = 2x8 BLOCKING (PER ASTM 0926) OVER PAPERBACK R ATT OR BLOWN -IN INSULATION, SECURED w/ (3) 12d TEXTURED CEMENTITIOUS COATING MIN. (PER PLAN), ATTACHMENT (R -VALUE PER ENERGY GALCS) NAILS EACH END a EXPANDED METAL LATH, OVER APPROVED , � _ (PER ASTM 6926) OVER PAPERBACK PER MFR. SPECIFICATIONS�� mLu 2 -LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE w/ %8" x 6" -= THRU-BOLTS � 32" O.C. MAX, then SECURE GABLE - 2 -LAYER WATER RESISTANT BARRIER, OVER METHOD PER "NAILING SCHEDULE') -- WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL TO 2x4 w/ 12d NAILS @ S" O.C. MAX WALL INSULATION - METHOD PER NAILING SCHEDULE � � ®r A- EXTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS SECURE GABLE TO DBL TOP PLATE w/ 5IMP50N = RYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS g TOP [ SIZE AND SPACING PER NOTE #21 " HGA10 24" O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER I: (or EQUIVALENT INSTALLED PER MFR'S SPECS) BOTTOM PLATE OF 2nd FLOOR WALL >cq GENERAL NOTES SHEET GN)] (SIZE PER PLAN BALL MOUNT RAIL BLOCKING ,.; J Or _ SECURE GABLE TO DBL TOP PLATE w/ SIMPSON f . T4G SUBFLOOR (ATTACHMENT SHEATHING MUST NOT BREAK WITHINM5TA24 o 32" O.C. MAX 1'-4" MIN. FROM 2nd FLOOR LINE FRAME WALL SECTION GABLE ROOF METHOD PER "NAILING SCHEDULE') _ RAILING DETAIL (or EQUIVALENT INSTALLED PER MFRS SPECS) 3 SCALE: 3/4'=V-0'�� (CANE: N.T.5. CONTINUOUS 2x6 w/ (6) 166 NAILS a BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS IS A NAILER FOR WALL SHEATHING '' � 7B NOTE: BATT OR BLOWN -IN INSULATION SHINGLES OR TILE (PER BLDR) WA2 - _ a" GYPSUM BOARD OR Z" HIGH (R -VALUE PER ENERGY CALCS) OVER #30 FELT PAPER (OR APPROVED -- STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR GROSS PRE-ENGINEERED ROOF TRUSl �<> PLASTIC OR METAL WEEP SCREE _ MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF ( AN) DIAMETER OF AT LEAST 14 INCHES (32 MM) DOUBLE TOP PLATE / THE FBCR, 6TH EDITION (2011) CONC. FILLED U -BLOCK w/ PER PL AND NOT GREATER THAN 2 INCHES (51 MM). X x ,' „ OVER ROOF SHEATHING (TYPE AND (1) 15 CONTINUOUS REBAR RECAST LINTEL IF THE HANDRAIL IS NOT CIRCULAR, IT �, x: X X X WINDOW (PER PLAN), ! (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDGE- ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR, PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE") SPECIFICATION MAX GREATER THAN 6 4 INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT 10 OF 2 i INCHES (51 MM). EDGES SHALL HAVE 8" TEXTURED CEMENTITIOU5 COATING MIN. s" GYPSUM BOARD OR 2" HIGH 4 MIN. CEILING OA -�— x =vX A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER ASTM 6926) OVER PAPERBACK STRENGTH CEL G B RD II ALL INSULATION < < EXPANDED METAL LATH, OVER APPROVED SIMPSON 5P2 (USP 5PT24) EACH 2X8 STUD PRECAST OR POURED IN (R -VALUE PER ENERGY GALCS) 2 -LAYER WATER RESISTANT BARRIER, OVER 1000# UPLIFT CONNECTOR PLACE SILL (PER BLDP i„ z WALL SHEATHING (TYPE AND ATTACHMENT �,--- 2 GYPSUM WALL BOARD METHOD PER "NAILING SCHEDULE" 2" TEXTURED CEMENTITIOUS 1) 15 REBAR VERTICALLY IN m FULL WALL COATING MIN. (PER ASTM-_ - LONG. POURED CELL 2x(5 SYP #2 WOOD STUDS 0 12" O.C. MAX 0926) OVER CM 2' - (LOCATION PER PLAN) THE CLEAR SPACE P.T. .. BETWEEN THE Y" DIAMETER ANCHOR BOLT f FURRING STRIPS 16" OC " HANDRAIL AND THE 12" O.G. MAX w/ T EMBEDMENT 8 CMU - WALL SHALL BE I %" w/ 2 DIAMETER WA5HEP c 2 GYPSUM WALL BOARD _ == _-WOOD BASE 2x8 SYP #2 WOOD STUDS 12" O.G. MAX - A �., SIMPSON SP1 (USP SPT22) 42 KNEEW LL - EACH 2x8 STUD a 7B 1) COURSE TIE -BEAM POURED A HORI�ONDTALLY WA2 CONCRETE w REB R ONCRETE SLAB- - _ = RECAST LINTEL (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL WINDOW (PER PLAN), --- (SIZE AND REINFORCEMENT --=-- ATTACHMENT PER MFR �XTERICR ND REINFORCEMENT) 34" MIN. TO 38" MAX A.F �. • ° . PER PLAN) WALL FOOTING j' (SEE FOUNDATION PLAN FOR SIZE a SPECIFICATION FRAME ON BLOCK MALL SECTION - HIP ROOF AND REINFORCEMENT) STAIR HANDRAIL t TWo STORY SCALE: 3/4'=I' -ID' 4A " " ,�, PRECAST OR POURED IN TWO STORY SCALE: 3/4'=V-0' z PLACE SILL (PER BLDR LLi z 2" TEXTURED CEMENTITIOUS ALL INSULATION 16d NAILS 8" O.G. MAX MIN�. COATING MIN. (PER ASTM OR PER ENERGY CALCS) a TEXTURED CEMENTITIOUS COATING . (PER ° 6926) OVER CMU ' 2x4 BLOCKING EACH BRAGS. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4) 16d NAILS TOP o a 2" GYPSUM WALL BOARD INTO TRUSS w/ (4) 16d NAILS @ EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT <u OF FLOOR TRUSS (TOP 2x4 SUPPORTS ° o 3� " SU F 00 (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND x a . 4" P.T. FURRING STRIPS 16" O.G. 4 T G B L R E ATTACHMENT METHOD PER "NAILING SCHEDULE" BOTTOM PLATE OF 2nd FLOOR WALL) �, " �4 TSG SUBFLOOR (ATTACHMENT � METHOD PER NAILING SCHEDULE � � � � � � U #5 CONTINUOUS REBAR,@ 16" O.C. MAX, IN ' EXTERIOR BEARING STUDS METHOD PER "NAILING SCHEDULE") o o CONCRETE POURED CELL 8d RING SHANK NAILS @ 4" O.C. [ SIzE AND SPACING PER NOTE z (VERIFY PER PLAN) MAX INTO BLOCKIN #21, UNDER CATEGORY TIMBER�� a OOD BASE ON GENERAL NOTES SHEET GN)] N11 I �'-� � RE -ENGINEERED FLOOD TRUSS PRE-ENGINEERED FLOOR TRUS (MIN. IN 5L,4E3) CONTINUOUS 2x6 w/ (6) 16d NAILS @ �' `� ° I 15 REBAR 48" LONG w/ 6" HOOK EMBEDDED STRAP I MB EQUIVALENT) 76 _ BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 24" O.C. (MIN. 24" IN SLAB) 2x4 BRACE 48" O.G. wl (5) 12d NAILS - - 76 IS A NAILER FOR WALL SHEATHING) -a - - WA (PER PLAN) WA2 - ,@ EACH EN � - -_�- � � a" GYPSUM BOARD OR 2" HIGH .�': �_ � � � 4" CONCRETE REINFORCED w/ FfBERMESH AT z STRENGTH CEILING BOAR .j:' 2" TEXTURED CEMENTITIOUS - } A RATE OF .151bs PER CUBIC YARD ON 6 -MIL RIER ON WE COATING MIN. (PER ASTM GYPSUM BOARD OR �" HIGH - POLY ETHYLENE VAPOR BAR - _ 0926) OVER CMU °+ $ 2 N +? COMPACTED CLEAN TERMITE TREATED FILL CONC. FILLED U -BLOCK w/ - STRENGTH CEILING BOARD (l) 15 CONTINUOUS REBAR = L �° �° �,°(3) #5 REBAR ON CHAIRS NOTE: ONG. FILLED U -BLOCK w/ 0 2'-0° STRUCTURAL SHEATHING MUST NOT (1) #5 CONTINUOUS REBAR cf) BREAK WITHIN 1'-4" MIN, FROM 2nd PERPENDICULAR FLOOR TRUSS CONNECTION FLOOR LINE 2 OPEN TO ABOVE BALL SECTION 2 SCALE: 3/4'=I' -ID° PARALLEL TO BLOCK TO BLOCK TWO STORY SCALE: 3/4°=1' -ID' 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. 8c LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.026/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA DATE: 8/3/18 SCALE: 1/4"=f-0)) SHEET D 4 i I S S S I " S I 1111111111 9mmmomm I SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT#: R2065.026/00001 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA DATE: 8/3/18 SCALE: 1/4"=f-0)) SHEET D 4 i I S S S I " S I M6TCM40 7/16' 0.5.8.5HEAT14ING OR G O 2X EXTERIOR WALL STUDS (INSTALLED ON TOP OF 1/2' CDX PLYWOOD:. WALL SHEATHING -f/16' 0.55. SHEATHING OR ^ 2x4 EXTERIOR WALL 1/2 ° CDX PLYWOOD G A STUDS o 0 CONNECT TOP OF STRAP ° e 2x4 BOTTOM PLATE ,. TO SOLID STUD W/ 11(o)16d SINKER NAILS PLAN VIEW — 2x4 WALL° ° ° ° SECOND FIN. PLR. PRE-ENGINEERED FLOOR . o LU M5TCM40 TRU55 (INSTALLED ON TOP OF 1/16' 0.5.8. SHEATHING OR ° e e M WALL SHEATHING 1/2' CDX PLYWOOD' - Z MSTCM40 ir e �U g 2X6 EXTERIOR WALL° TOP OP I' e VSTUDS i. e MASONRY WALL i;:; e z 2X6 BOTTOM PLATE N CONNECT BOTTOM OF PLAN VIEW — 2x6 WALL STRAP TO CMU BLOCK WALL ° W/ (12)° TAPCON5 71 EXTERIOR STUD WALL — OUTSIDE CORNER M5TCM40 (INSTALLED ON TOP OF WALL SHEATHING SCALE: N.T.S. 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL M5TCM40 (INSTALLED ON TOP OF WALL SHEATHING 1/16' 0.5.15. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: N.T.S. NOTE: MINIMUM END AND EDGE D15TANCE FOR TITEN SCREWS IS 0/2 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (1(o)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) " TAPCONS A ELEVATION VIEW SCALE: N.T.S. NOTE: MINIMUM END AND EDGE DISTANCE POR TITEN SCREWS IS 1 Y' HTT-4 SECURED TO STUD 2X EXTERIOR WALL STUDS W/ (20)10d X 12' NAIL5 SECOND FIN. FLR, B ELEVATION VIEW SCALE: N.T.S. ° 5/5' A.T.R. PRE-ENGINEERED FLOG i i RE -ENGINEERED FLOOR TRUSS (GIRDER DRAWN) i i TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING i i TOP OF WALL ° OR 1/2' CDX PLYWOOD , 1/16' 0.5.8. SHEATHING PRE-ENGINEERED FLOOR TRUSS 0 OR 1/2' CDX PLYWOOD (GIRDER DRAWN) °: ° Htt-4 SECURED TO STUD W/ (20)10d X 1 " NAILS USP KST260 (ATTACHED PER BEARING POST/ MANUFACTURER S SPECIFICATIONS) BEARING SCUDS (PER PLAN) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. `I' EMBED) ° - a `� 11 FOUNDATION (PER PLAN) e d EXTERIOR STUD WALL OPTION 11(HTT-4 METHOD) 3 CORNER TO POST SCALE: N.T.S. ERRING POST/ BEARING STUDS (PER PLAN) a IN .. . ao a P ao . OPTION *2 (1<51260 METHOD) IDS ' T 4 G SUBFLOOR GLUED At Ir -, NAILED AS PER NAILING 5CHEI 2x4 BOTTOM P 2x4 EXTERIOR WALL 5 x/16' 0.58. SHEATHING OR 1/2 ° PLYWOOD 4" T 4 G 5U15FLOOR GLUED NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2X6 EXTERIOR WALL 5 1116' 0,6 5. SHEATHING OR 1/2' vin PLYWOOD PLAN VIEW — 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOS REBAR HTT-4 SECURED TO STUD W/ (20)10d X INAILS 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL. STUD 1/16' O.S.B. SOLI I PLAN VIEW — 2x6 WALL ELEVATION VIEW C SCALE: N.T.S. EXTERIOR STUD WALL — PERPENDICULAR TO BLOCK SCALE: N.T.S. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) #5 ITINUOU5 REBAR -4 SECURED TO STUD W/ (20) 10d 2' NAILS A.T.R IN HIGH STRENGTH EPDXY 1.7" EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20) IOd X 1 " NAIL5 PRE-ENGINEERED FLOOR TRUSS 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. -I' EMBED) CONC. FILLED LINTEL BLOCK W/ (1) S CONTINUOUS REBAR A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. LOT: KENSINGTON RESERVE (LOT 26) PAGE: SECTIONS/ DETAILS f f f f f f f f ECURE EACH KING STUD TO TOP PLATE w/ NOTE: 6IMP50N 5P4 or USP 5PT4 STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4" MIN. FROM 2nd (FOR 2x6 WALL USE 5IMP50N SP6 or USP SPT6) FLOOR LINE —EXTERIOR BEARING STUDS RE -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF TRUS [ SIZE AND SPACING PER NOTE 021, CONNECTOR (VERIFY w/ TRUSS PLAN) ® UNDER CATEGORY TIMBER ON ® GENERAL NOTES SHEET GN)] ——gOU5LE TOP PLATE CONTINUOUS 2x4 w/ (4) 16d NAILS e TOP CRIPPLE STUDS a 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS —KING STUDS BOTTOM PLATE OF 2nd FLOOR WALL) x (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLATE 5IMP50N MT512 or USP MTW12 REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES TO LEDGER a 24' O.C. HEADER FOR DETAILS AND SPECIFICATIONS) PRE-ENGINEERED FLOOR TRUSS or (SIZE PER PLAN) ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ 6IMP50N or USP LSTA12 RAFTER SECURED TO TRUSS w/ %s' x 5' (EACH SIDE OF OPENING) LAG SCREWS � 24" O.C. MAX f ° I M5EDDED STRAP JACK STUDS CONTINUOUS 2x6 w/ (6) I(od NAILS �► f (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD 50TTOM OF FLOOR TRUSS (BOTTOM 2x(o RECAST LINTEL REQUIREMENTS" CHART ON FRAMING PLAN IS A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENT FOR DETAILS AND SPECIFICATIONS) DOOR / WINDOW PER PLAN) OPENING XTERIOR BEARING STUDS [ SIZE ANP SPACING PER NOTE #21, - LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON LE GENERAL NOTES SHEET GN)] j 1 PERPENDICULAR SCALE: 3/4'=I'-®' O ROOF SHEATHING (TYPE AND ECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON 5P4 ATTACHMENT METHOD PER or USP SPt4 'NAILING SCHEDULE' NOTE: 2x BLOCKING UNDER WALL STRUCTURAL SHEATHING MUST NOT STUDS, SECURED BETWEEN BREAK WITHIN 1'-4' MIN. FROM 2nd ECURE 50TTOM PLATE TO 5LA5 w! TRUSS SAYS w/ (3)]2d NAILS � FLOOR LINE XTERIOR SEARING STUDS Y' x 9' ANCHOR 50LT w/ 2' WASHER EACH EN PRE-ENGINEERED ROOF CRUS [SIZE AND SPACING PER NOTE X21, � 0 � SET IN 5IMP50N HIGH STRENGTH ® Y TIM ON EPDXY (OR EQUIVALENT) 6' 2x STUDS SPACING PER PLA TE UNDER L NOTES BER / MT2x EVERY STU LA GENERAL NOTES SHEET GN)] - EMBEDMENT MIN., 32' O.C. MAX 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT OF s AND SPACING PER PLAN SIMPSON MTS12 or USP MTW12 4 SCALE: 3/4'4-0' 6 TWO STORY $GALE: 3/4'=I'-0' TO LEDGER a 24' O.C. RE -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER f ECURE EACH KING STUD TO TOP PLATE w/ SIMPSON 6P6 or USP SPTS SECURED TO TRUSS w/ %s' x 5' SIMPSON 5P4 or USP 5PT4 a TOP 4 50TTOM LAG SCREWS a 32° O.C. MAX (POR 2x6 WALL USE 5IMP50N 5P6 or USP 5PT6) M5EDDED STRAP (PEP, PLAN) RE -ENGINEERED TRUSSES w/ TRUSS RE -ENGINEERED TRUSSES w/ TRUSS a CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) r RECAST LINTEL (SIZE AND REINFORCEMENT \--DOUBLE TOP PLATE HEADER -DOUBLE TOP PLATE PER PLAN) ••'• (SIZE PER PLAN) RIPPLE STUDS 6 16' O.G. MAX INC STUDS IMPSON or USP M5TA24 LEDGER CONNECTION AT FLOOR TRUSS (SEE 'MINIMUM WALL AND HEADER STUD HEADER 6 EACH JACK STUD 2 REQUIREMENTS' CHART ON FRAMING PLAN 2x8 SYP2 WOOD STUDS PARALLEL SCALE: 3/4'=I'-®' (SIZE PER PLAN) 12' O.G. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN Y' OF ECURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w! 5IMP50N or USP L5TA12 MAX. (TYPE AND ATTACHMENT METHOD PER 1/16' 0.6.5. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENING 40' 'NAILING SCHEDULE') NOTE: PLYWOOD CONTINUOUS TO BLOCK SHEATHING MUST NOT BREAK AT JACK SCUDS 2) JACK SCUDS 4 (2) KING STUDS s EACH JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS a TOP OF ISEE 'MINIMUM WALL AND HEADER STUD DOOR ! WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING FLOOR TRUSS ROOF DECKING. OPENING POR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY t0 BE SECURED (TOP 2x4 SUPPORTS 50TTOM PLATE OF 2ND FLOOR) � —EXTERIOR SEARING STUDS ONE PLY At A TIME. USE 12d NAILS, (2) WITHIN 6" FROM EACH END 4 NO MORE 1116" O.S.B. SHEATHING OR 1/2' CDX[SIZE AND SPACING PER NOTE 021, THAN 12' O.C. STAGGERED ft 2X EXTERIOR STUDS _ PLYWOOD OVER PRE-ENGINEERED UNDER CATEGORY TIMBER ON ROOF TRUSSES GENERAL NOTES SHEET GN)] OOF / JACK STUD ASSEMBLY TO BE NOTE R , SECURED ONE PLY AT A TIME. USE 12d CONDITIONS MAY O/ VARY NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND PIN. FLR. ° ° o ° � �° � � � -----WINDOW SILL w/ CRIPPLE SCUDS � 16' O.C. x Ll Q / EGURE EACH JACK 4 KING STUp " " TO 50TTOM PLATE w/ SIMPSON SP4 a DIAMETER ANCHOR BOLT 12 O.C. MAX w/ I' EMBEDMENT w/ 2' DIAMETER or USP 6PT4 WASHER 00 0 i HEATHING TO LAP TO TOP OF IMPSON ior USP M5TAM24 6 EACH JACK TOP OF WALL MASONRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. SECURED w/ (3)Y4' x i %' TAPCONS TO / CMU w/ MIN. 2' COVER 4 2' APART PRE-ENGINEERED CONT. 2x6 w/ (6) 16d NAILS FROM 2ND FLOOR LINE t o 0 2x8 BOTTOM PLATE FLOOR TRUSSES 50TTOM OF FLOOR TRUSS �, (BOTTOM 2X6 IS FOR WALL SEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL 7 WINDOW OPENING IN 2 -STORY WALL 3 ROOF TO SECOND FLOOR WALL 5 Two STORY SCALE: 3/4'=1'-0' Two STORY $GALE: 3/4'=1' -ID' PARALLEL SCALE- 3/4'=1'-0' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 mummkimmurl SUEDIV. do i°o"I': KENSINGTON RESERVE (LOT 26) Mo DEI,: ESTERO BAY (VERSION#02) P1�OJECT R2065.656100001 PAGE: SECTIONS/ DETAILS F-1,111IMM-10il"ll I DATE: 8/3/18 SCALE: 1/4"=1'-0" I s s I I S S f 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 14634 Vinyl FL4 16104 16103 16103 16104 16104 16103 15103 16103 16103 16104 16104 16103 16103 16.103 16103 16103 16103 16103 16103 16103 16104 16104 16104 16103 16104 16103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 16103 16103 16103 16103 16100 16103 16103 16103 16103 16100 16100 16100 16103 16103 16103 16103 16100 Vendor: 84 Lumber Vendor Number: QUI—A.9- Sliding Glass Doors L0432426 I EA L0434206 EA L0429616 EA L0354136 EA L0298912 EA L0295466 EA L0295467__ I—EA L0303298_ I EA L0310660I EA L0329528 L0298914 I EA I EA VA1#".4^tAtc_- Ryan Homes -Openings 12/0 X 8/0L DOOR SGD POCKET ALUM (WHITE) W ) 1 12/0 X 8/0 OXXO '__ _ —_ DOOR SGD ALUM (WHITE) W/SCRN 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN — __T_DOOR 5/0 X_6/8 SGD ALUM W/SCRN 5/0 x 8/0 DOOR SGD ALUM, (WHITE) W/SCRN 6/0 X DOOR SGD ALUM (WHITE) W/SCRN 6/0 x 8/0 I DOOR SGD ALUM (WHITE) W/SCRN- 8/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN 8/0 x 8/0 DOOR SGD ALUM (WHITE) W/SCRN 9/0 x 6/8 9/0 x 8/0 I DOOR SGD ALUM (WHITE) W/SCRN I DOOR SGD ALUMW/SCRN 143 1/2" X 95 1/2" JO 190 147" X 961/2" 191" X 96 1/2" - TO 286" 62 1/4" X 811/2" 62 1/4" X 961/2" 741/4" X 811/2" 741/4" X 961/2" 981/4" X 811/21' 981/4' X 961/2' 108 1/2" X 811/2" 1081/2" X 961/2"` M L0460340 I EA 1 1/4X1/4 FX TMP I WDW VINYL SH CLEAR NO GR 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN I 10432421 I EA I 13 I WDW VINYL SH CLEAR NO GR W/SCRN I 201/8'" X 38 3/8" 26 TW W/ARCH L0439893 I EA 1 14 I WDW VINYL SH W/GR & SCRN I 201/8" X 50 5/8' 1 EA j T0432-424 EA 1433 FX NO FLANGE WDW VINYL FX WHT W/GR & SCRN 16104 16" X 39" L0432423 EA 1 1433 FX W/FLANGi I WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16103 T636927 EA 15 1/2 ARCH TOP ;��DW VINYL SH WHT W/GR & SCRN 20 1 8' X 67" 30" X 48" L0369273 I EA 1 16 1/2 ARCH TOP WDW SH WHT W/GR & SCRN 201/8" X 76" -J — 60429521 I EAI 1620 FX I _VINYL WDW VINYL SH W/GR NO SCRN 2850 18" X 24" 1_0430156-1 32" X 60"-- 1624 WDW VINYL SH W/GR NO SCRN EA 18" X 28"® 60434427 EA I 1634 FX WDW VINYL FX WHT W/GR L0296557 I 18" X 40"-------. ____l L0439004 EA I 1836 FX ARCH TOP i WDW VINYL FX_W/GR & SCRN 16104 20" X 46" L0303300EA I 1H2 FX TP WDW VINYL SH 27 1/2" X 26" 16103 16104 16103 16103 16104 16103 16104 16100 L0412312 EA 11-13 _W/GR WDW VINYL SH NO GR W/SCRN 27 1/2" X 38 3/8" 36" X 36" 36" X 36" 36" X 40" 36" X 59" 38" X 52" 36" X 48" 36" X 48" 109" X 48" L0317304 I EA I 11-14 WDW VINYL SH CLEAR NO GR W/SCRN T 27 1/2"` X 50 5/8" 1 L041986SI EA I 11-14 W/1/2RD WDW VINYL SH W/GR & SCRN 27 1/2" X 68 5/8" WDW VINYL —SH—CLEAR —NOGRW�/SCR�N L031964 EA I 1H5 VINYL SH W/GR & SCRN 27 1/2" X 63" 3050 ARCH L0419870 iA__— L 11-15 W/1/2RD I WDW VINYL SH W/GR & SCRN 27 1/2" X 81" EA 10432419 EA I WDW VINYL SH CLEAR NO GR W/SCRN 27 1/2" X_72" L0366804 10317306 EA 1H6 ARCH TOP WDW VINYL SH W/GR & SCRN 271/2" X 76" 16100 L0298906 EA I 11-16 TMP W/1/2RDWDW VINYL SH W/GR & SCRN J 27 1/2" X 90" 72 1/2" X 60" L0434441 EA 2020 FX WDW VINYL FX CLEAR NO SCRN WDW VINYL W/GR & SCRN 24" X 24" L0298926 EA I 2020 FX ARCH TOP J WDW VINYL FX WHT W/GR 3056 ARCH TOP 24" X 28" L0369491 EA 2026 FX WDW VINYL FX WHT W/GR EA 24" X 30" L0327818 EA I 2030 i I WDW VINYL SH CLEAR NO GR W/SCRN L0367188 24" X 36" L0352196 EA 2030 FX WDW VINYL FX WHT W/GR 16103 24" X 36" 10298928 EA 2030-W/1/2 RD WDW VINYL SH WHT W/GR & SCRN 24" X 52" 10-434444 1 EA i 2036 -rmP FX 1 WDW VINYL FX WHT W/GR 1 54 1/8" X 72' I 24" X 42" L0317309 1 EA 1 2040 I WDW VINYL SH CLEAR NO GR W/SCRN I WDW VINYL SH W/GR & SCRN I 24" X 48" L0366111.3 EA 2040 ARCH TOP 1 WDW VINYL SH W/GR & SCRN 1 1 24" X 52" L0362731 I EA 1 2040 FX TEMP I WDW VINYL FX CLEAR NO SCRN 1 1 24" X 48" L0363422 EA 1 2040 W/1/2RD 1 WDW VINYL SH WHT W/GR & SCRN L0434426 24" X 64" U 417692 EA 2050 WDW VINYL SH CLEAR NO GR W/SCRN 15865 24" X 60" L0298929 EA 206�TMP ARCH WDW VINYL SH WHT W/GR & SCRN 48" X 48" 24" X 76" KLO :29:8:9 3 �O EA 0 LL [1/2 R N D �2060 TMP W11 2 RN D WDW VINYL SH WHT W/GR & SCRN 24" X 98" L0351034 1 EA 1 1 WDW VINYL SH CLEAR NO GR W/SCRN I 38" X 38 3/8" I L0319052 EA _23__ I 24 WDW VINYL SH CLEAR NO GR W/SCRN 54X27 I 58X28X56 1/2 RD 58X40X30 ARCH 1 IH3 WDW VINYL 1/2 RD W/611 WDW VINYL W/GR WDW VINYL W/GR WDW VINYL SH NO GR VV/SCRN L0369187 EA 24 W/1/2RD WDW VINYL SH W/GR & SCRN I 38" X 74" I EA_ L0432425 I EA I 24-5 W/FLANGE WDW VINYL SH W/GR & SCRN 38" X 56 1/4" L0354132 L0298907 E A 2430 WDW VINYL SH W/GR & SCRN 36" X 16" 28" X 36" L0367488 EA 2436 FX WDW VINYL SH WHT W/GR & SCRN 37" X 53" 28' X 42" L0430846 EA E_ 2450 TWIN �WDW VINYL SH CLEAR NO GR W/SCRN TRANSOM VINYL WHT NO GR 28" X 60" L0298908 EA I 2460 TMP WDW VINYL SH W/GR & SCRN 3616 ARCH 28" X 72" L0295456 E 16104 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 63" 3624 ARCH L0300838 EA I 25 ARCH TOP WDW VINYL SH W/GR & SCRN 38" X 67' EA L0295466 I 6: i 25 TMP W/1/2 RD WDW VINYL SH W/GR & SCRN I 38" X 86' _L0329526 L0300837 L0310640 EA 25 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN I 741/2° X_75" 16104 L0300839 EA 25 TW W ARCH WDW VINYL SH W/GR & SCRN 741/2" X 67" 5411 X 2411 L0295457 EA I 25 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 741/2" X 55"X 34" L0317305 16104 25 W/1/2 RD WDW VINYL SH W/GR & SCRN I 38" X 86" I TRANSOM VINYL W/GR L0369490 EA 26 VINYL SH CLEAR NO GR W/SCRN _38" X 72" L0295459 EA 26 ARCH TOP VINYL SH W/GR & SCRN __'_____j 38" X 10361749 EA 26 TMP W/1/2 RND _WDW WDW VINYL SH W/GR & SCRN 38" X 95" ___rEA 10434442 I 26 TRIP WDW VINYL SH CLEAR NO GR W/SCRN _1kl 1! X 72 FL4 Part # Unit Size Description Masonry Opening Frame 0 Vinyl FLtt Windows 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN I 74 1/2" X 95" Door 16100 L0367192 EA 26 TW W/ARCH WDW VINYL SH W/GR & SCRN 74 1/2" X 76" 341/8'" X 98 5/16'1 — 16100 10297193 I EA j 26 TWIN I WDw VINYL SH CLEAR NO GR W/SCRN 74 1/2" X 72' 16104 L0426486 EA I 2626 FX I WDW VINYL W/GR -30" X 30" 16103 _L0367491 I EA I 2640__tWDW VINYL SH CLEAR NO GR W/SCRN 30" X 48" 16104 L0366994 EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN r 30" X 60" 15317 L0354138 EA I 2850 WDW VINYL csm-r W/GR & SCRN 32" X 60"-- 16103 11040440 I EA 2860 WDW VINYL SH WHT W/GR & SCRN 32" X_72" 16104 L0296557 I EA I 3/0X3/0 FX T M P I WDW VINYL SH CLEAR NO GR 36" X 36" 16104 LO429520 I EA I 3024 FX TEMP WDW VINYL FX CLEAR NO SCRN I I 36" X 28' 16103 16104 16103 16103 16104 16103 16104 16100 L1040450 I L0317308 1 10298924 I L0365362 1 L0352195 I L0369494 I L0354140 I L0434443 I EA 1 EA 1 EA EA 1 EA_ EA 1 EA 1 EA 1 3030 I 3030FX I 3030 FX ARCH TOP I 3030 W/1/2RD 3040 3040 I 3040 FX I 3040 TRIP I WDW VINYL SH WHT W/GR & SCRN 1 WDW VINYL SH WHT W/GR & SCRN 1 WDW VINYL FX CLEAR NO GR I _IWDW VINYL SH WHT W/GR & SCRN 1 WDW VINYL OVAL WHT W/GR WDW VINYL SH CLEAR NO GR W/SCRN 1 WDW VINYL W/GR 1 WDW VINYL SH CLEAR NO GR W/SCRN 1 1 I 1 1 I 36" X 36" 36" X 36" 36" X 40" 36" X 59" 38" X 52" 36" X 48" 36" X 48" 109" X 48" 16100 16100 16103 133 1 L0434428 I L0423134 I EA 1 EA 1 EA I 3040 TW 1/2 EYEBROW I 3040 TWIN 1 3040 W 1 2 RNDWDW WDW VINYL SH W/GR & SCRN WDW VINYL SH CLEAR NO GR W/SCRN 1 VINYL SH W/GR & SCRN 1 72 1/2" X 52" 72 1/2" X 48" 36" X 70 16103 L0298921 EA ------I------ 3050 WDW VINYL —SH—CLEAR —NOGRW�/SCR�N 36" X 60" 16103 EA 1- 3050 ARCH WDW VINYL SH W/GR & SCRN-.-----1 36" X 64" 16104 _L0317307 —A L0367489 EA -TOP 3050 FX WDW VINYL NO GR 36" X 60" 16100 L0366804 EA 3050 TPL WDW VINYL SH CLEAR NO GR W_/SCRN " " 109 X 60 16100 L0298922 I EAI 3050TWINWDW VINYL SH CLEAR NOGRW/SCRN 72 1/2" X 60" 16100 L0354148 I EA I 3050-4050FX-3050 WDW VINYL W/GR & SCRN 121" X 60" 16103 10419409 EA I 3056 ARCH TOP WDW VINYL SH W/GR & SCRN 36" X 70" 16103 L0477376 EA 34WDW VINYL SH CLAR NO GR W/SCRN 541/8" X 50 5/8" 16103 L0367188 EA I 35 WDW VINYL SH NO GR W/SCRN I 54 1/8" X 63" 16103 L0329525 EA I 35 ARCH TOP WDW VINYL SH W/GR & SCRN 1/8" X 67" 16103 L0364384 E 36 WDW VINYL SH W/GR & SCRN j 54 1/8" X 72' 16103 L0327816 I EA I 36 ARCH TOP I WDW VINYL SH W/GR & SCRN 54 1/8" X 76" 16104 L0367490 I EA I 4020 FX TMP WDW VINYL FX CLEAR NO GR 48" X 24" 16103 L043084) A 4030 FX TMP WDW VINYL SH CLEAR NO GR 48" X 36" 15865 L0434426 EA 4036 WDW VINYL SLIDER WHT W/GR & SCRNI 48" X 42" 15865 _L0354129 I EA I 4040WDW _I VINYL SLIDER NO GR WISCRN 48" X 48" 16104 L0354141 EA I 4040 FX WDW VINYL NO GR 48"_X 48" 16103 16100 16103 15865 16104 16104 L0368324 L0427856 L0460341 L02981;1 E! L0435847 L0295462 EA EA EA EIA I� �.A 1 EA 4050 1 4050 TWIN 5/0X5/0 FX TMP 5044 5052 FX TMP I- _54X12X24 ARCH WDW VINYL SH WHT W/GR & SCRN I WDW VINYL SH W/GR & SCRN WDW VINYL SH CLEAR NO GR I WDW VINYL SLIDER WHT NO GR WJSCRN WDW VINYL FX CLEAR NO GR WDW VINYL W/GR I I 48" X 60" 1 961/2" X 60" " " 60 X 60 1 60" X 52" 60" X 62" 54" X 28" 16104 16104 16104 16103 10295461 L0298910 L0298911 L0314657 EA I EA EA EA 54X27 I 58X28X56 1/2 RD 58X40X30 ARCH 1 IH3 WDW VINYL 1/2 RD W/611 WDW VINYL W/GR WDW VINYL W/GR WDW VINYL SH NO GR VV/SCRN 1 I 27 1/2" X 38 3/8" 54" X 31" 58" X 61" 58" X 4411 Transoms 15104 L0429519 I EA_ i 2014 TRANSOM VINYL WHT NO GR 25" X 17" I 24" X 16" 16104 L0354132 I EAI 3014 TRANSOM VINYL W/GR 37" X 17" 36" X 16" 16104 _J—i�—r L0354133 3044 TRANSOM VINYL W/GR 37" X 53" 36" X 52" 16104 EA 3214 TMP TRANSOM VINYL WHT NO GR 39" X 17" 38" X 16' 16104 _L0324888 L0328436 EA 3616 ARCH TRANSOM VINYL WHT W/GR 43" X 23"---- 42",-X 23" 16104 L0354134 EA 3624 ARCH VINYL W/GR 42" X 33" 16104 EA ---------TRANSOM 4013 _________43"X33'_' TRANSOM VINYL WHT NO GR 49" X 16" 48" X 15" 16104 _L0329526 L0300837 I EA I 4613 TRANSOM VINYL WHT W/GR I 55" X 16" 54" X 15" 16104 L0295463 I EA I 4620TRANSOM VINYL WHT W/GR I 55"X 25" 5411 X 2411 16104 L0354135 EA I 4626 ARCH TRANSOM VINYL W/GR 55"X 34" 54" X 34" 16104 L0354131 EA 5016 I TRANSOM VINYL W/GR I 61" X 19" I 60" X 18" EA 2/8 6/8Door 35 5/8" X 831/16" F 34 1/8" X 82 5/16" EA 3/0 6/8 Door [_39 5/8" X 83 1/16" 1 38 1/8" X 82 5/16" EA I 2/8 8/0 Door 35 5/8" X 991/16'" 341/8'" X 98 5/16'1 — EA 3/08/0 — Door I 39 5/8" X 991/16" I 38 1/8" X 98 5/16-1 A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 PARE-PNOWN SUBDIV. & LOT: KENSINGTON RESERVE (LOT 2 6) MODEL.: ESTERO BAY (VERSION#02) PROJECT -u- R2065.616100001 PAGE: WINDOW SCHEDULE DATE: 8/3/18 I SCALE: 1/4"=1'-0" 1 I I t I 9 I I t t NOTE: NOTE: g" THICK, 3 COAT CEMENT 51DE LAPS OF METAL PLA5TER 5A5E5 PREFORMED PLA5TER 5HALL 5E 5ECURED TO FRAMING APPROVED 5UILDING WRAP 5HALL 5E LAPPED A CONTROL JOINT WR5 LAYER #21 FORTIFIBER 5UILDING MEMBERS. THEY 5HALL 5E TIED 5ETWEEN MINIMUM OF (o" 6 VERTICAL LAP5 (ROLL END5) 4 PAPER (OR APPROVED EQUAL) 5UPPORT5 WITH 0.0415 -IN. (1.21 -MM) WIRE6" 'a HORIZONTAL LAP5. FLANGE OF CONTROL JOINT5 TO 5E WIRE TIED AT INTERVAL5 NOT MORE THAN 9" TO LATH @ 9 O.C. MAX (PERT.). APPROVED METAL LATH FASTENED NOT 0 NOT FASTEN CONTROL JOINT TO �-1" (VERT.) O.C. MAX AT SUPPORTS (229 -MM). A5 PER ASTM C1063 x.5.1. D LATH VERTICAL WALL EVEN IF 5TUD EX15T5 5EYOND EXCEPT NOTE: LAP TO 5E 1" 5TAPLE5 W/ /g" LEG MAY BE USED TO TEMP. WR5 LAYER #1, 5TUCCOWRAP FOR REPAIR OF TEAR5 IN WR5 LAYER5, 1' MIN. LAP m METAL LATH 5ECURE CONTROL JOINT DURING IN5TALLATION (OR APPROVED EQUAL) TEARS MAY 5E PATCHED PEEL 4 5TICK �II 5 TO MOVED AFTER ,,f:...;..,...•.,:,.._ :.,..;,:.:..__:.:.a.:.:.. ;;;- – — COAT ENT -x- TEMPORARY STAPLE � RE x x x x � THICK, 3 CEMENT r i x x x INSTALLATION PLASTER WOOD SHEATHING METAL LATH METAL LATH PMN. TAPE WR5 LAYER WR5 LAYER #2 FORTIF15ER FASTENERS TO SPACED 6'MI�.S. &'MIN.5' PROTECTED FLA5H TAPE / #1, 5TUCCOWRAP /'� aQ i O.C. MAX VERTICALLY 5EHIND CONTROL JOINT 6' MIN PAPER LAP BELOW ONLY (OR APPROVED 5UILDING PAPER (OR WR5 #1 TAPED TO APPROVED EQUAL) LATH 5HALL NOT 5E CONTINUOU5 THROUGH PROVIDE 2X4 5LOCKING PLACED 5HEATHING w/ WR5 EQUAL) DIRECTLY SNA STOPPED ANDMAX.�" TO 8" FROM CONTROL #2 OVER TOP, WR5 TO SHEATHING TAPE WRB LAYER #1, CONTROL JOINT5 5UT LL 5E FLAT MAX R TIED AT EACH 51DE. PER A5TM C10Q3 1.10.1.4 5TUCCOWRAP (OR JOINT WHEN CONTROL JOINT 1=ACLS2 TO LAPPED WR5 LAYER #2, APPROVED EQUAL) ON 5TRUCTURAL STUD WOOD 5TUD5 E VERTICALLY MIN, FORTIF15ER BUILDING I' MIN LAIN DIRECTLY TO 5HEATHING NOTE. h LAP, OVER STUCCO OVER PAPER COR ALL LAP 1. FA5TENER5 FOR LATH TO BE NAIL5 OR _; zq METAL LATH. METAL APPROVED EQUAL) 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 SHEATHING a �� LATH TO HAVE 1" VERTICAL LAP MIN. VERTICAL LATH k �.4 & PAPER DETAIL 2, WI TIE5 TO 5E (NO. 18) 0.0415" WIRE �� WOOD SHEATHING RE TYPE "M" CONTROL JOINT @ a 3. 5LOCKING 5 5E HOWN MAY IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN NOTE: APPLY 5EALANT AT "M" CONTROL HORIZONTAL LATH (OLJOINT ENDTO END CONDITION5 & PAPER DETAIL�r�. CUT TWO PIECES OF FORM FLA5H 1 U5E FINGER5 TO MOLE) THE REMAINING HALF OF THE APPROX. (o" LONGER THAN THE FORM FLA5H 1 TO THE 5HEATHING, MAKING 5URE THE WIDTH OF PIPE OPENING FORM FLA5H 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHE5IVE DIRECTLY 5HEATHING WITH MINIMAL AIR POCKET5 OR 5U55LE5, TO 055 AROUND PENETRATION 1" OR LE55 PIPE PENETRATION WOOD SHEATHING r •f 1 5TARTING WITH THE 50TTOM WATER RE515TIVE BARRIER HALF OF THE PIPE, REMOVE LAP 51DING (PER 5UILDER) , THE RELEASE LINER AND FOLD; THE FORM FLA5H 1 IN HALF TAKE 5ECOND PIECE OF FORM MINIMUM LAP (PER MANUR 5PEC5) LEGEND (LENGTH WI5E WITH ADHE51VE FLA5H 1 AND APPLY IT TO THE TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE o0 WEEP 5CREED DRAINAGE PLANE ALIGN THE PROTECTO FORM FLA5H 1 SAME MANNER, MAKING 5URE;' (WR5 LAYER #1, WITH THE CENTER of THE PIPE. ADHERE STEP 1 STEP 2 THE OVERLAP AREA5 ARE STARTER STRIP (PER MANUF. SPECS) -. 5TUCCOWRAP OR FORM FLA5H 1 TO THE 50TTOM HALF OF PRE55ED [DOWN TIGHT TO THE — MINIMUM CLEARANCE APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. (PER MANUF. 5PEC5) WR5 LAYER 02 TAPE WR5 LAYER #1,z — 5"X-1" CONTINUOU5 GALV. METAL z (FORTIF15ER PER F5C R -103.x.1 5TUCCOWRAP (OR APPROVED 5TP FLA5HING (NAIL TO ROOF z 5UILDING PAPER OR EQUAL) DIRECTLY TO 6HEATHING76 DECK, NOT WALL SHEATHING) 7t) APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WR5 LAYER #2, FORTIF15ER U5E OF PORTLAND CEMENT PLASTER 5UILDING PAPER (OR CAP 5HINGLE - DO NOT NAIL METAL LATH X X X X EXTERIOR 5 L 5HALL COMPLY WITH THE APPLICATION APPROVED EQUAL) REQUIREMENTS OF A5TM C 92(o -12A, X ADHERED 5HINGLE5 TRIMMED STUCCO X, METAL LATH TO COVER FLA5HING 5TRIP IN5TALLATION OF EXTERIOR LATHING AND :x PROTECTO FORM FLA5H 1 WOOD SHEATHING FRAMING 5HALL COMPLY WITH ASTM C 1063-12A X CONFORMA5LE AIR/VAPOR X 5ARRIER TAPE DIRECTLY { SELF-AE)HE5IV; E All*x TO SHEATHING FLA5HING IN5TALL FA5TENER5 LOCTITE SPRAY ADHESIVE NOTE: (CLIP5/ 5TRAP5, 5TAPLE5)X DIRECTLY TO 055 AROUND METAL LATH: LATH TO 5E PER A5 REQUIRED TO 5ECURE ( PENETRATION SIDING STUCCO FSC 8103.-1.1 / ASTM C -a4-(-09/ PIPE/ WIRE TO FRAMING XIC COATING MIN, 2.5 L55. PER 5Q. YARD X ELASTOM ER x (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOE5 PIPE PENETRATION DETAILx OVER STUCCO/ C.V. FINfSH NOT MEET 5PECIFICATION5) "L" FLASHING (SEE TYP WALL SECTION) 4 scrat.>r: tyrs. SECTION WR5, WATER f RE515TIVE BARRIER 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 SUEDIV. 8c LOT: KENSINGTON RESERVE (LOT 26) PAGE: WALL ASSEMBLY DETAILS DATE: 8/3/18 SCALE: 1/4"=1'-0" SHEET WAS. I I S S t S f TEXTURED CEMENT I T I OU5 COATING WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED xl EQUAL) WOO SHEATHING WRB LAYER *21 FORTIF15ER BUILDING x D ..n AT PAPER (OR APPROVED EQUAL) x; VENT CAP 15 TO BE SET IN CONTINUOUS BED OF 8 THICK, 3 CO ,1` SEALANT. PREMANUF. DRYER VENT CAP CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED X: I . EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. ° : APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1)12/° ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL 5IDE5 DIVERTER 1" MIN. 5ELF-ADHERING FLASHING 51[)E5/�E5, SEALANT JOINTS ALL AROUND THICK, 3 COAT CEMENT PLASTER 5TEP FLASHING METAL LATH 6B DRYER VENT BLOCK )6CALE: M.S.z DRYFLEKT KICKOUT DIVERTER WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER Ila% DRYER VENT FRAME) OVER "QUICK FLASH" , FELT UNDERLAYMENT 6A sca�E: ».t.s. PIPE THROUGH WALL PER FBC 8103.7.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 311 FASCIA WRAPBUILDINGPAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SMALL , COMPLY WITH THE APPLICATION REQUIREMENTS OF EXTEND 1/2" BELOW UNDER "QUICK FLASH` ASTM C926 -12A. SHEATHING, MECHANICALLY FASTEN 4" o C MAX A VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING WRB LAYER *21 FORTIFIBER LEGEND WOOD WRB LAYER #1,BUILDING PAPER (0R DRAINAGE PLANE CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #1, 5TUCCOWRAP NOTE: APPROVED EQUAL)METAL LATH OR APPROVED EQUAL INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD 5SHEATHING UJRB LAYER 2, UJOOD --1/S" TEXTURED FIN15H WOOD WRE3 LAYER 1� AT 50TTOM OF ROOF 4 WALL SCALE: M.S.Nt� FORT IF f BER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORT IF 1 BER BUILDING PAPER INTERSECTIONS BUILDING PAPER (OR S° CMU = MMR I" O.C. MAX OR APPROVED EQUAL) w: APPROVED EQUAL) =_ %S" TO %g" MID -FALL A TO RECEIVE 1 COAT OF 5HER-CRETE METAL LATH X X X X AREA 8 THICK, 3 COAT CEMENT WEEP 5CREED FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMED PLASTER (0" WIDE STRIP SELF STUCCO SCRATCH COAT PRIOR TO ELEC. METER WALL%$" TO �(/a" MID -WALL i" ADHERING FLASHING, GLEAN WOOD SHEATHING INSTALLATION WEEP 5CREED MA50NRY BEFORE APPLYING 5ELF-ADHE51VE FLASHING 1 (PER 3/UJA1) (0" 5ELF-ADHERING FLASHING TEXTURED FIN15H @ MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: —t FRAMETO FRAMEFRAME TO BLOCK METAL LATH: LATH TO BE PER FBC R103.11 / A5TM ELEC. METER FIELD VERIFY `7A scaLE: r�.t.5. `7B 5CAL.E: N.T.S. C-841-09, MIN, 2.5 L55, PER 50. YARD (UTILITY OR LOCATION NOMINAL LATH DOES NOT MEET SPECIFICATIONS) r— NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4° NOTE: ATTACH PER ® PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE G MAKE AN "X" CUT THROUGH PUSH THE PROTECTO FOR RELEASE LINER AND APPLY �. FLASH 1 INTO THE OPENING � CAVITY TO BE FILLED UJfTN RIGID PROTECTO FORM FLASH 1 IN A r THE PROTECTO FORM FLASH 1 POLYMERIC 150CYANATE-POLY5LEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ("GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CL05ER WOOD SHEATHING THAN I" TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) -- ELASTOMERIC COATING APPLY SEALANT AT TOP PROTECTO TO FORM F ASH 1 (OR APPROVED EQUAL) OF ELEC. METER BOX AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -z BEAD o •:o° o° o OVER STUCCO/ C.V. FIN15H FLASH OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE ")" FELT (OR APPROVED EQUAL) (SEE TYPICAL UJALL DSECTION)SELF ADHERING FLASHING PER FLASHING OVER 5ELF-ADHERING FLASHING OVER 60 MIN GRADE 0FELT�PROVIDE SEALANT oMETHODAS DESCRIBED IN DETAIL 3 OF WA1 OVER HOUS AP METAL LATH ELECTRICAL CONDUIT "PIPE PENETRATION DETAIL" AT ALL JOINT5 AND o .o.o•o PENETRATION •°•°•°•° � Sia' -E: N.T.S. APPLY 1 GOAT OF SHER-CRETE FLEXIBLE CONCRETE �UR5 LAYER 12, FORTIF11:3ER INTERSECTIONS EXTERIOR WATERPR00FER 2" LARGER THAN THE ELECSTEP 4 STEP 5 9 X�E: N.T.S. (�5ta STEP 6 . METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND D15CONNECT APPROVED EQUAL) ' 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 awwW wwwo SUEDIV. LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT • R2065.02'6/00001 PAGE: WALL ASSEMBLY DETAILS DATE: 8/3/18 SCALE: 1/4"=1'-0" SAEET WA -;r4 -` S t f S S S S WOOD 5HEATHING WOOD CON5TRUCT I ON %" NAT CHANNEL W/ %ll WRB LAYER #1, 5TUCGOWRAP TYPE "X" DRYWALL (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) S" THICK, 3 COAT CEMENT WRB LAYER #1, :.". PLASTER 5TUCCOWRAP (OR AM(o(o-WFWC--(80 CU5TOM CA51NG APPROVED EQUAL) BEAD (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLA5TER WRB # LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER #1, .` ' — (0" 5ELF-ADHEREING FLA5HING STUCCOWRAP WRAPPED e CORNER OF CANTILEVER (OR APPROVED EQUAL) Y' MIN. AMICO AM&&-WFWC-180 GAP Y _ AMIGO AM(o(o-WFWC-180 CUSTOM CU5TOM CA51NG BEAD CA51NG BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEP5) DO NOT CAULK OR 5EAL GAP BEAD DETAIL @ CANT. rCASING SCALE. NTS. FIN15H LAYER (2 LAYER PEEL 4 5TICK) (0" PEEL 4 STICK Q DRIP EDGE TO DECK 12"X1 %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 16t LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER (O" PEEL 4 5TICK DRIP EDGE TO DECK 5U5 FLOOR FULL 5HEET5 OF PEEL 4 5TICK 12"X1 %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOU5 %" GAP FOR BACKER ROD 4 5EALANT " THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CA51NG BEAD T,FGFNTI DRAINAGE PLANE (WRB LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X 5TUCC0 a a Qa WOOD 5HEATHING 5ELF-ADHE51VE FLASHING VINYL (OR APPROVED EQUAL) CA51NG BEAD 5/a" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA5ING BEAD 3" X 3" 2(o GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF SEALANT, y2" MIN. 5PACE FROM DRIP FACE TO TREX %" GAP FOR BACKER ROD 4 5EALANT ***COMPONENTS PULLED —\ APART POR CLARITY DECK MEMBRANE, EXTEND OVER DRIP EDGE /-3" X 3" 2(o GA, GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, 2" MIN. 5PACE FROM NOTE: METAL LATH: LATA TO BE PER FBC 8103.1.1 / ASTM C-a4l-09, MIN, 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) WOOD CON5TRUCT I ON WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) �T��EGE INSTALLATION CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 5TICK) PEEL 4 5TICK SUB FLOOR DRIP FACE TO TREXI MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 12X12 P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 15t LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOU5 PEEL 4 5TICK) WRAPPED FROM BALCONY %" GAP FOR 5EALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 112 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) BALCONY DRIP EDGE INSTALLATION $#*COMPONENTs f )UL.L.ED APART FOR CLARITY $" THICK, 3 COAT CEMENT PLA5TER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: 5ET RAILING LAG BOLT ATTACHNMENT5 IN 5EALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FA5TENED TO 5HEATHING 1" O.C. MAX. WRB LAYER 111, 5TUCCOWRAF (OR APPROVED EQUAL) WOOD 5HEATHING METAL LATH CORNER BEAD (@ FRAME 12A �cAL�: N.T.S. CORNER BEAD (FA5TENER 4 5PACING Q I" O.C.) CMU THICK, 3 COAT CEMENT PLA5TER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 1213SCALE: N.T.S. COLUMN 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 (0" 5ELF ADHERING 4 FLA5HING PEEL 4 5TICK 1 %2"x3" "L" FLA5HING FULLY EMBEDDED IN ROOF CEMENT 12" X 3" 2� GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, 2" MIN. 5PACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 i WEATHER RE515TIVE BARRIER 112 EXTERIOR COLUMN COLUMN 5HEATHING (0" 5ELF ADHERING 4 FLA5HING 1 j2"x3" "L" FLA5HING FULLY E�15EDDED IN ROOF CEMENT 2" X 3" 2(o GA. GALV. METAL DRIP EDGE 5ET IN FULL BED OF 5EALANT, Y" MIN. 5PACE FROM DRIP FACE TO TREX ON ALL 4 51DE5 OF COLUMN VINYL (OR APPROVED EQUAL) CASING 'BEAD WATER PROOFING 16t LAYER (2 LAYER PEEL 4 5TICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8" THICK, 3 COAT CEMENT PLA5TER METAL LATH WOOD 5HEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 12 4" P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE550RIE5 ONLY) BALCONY DRIP @ COLUMN W GEINSTALLATION L„ FLASHING A R C H I T E C T S t - 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUEDIV. 8c LOF KENSINGTON RESERVE (LOT 26) PAQE: WALL ASSEMBLY DETAILS DATE: 8/3/18 SCALE: 1/4„-1, —0 SHEET t S S S t t I t WOOD SHEATHING WOOD 5HEATHING WRF LAYER #1, 5TU000WRAP WRB LAYER #1, 5TUOOOWRAP COR APPROVED EQUAL) (0R APPROVED EQUAL) g THICK/ 3 COAT CEMENT FRB LAYER 12, F®RTI=18ER FRF LAYER �I, 5TU000WRAP uRI5 LAYER 12, FORTIPI5ER WOOD 5HEATHING Z4' GAF PLASTER BUILDING PAPER (OR COR APPROVED EQUAL) BUILDING PAPER CA51NGTO TRIM METAL LATH APPROVED EQUAL) (OR APPROVED EQUAL) 1X TRIM MEMBER STUCCO TO TRIM FooD 51-IEATI�IN uJR LASER 1 STUCCOuJRAP TO 51DING TRAN5ITION uJR5 LAYER 2, FORTfI"I15ER METAL LATH WRB LAYER i� *2, FORTIFiFER METAL LATH COR APPROVED EQUAL) S" PAPER THICK, 3 COAT BUILDING PAPER (OR ° THICK 3 COAT CEMENT FRF LAVER 12 FORTIFIBER SIDING— (OR ABUILDPPROVED OVED CEMENT PLA5TER - x APPROVED EQUAL) $ PLASTER X BUILDING PAPER (OR APPROVED EQUAL) I. :� 4 WOOD SHEATHING � SELF -ADHERING METAL LATH VINYL (OR APPROVED EQUAL) f; X COR APPROVED EQUAL) 8 FLA5HING THICK, 3 COAT ANGLED CASING BEAD METAL LATH (EXPLODED 8 DRIP CAP VIEW Pop, CEMENT PLA5TER (0 "5ELF-ADHERING FLA5HING «xPLo®gyp 8° THICK, 3 COAT G1�ARIt'C) k: VIEW FOR \ DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WRB LAYER 11, 5TUCOOWRAP WRF LAYER #1 STUOCOFRAP (OR APPROVED EQUAL) FRB DYER #1, 5TUCOOWRAP COR APPROVED EQUAL) VINYL COR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #l, 5TUCCOWRAP COR APPROVED EQUAL) FRF LAYER 12, FORTIFIBER BUILDING X: (OR APPROVED EQUAL) CA51NG BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2, F0RT11=f�ER BUILDING �" SELF ADHERING SII METAL LATH PAPER (OR APPROVED EQUAL) FLA5HING OR PEEL 4 STICK $ THICK, 3 COAT METAL LATH SIDING TO STUCCO CEMENT PLA5TER $" THICK, 3 COAT CASING��A (0" 5ELF-ADHERING CEMENT PLA5TER.ECTION) FLASHING (0 "5ELF-AD HERING DRIP CAP FLA5HING WOOD 5HEATHING WINDOW FLANGE DRIP CAP CASING BEAD @ WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH LAME, NO BAND FRAMEW BAND WRB LAYER #1, 5TUCCOWRAP. 13B SCALE: NT.S. WOOD SHEATHING (OR APPROVED EQUAL) LEGEND FRB LAYER 12, FORTIFIBER BUILDING FRF LAYER 1, 5TUOCOWRAP WOOD CON5TRUCTION BEYONDPAPER COR APPROVED EQUAL) (OR APPROVED EQUAL) WOOD SHEATHING DRAINAGE PLANE SII X WRB LAYER #2, FORTIFIBER (WRB LAYER 1, 5TUOOOWRAP 8 THICK, 3 COAT BUILDING PAPER FEATHER RESISTIVE BARRIER H IN FLA5HING OR APPROVED EQUAL) CEMENT PLA5TER f COR APPROVED EQUAL) �,° 5 FEATHER RE515TIVE BARRIER 12 EL -A D ER G Ni(O" X I %" LAP 51DING W/(o" REVEAL FEATHER RE515TIVE BARRIER FRP LAYER #2 VINYL COR APPROVED EQUAL) I METAL LATH E E B RR ER #1 CFORTIFIFER BUILDING PAPERANGLED CASING DEAD s" THICK, 3 COAT CEMENT (05ELF-ADHERING FLA5HING FEATHER RE515TIVE PARRIES #2 OR APPROVED EQUAL) (EXPLODED PLA5TER 5TARTER 5TRIP PER 5TARTER 5TRIP PER METAL LATH X X X X VINYL (OR APPROVED EQUAL) VIEW FOR MANUFAOTURER'5 INSTALLATIOMANUFACTURER'5 IN5TALLATION ° ° CA51NG DEAD OLA�ITY) N 5TUCC0 a IN6TRUCTION5 IN5TRUCTION5 FOO 5HEATHING DO NOT CAULK OR SEAL OPENING (0" 5ELF-ADHERING FLASHING D E 5ELF-ADHE5IVE FLASHING CASING BEAD C RAISED GALV'D METAL "z" FLASHING _ GALV'D METAL "Z" FLASHING @—WAL—E.- �t BAND FRAME DO NOT CAULK OR 5EAL OPENING NOTE: STUCCO CASING DEAD METAL LATH: LATH TO BE PER FPC R103,11/ A5TM C -B4-1-09, MIN, 2.5 L65. PER 50. YARD (UTILITY OR _ NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) GALV'D METAL 7" FLA5HING SIDING TO STUCCO 6 s� BLOCK TO FRAME TRANSITION TU Co A I �� N.t.S. 5 C G 5 NG DEAD -g THICK, 3 COAT CEMENT PLA5TER $" THICK, 3 COAT CEMENT PLA5TER WOOD CON5TRUCTION BEYOND SEALANT Ya GAP TYP METAL LATH FOOD 5HEATHING (0" 5ELF-ADHERING FLA5HING GASING SEAp METAL LATH SEALANT TO WINDOW FEATHER RE515TIVE BARRIER #1 FRP LAYER 12, FORTfFfBER BUILDING WEATHER RESISTIVE BARRIER #1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) 5 I�WEATHER RE515TIVE BARRIER #2 � MIN. ABOVE TOP OF Z FLASHING F®OD SHEATHING 4 FRP LAYER #21 FORTIFIBER /6 X -1 /4 LAP 51DING W/(o REVEAL FEATHER RESISTIVE FARRIER #1 WINDOW FRAME N BUILDING PAPER (0" SELF -ADHERING FLASHING a WEATHER RE515TIVE FARRIER #2 ,/ z �� COR APPROVED EQUAL) GALV'D METAL "z" FLASHING ASTARTER STRIP PER MANUFACTURER'S FRB LAYER #1 STUOOOFRAP � E -z BEAD VINYL COR — DO NOT CAULK OR SEAL OPENING APPROVED EQUAL) CA51NG IN5TALLATION IN5TRUCTION5 (OR APPROVED EQUAL) l 3 WEATHER RE515TIVE BARRIER 11 TO LAP � WIDE PEEL 4 STICK (W/S" FLEXIBLE PVC FACKER DO NOT SEAL OPENING (0" MIN. ABOVE TOP OF "z" FLA5HING WINDOW FLANGE OVER FLANGE ROD 11OLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL 2X FRAMING FRP DYER 11, 5TUCCOWRAP GALV'D METAL "z" FLA5HING COR APPROVED EQUAL) CA51NG (OR APPROVED EQUAL), (0" 5ELF-ADHERING FLA5141NG BUILDING WRAP (W/%$" FLEXIBLE PVC BACKER ROD MEMFER WRAPPED AROUND FRAMING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING f INCLUDED) MEMBER / CW/%" FLEXIBLE PVC BACKER ROD) , FEATHER RESISTIVE FARRIER #1 (0" 5EL ADHERING FLA5HING 8 E -z BEAD VINYL (OR APPROVED EQUAL) APPLY FULL BED OF (o' SELF -ADHERING FLASHING �'.�� 3 II WOOD'.SHEATHING CA51NG (W/8 FLEXIBLE PVC BACKER 5EALANT BETWEEN %$I' THICK 3 COAT CEMENT PLA5TER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RE515TIVE FARRIER #1 WEATHER RE515TIVE BARRIER #2 CLARITY WEATHER RE515TIVE FARRIER 12 SIDING TO STUCCO WINDOW CASING � FRAME TO FRAME TRANSITION @4L_lyAl SG4L�: N.t.B. 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 9101101910101600 SURDIV. & LOT: KENSINGTON RESERVE (LOT 26) MODEL: ESTERO BAY (VERSION#02) PROJECT R2065.06/00001 PAGE: WALL ASSEMBLY DETAILS DATE: 8/3/18 S C ALS:1/4 l'-0 SHEET WAA 9 I I i I I I i I I INSTALL A SILL DAM OVER THE A R C H I T E C T S TEMPORARILY FOLD -UP 4 APPLY 3/s" NOM. CONTINUOUS BUILDING WRAP AT THE SACK OR SECURE HOUSEWRAP (OR BEAD OF 5EALANT AT JAMB5 THE 51LL AND THEN IN5TALL THE TUCK FLAP UNDER) at HEAD AND HEAD or APPLY TO SACK SELF -ADHERING STRETCHABLE OF WINDOW NAILING FLANGE IN FLA5HING 4 APPLY 5EALANT AT , ALIGN FLEXIBLE LINE W1 PRE -PUNCHED HOLE5 END5 OF 51LL DAM es n 5ELF-ADHERING OR 5LOT5. GYOU enc. FLA5HING W1 INT. EDGE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 T PH: 407-774-6078 .......... CU NOUS UJ A AT ; > ; R P Ol° 5R.O. 0 LL R FAX:407-774-4078 ,{ r 4Y ANGLE ww om w abdesigngroup.c AA #: 0003325 135' MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING FOLD HOU5EWRAP IN AT JAM55 4 SILL MECHANICALLY o FASTEN T=ANNED EDGE5. (CAP NAIL5, APPROVED I -40U5 UJRAP IN5TALL WINDOW PLUMS, q WE)W OVER SHEATHING OVER SLOPE SELL R.O. TO STAPLES SUPER STRETCH LEVEL AND 50UAPER BUTYL FLASHING 5TUD WALL EXTERIOR MANUFACTURERS WRITTEN a IN5TRUCTION5 STEP 1 STEP 2 STEP 3 �� STEP 4 STEP 5 w IN5TALL 5ELF-ADHERING 8 VERT. END A PLEX15LE FLASHING A5 THE DAM5 REOT). AT APPLY MEMBRANE FLASHING AT THE 51LL EACH END OF 51LL FLA5HING OVER JOINT IN5TALL (o" SELF -ADHERING FLA5HING OVER VINYL HEAD FOLD HOU5EWRAP DOWN 4 IN5TALL (o" WIDE ADHESIVE K X1 F FLASHING (WITH END DAM5) TAPE DIAGONAL CUT 4 SAC ED LE SLE FLA5HING G MATERIAL OVER DRIP CAP JOINT O NAILING FLANGE ACROSS HEAD OF WINDOW MATERIAL O (PROTECTO-WRAP 5T-20XL • Y OR APPROVED EQUAL) IN5TALL (o" 5ELF-ADHERING � O FLASHING OVER NAILING 5. EXTEND FLANGE AT JAMBS SELF -ADHERING 1 FLA5HING 1 MIN MIN BEYOND JAMS FLASHING IN5TALL VINYL s DRIP CAP vEDiv acSOT: EXTEND FLA5HING MIN 1" WINDOW FLASHING BELOW 51LL FLEXIBLE KENSINGTON INSTALLATION DETAILS FLA5HING RESERVE 18 SALE: KT.5 (FULL WRAP)DO NOT 5EAL BOTTOM FIN (LOT 26) (FRAME) MODEL.- STEP ODEL:STEP 6 STEP 7 STEP 8 STEP 9 ESTERO BAY (VERSION#02) PRO JEC'T: R2065.026/00001 NOTE: PAGE: 1. IT 15 THE CONTACTOR5 RE5PON515ILTYA81,5' ,S' TO VERIFY THE COMPATIBILITY OF ALL — WALL PRODUCTS INCLUDING HOUSEUJRAP, 8" M(N. TEXTURED $° MIN. TEXTURED 8" MIN. TEXTURED $° MIN. TEXTURED ASSEMBLY 5EALANT6 4 SELF -ADHERING FLASHINGCEMENTITIOUS COATING CEMENTIT(OU5 COATING CEMENTITIOUS COATING CEMNTITIOU5 COATING DETAILS APPLY osl �O(OP,MATERIALS USED DURING EQUAL) SEALANT m OVER BLOCK OVER BLOCK OVER FRAME OVER FRAME - �. _ WINDOW/CMU JOINT. CON5TRUCT I ON. FLUID APPLIED FLASI-IINCs (LANCO2. INSTALL ALL MATERIALS PER ARCHITECT UJHITE-SEO� EQUALS STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME STATE OF FLORIDA MANUFACTURER5 WRITTEN SPECIFICATIONS WARRANTY(MIN. THICKNESS 5(MIN, THICKNESS 5(MIN. THICKNESS 8) (MIN. THICKNESSs) e) SIDING LOOK REQUIREMENTS. SIDING LOOK . ORLANDO TAMPA G ORLANDO/TAMPA ORLANDO/ TAMPA 5EALANT5 AND 5ELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA SLOPE SILL FLA5HING MAY REACT ADVER5ELY IF NOT To EXTERIOR ROLA .ABOUCHACRA COMPATIBLE. P A N093723 NIMUMSTUCCOTHICKNESSg�!l �E: rrxs. DATE: 8/3/18 NOTE: SCALE: 1/4 1'-0>, WALL FLASHING INSTALLATION 5EAL INTERIOR PERIMETER of WINDOW SHEET JETAIL MASONRY *;�-ALE:>, WITH 5EALANT WA5