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Home My WebLink About3641 Crawley Down Lp 18-2904 (a)vv ®® ESTER,O B -AY VERSION#02 .RECORD COPY FOR: REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BEA ` LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection w�lDln/G SANFORD ryanhomes.com Fpq-- s #fig -2904' • 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 4307 VINELAND ROAD, SUITE 102 (FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER CS COVER SHEET 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. ONOT TO NCENTEWLE 2 LEFT & RIGHT ELEVATIONS • OCCUPANCY — RESIDENTIAL;- GROUP R3 cLG. CEILING O.C.�oNCENTER-: 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 3 FIRST FLOOR PLAN CONC. CONCRETE P.B. PUSH BUTTON 4 SECOND FLOOR P LAN 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 D. DRYER PR.R. PAIR 5 FOUNDATION PLAN VASD = 116 MPH c.C.T.CERAMIC TILE PPLYWOOD _ 5A FOUNDATION 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 LINTELPLAN (LOTTS)5D LINTEL PLAN CAS • 1 -STORY RESIDENCE DIM. ` DIMENSION R.A.G. RETURN AIR GRILL (CAST CRETE) • 2—STORY RESIDENCE — MAX. HEIGHT AS PER DISP. DISPOSAL 5E LINTEL PLAN QUALITY PRECAST) ROLAND ABOUCHACRA DP. DEEP REF.REFRIGERATOR ' ( 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 FLOOR ROOF FRAMING PLAN WIND SPEED & EXPOSURE CATEGORY DTL: DETAIL S.D. SMOKE DETECTOR 7 ENTRY SECTION DETAILS A.B. DESIGN GROUP, INC.D.W. DISHWASHERAcS.H. SINGLE � z HUNG 8 FIRST -FLOOR ELECTRICAL PLAN 1441, NORTH RONALD REAGAN BLVD. BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING 8A SECOND FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWFL SHOWER Fax: (407) 774-4078 Tel: (407) 774-6078 EXH. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS AYERSWORTH GLEN 150-BF.G.iFX. FIXED GLASS SL.GL. SLIDING GLASS D2 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS D3 SECTIONS/DETAILS FLR. FLOOR THK. THICK D4 SECTIONS/DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB - D5 SECTIONS/DETAILS FR DR. FRENCH DOOR T.O.P. TOP OF PLATE CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB D6 SECTIONS/DETAILS GA. GAUGE TYP. TYPICAL CREEK- SIDE 140—B D7 WLNDOW SCHEDULE GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DRAWING / CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE INTERRUPTER V.P. VAPORPROOF WA1 WALL ASSEMBLY DETAILS REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER WA2 WALL ASSEMBLY DETAILS 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. FADER W/H 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. INSUL. INSULATION McCORMICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT. CALC .' S 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. FLR. LIVING 1091 50. FT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B 2ND. FLR. LIVING 1683 SQ. FT, WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2180 SQ, FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED 2 -CAR TANDEM GARAGE 635 SQ_ FT. RFPs IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY gi SQ. FT, MANNER. AB DESIGN GROUP TAKES NO 150-C RESPECTIVELY. IN THE CONDITION THAT LANAI 100 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 3612 SQ. FT, HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H IT E C T S Desiin FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: COVER SHEET ARCHITECT. STATE OF FLORIDA AU 12 01 ROV�(XInA.AB UCHACRA AR NO 9 723 (-DATE': 6/12/18 SCALE: 1/4"=1'-0" SHEET Ics O F GENERAL NOTES FRAME WALL HEIGHT @ 8'-0" CONCRETE 140MPH/B 140MPH/C 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. 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 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. N/A 2x6 STUD SPACING 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; @ 16" O.C. @ 16" O.C. @ 16" O.C. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 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 A. FLOOR LIVE LOADS LPSF) _ OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR A.1. SLEEPING ROOMS 30 AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 2. 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 Al ATTICS W/ STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4. PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH A.3. ATTICS W/OUT STORAGE 10 ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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. A.4. POOLROOMS 75 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) PIPE SUPPORTS SHALL BEA MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) A.5. BALCONIES 40 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 CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING A.6. DECKS 40 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL A.7. STAIRS 40 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. A.8. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/". ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 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 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING B. FLOOR DEAD LOADS fPSF) 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -0N -GROUND WHERE-1982.ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1 B.1. ALL AREAS 10 13. INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN C. ROOF LIVE LOADS C.I. #11 AND SMALLER 3/• 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED C.I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). 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 TO U240. IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED2017. ( ) 7. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (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). D. ROOF DEAD LOAD ASF) CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT D.1. FIBERGLASS SHINGLES 17 ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 1. UNDER STAIR PROTECTION: GARAGES AND CARPORTS POLYMER PAINT. D.2. CONCRETE TILES 25 MASONRY DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) FBCR, 6TH EDITION (2017) SECTION 302.7 1. GARAGE DOOR 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL E. WIND LOAD CRITERIA o 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. EXTERIOR FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH 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. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. E.2. EXPOSURE CATEGORY C 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, 20. DRAFTSTOPPING TO COMPLY W/ FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 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 7. 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 (92.9MI. E.4. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSL 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM C926 E.5. OPEN BUILDINGS 0.00 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 E.6. ENCLOSED BUILDINGS ±0.18 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 21 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. F.I. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 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 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 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 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 ARE FOUND PROVISIONS OF SECTION R606.2.11 OF THE FBCR 6TH EDITION (2017) 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. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 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 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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. 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 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. PLUMBING BY BUILDER" NOTE ON COVER SHEET (CS). REINFORCING STEEL 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 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. t ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE 2. WATER SUPPLY LINES SHALL BE: 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 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; DE REQUIREMENTS AND THE BUILDING CO S IFOR REINFORCED CONCRETE, ACI 318-11. 2.1. CPVC. OR AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) ' PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 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. ' FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 107 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. COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) PIPE SUPPORTS SHALL BEA MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 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 CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 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 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 3. CONDENSATION LINES SHALL BE MINIMUM'/.- PVC (SCHEDULE 40), INSULATED WITH %:' AMAFLEX. 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 EDITION2017. ( ) 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. WHEREVER POSSIBLE. 1i. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 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 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). 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 9• 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (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). C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (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). C.I. #11 AND SMALLER 3/• 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, D. BEAMS & COLUMNS: D.I. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1 Y:" 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 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 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED2017. ( ) 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 6TH EDITION (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). ELECTRICAL FIRE-RESISTANT CONSTRUCTION 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). 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 1. UNDER STAIR PROTECTION: GARAGES AND CARPORTS 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 A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Yz' GYPSUM BOARD, DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) FBCR, 6TH EDITION (2017) SECTION 302.7 1. GARAGE DOOR 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. 4. o 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. EXTERIOR FINISHES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 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, 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 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 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 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL 3/8 INCHES THICK, OR 20 MINUTE FIRE RATED DOORS AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM C926 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. 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 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 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: CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, I INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO INSTALLED FOR EACH MOTOR VEHICLE SPACE. OPENINGS INTO THE GARAGE. TIMBER - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS "L" - FLASHING - HORIZONTAL LATH AND PAPER DETAILS 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS 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 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS 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. - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS SITE WORK B. NATIONAL FOREST PRODUCTS ASSOCIATION: - WINDOW FLASHING DETAILS B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. D. TRUSS PLATE INSTITUTE: 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 D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) ASTM -C-1063 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. E. APA -THE ENGINEERED WOOD ASSOCIATION THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. E.1. ENGINEERED WOOD CONSTRUCTION GUIDE 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 7.11.1.10E THE ASTM -C-1063 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 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 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. MAINTENANCE 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 A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 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 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 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 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. WITH ASTM D-1557. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. CONSTRUCTION OBSERVATION 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 1. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. C 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. _ 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 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 ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 5/8" OSB EXPOSURE -1 OR 5/8" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS 10. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/.- SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 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. it. 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 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MANUFACTURER SPECIFICATIONS. CONTROL DATE: 05/18/18 rA R C H I T E C TS Design G roup �n�. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: ' GENERAL NOTES ARCHITECT STATE OF FLORIDA ROLANL) A. ABOUCHACRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET NOF Cj 1111111,11 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: ' GENERAL NOTES ARCHITECT STATE OF FLORIDA ROLANL) A. ABOUCHACRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET NOF Cj TEXTURE N CEMENTIOUS COATING PER (ASTM C92(o) ----1 (TYP.) RAISED +1 BAND (TYP.) 18'x60' DECO SHUTTERS (TYP.) WINDOW �� HDT. a BDRM. #� 5CAL 18'x60' FOAM WINDOW DECO 5HUTTER (TYP.)18'x0' DE DECO O' O TEXTURE CEMENTIOUS TTERS COATING PER (ASTM C926) CTYPJ RAISED - BAND +1 (TYP.) TEXTURE CEMENTIOUS COATING PER (ASTM C132(o) (TYP.) 6' WIDE F BAND BAND DETAIL 2 5CALE. 3/4n_,i-0u TEXTURE GEMS COATING PER (ASTM WINDOW 8' TEXTURE CEMENTIOUS COATING PER (ASTM C92(o) (TYP.) +2 ro' WIDE RAISED +1 +1 BAND (TYP.) FRONT ELEVATION SCALE:1/4'=1'-0' ELEVATION F SECOND FLR BRG. CALCS ,Wl 12' HEEL HT. 279 SQ.FT. Y OLSEGOND FLR. HDR 1.86 SQ - TEXTURE CEMENTIOUS 267.8 SUN. SOFFIT VENT VENTILATION PER LF COATING PER (ASTM C926) REQUIRED LF OF SOFFIT VENTILATION 23 (TYP.) PROVIDED LF OF SOFFIT VENTILATION 23 LF TOTAL # OF VENTS PROVIDED 4 18'x60' FOAM -' 03 DEGO SHUTTER r LF (TYPJ 82 LF OL SECOND FIN, FLR. Y _ h FIRST FLR BRG. FIRST FLR HDR OL HEIGHT, U.N.O. _ Y TEXTURE CEMENTIOUS COATING PER (ASTM Cg2(o) cs3 (TYP.) c� OL FIRST FIN. FLR. ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 279 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 1.86 SQ - FT -REQUIRED VENTILATION AREA (1.86 x 144) 267.8 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF REQUIRED LF OF SOFFIT VENTILATION 23 LF PROVIDED LF OF SOFFIT VENTILATION 23 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1683 SQ - FT -NET FREE VENTILATION AREA REQUIRED (1/300) 5.61 SQ.n REQUIRED VENTILATION AREA (5.61 x 144) 807.8 SUN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 807.8) 403.9 SUN. OFF RIDGE VENTILATION AREA 115 SQ-IN./VENT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.51 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION W TOP OF ROOF 404 SUN. _ REQUIRED LF OF SOFFIT VENTILATION 35 LF PROVIDED LF OF SOFFIT VENTILATION 82 LF A R C H I T E C TS Desmin Grouinc. 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co AA #: 0003325 BAND DETAIL 4 5CALE: 3/4'=I' -O" TEXTURE CEMENTIOUS Sµ COATING PER (ASTM CS26) (TYP.) 6' WIDE RAISED WINDOW BAND (TYP.) +2 csJ +1 +1 TEXTURE GEMENTIOUS—,, COATING PER (ASTM G926) (TYP.) SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT.#: 02997.000/05581 PAGE: FRONT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA 31� 11 ZIA, /' ROIlAND A.I HACRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4)1=11-0" SHEET OF U .mm■au� , BAND DETAIL 4 5CALE: 3/4'=I' -O" TEXTURE CEMENTIOUS Sµ COATING PER (ASTM CS26) (TYP.) 6' WIDE RAISED WINDOW BAND (TYP.) +2 csJ +1 +1 TEXTURE GEMENTIOUS—,, COATING PER (ASTM G926) (TYP.) SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT.#: 02997.000/05581 PAGE: FRONT & REAR ELEVATIONS ARCHITECT: STATE OF FLORIDA 31� 11 ZIA, /' ROIlAND A.I HACRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4)1=11-0" SHEET OF U 1 SHINGLES 21'-E�' SLE)G, HT RIGHT ELEVATION SCALE:1/4'=1'-O' ELEVATION F -ON A R C H IT E C TS /Design QU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 O SECOND FLR 5RGs. W/ 12' HEEL HT. SECOND FLR HDR ti 1' -ON e m 12 �r 5� - SECOND FIN. FLR CQ� FIRST FLR ERGs. FIRST FLR HDR - HEIGHT, U.N.O.11-01 a Q� � U1 41-01 1-01 FIRSTFIN. FLR.111111111 RIGHT ELEVATION SCALE:1/4'=1'-O' ELEVATION F -ON A R C H IT E C TS /Design QU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 O ti a CQ� a Q� � A � 0 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MO DEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT - STATE OF FLORIDA 'JUN 12 2018 DATE: 6/12/1. SCALE: 1/4"=1'-0" SHEET 2 OF 8 S Q. FT. CALL.' S 15T. FLR. LIVING 1091 5Q. FT. 2ND. FLR. LIVING 1683 5Q. FT. TOTAL LIVING 2180 5Q. FT. 2—CAR 4 TANDEM GARAGE 635 SQ. FT. ENTRY 91 5Q. FT. LANAI 100 SQ, FT. TOTAL 3612 SQ. FT. NOTE: PRIOR TO DRYWALL INSTALLATION ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAT FIRST RR WINDOW CALCS: COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL f SWAM FOOTAGE WNJDR DESIGNATION ZONE 160 MPH VW�D 1 112 16'-o'x1'-o' O.N. g 24.5/-30.2 2 22 3068 OR. 4 21.9/ -30.4 3 16 25 -SH 4 28.5/ -31.0 4 16 25 -SH 5 28B/ -31.6 5 34 (2) 25 -SH 4 26.9/ -29.4 6 34 (2) 25 -SH 5 213/ -352 1 34 (2) 25 -SH 4 26.9/ -29.4 8 41 6068 S.G.D. 5 26.1/ -292 WIND DESIGN CRITERIA A BASIC WIND SPEED_ MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY -TYPE II EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Volt DESIGN WIND SPEED. FBCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. li (Z ARCH DETAIL L C 3 1/2' N 1,-4, ' MAX DBL. TOP PLATE w WOO2x4 D FRAMED • 16' O.G. 1MCABINET SECTION -r pi HUTCH (3� ARCH DET C LIL ' OR 42' PERS CLASS ERTS ?1' BASE CAB. F u 4'-10" +HB: FIRST FL SCALE: 1/4'z 1'-0' OOR r -A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � (2) 25-SHC (R./T (2) 25 -SH j LANAI Q I 1A u l lo'-o'xlo'-o' -DINETTE I -� P I =3 8'-8' CLG.w 12'-4'x9'-1' = 1 10'-0" I 42' HIGH UJALL I i UJ/ WOOD CAP - FAMILY RM. -1t--} 16'-0'x20'—o' I I J Y 8'-8' CLCD. z wo- I� 42' HIGH RAILING I K > 1'-4' S1-01 4'-0" I 8'-2° 2'-1' I , N � _ 11 2--11 [Q 1 -CAR KITCHEN —m TANDEM GARAGE 8'-8' CLG. F = = = � —' 4x4 POST OPT. - � 9' -10'x19'-4' LBUJ - C-- -----— RE1=. 4 -SH , _ O T. H. R/T x4 POST LBW. CA x 006 8' I 1'-10" 4'_g n d.l m DBL. IC TUC)RA DBL. PWDR. 1R-1SH 0 c� i _ STUD WC. CLCx. U �n Cit �, I lu 3 8 �- _oND.� a N DINING 0lool x@ _ /LIVING ROOM x E ---- 11' -8'x20' -o' /COND _ 2 8'-8' CLC;. <K >> 8 k 3 -10 a I , STUD X U J I IUB a wa;oi� I R PouR 2—CAR GARAGE e "j SOLID 19'-4'x20'-4' 2 CLG. tp� -' 3 4 _ iCl 25 -SH 25 -SHO MT. -------- ---LINA P 2_KD ABY. -- 2'-4' e- r22'x36" ENTRY I Attic I 19'-4'x5'-0' ( a) L,�ccEssJ 8'-8' CLG_--------------- HB. 16'-0'x1'-0' ORO 16'-0" 2'-4' 5'-0' 1 -0' 12'-4' 11-01 r 2'-4' 20'-S" 19'-4' 40'-0* FIRST FL SCALE: 1/4'z 1'-0' OOR r -A R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �II"I'I'II 000000000/ SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI PAGE: FIRST FLOOR PLAN ARCHITECT STATE OF FLORIDA JUN 12 4018 RO A. cHaca,a AR NO 93723 DATE: 6 /12 /18 SCALE: SHEET 3 OIF 8 SECOND RR WINDOW CALCS: COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL t FOOTAGE DESIGNATION ZONE 150 MPH WW 1 15 3050 -SH AteCWTOP 428.61 -31.1 G 88 lA 15 3050 -SH EGRESS 5 28.61 -318 2 15 3050 -SH EGRESS 428.6/ -31.1 3 12 3040 -SH (TEMP-) 5 29.1/ -31.6 4 15 3050 -SH EGRESS 428.61 -31.1 5 15 3050 -SH EGRESS 4 28.61 -31.1 6 15 3050 -SH 4 28.61 -31.1 1 15 3050-514 5 28.61 -31.8 S 15 3050 -SH 5 28.61 -31.8 ARCHTOP O 9 15 3056 -SH 4 28.6/ -31.1 LAV. T C �� ARCN7C)P EGRESS �% �A/CJ'i I I WIND DESIGN CRITERIA A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VOLT=150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED 5Y 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. 40'-0' 19' -10' 12'-6' O I I- - - - - - - - - - - - - - - - - - - - - - - - - L INE OF IST. FLR. BELOW 0 5'-S•v 4'-2' 3'-6' (D304( -SH I- (TEP.) 34'x60' FIBERGLASS SHM A R C H IT E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1R-1SH � 3050 -SH ------ �► EGRESS IL W.I.C. 18 OWNER'S SUITE -0 CLG. TRAY CLG. 0-101 I1K 3`-6' ELL — — — — — 1R-1SH I U� I I 8 � � zl W.I.C. \ - -- cLG. --------- tY I 5'- 0' CLG. 13: -I IN I� 1R-iSH O • TUB LAV. T C �� % �A/CJ'i I I `� BATH#1 6 1 LA/Cy 8'-0' CLG. "o F —17 9'-2" �l 42HIGH j WALL W/ WOOD GAP ' �IIIIIIIIII m IR -18H � _BF 4-0 LOFT BF. 13'-8'x20'-6' 8'-0' CLG. 14'-4' BDRM. 4 N CLG. e -SH 30 LARCCWTOP OO AR, EG 0'0� 14'-4" l'-10' 10 1(o'-2' 11 20'-a' F- I I- - - - - - - - - - - - - - - - - - - - - - - - - L INE OF IST. FLR. BELOW 0 5'-S•v 4'-2' 3'-6' (D304( -SH I- (TEP.) 34'x60' FIBERGLASS SHM A R C H IT E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV_ & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECOND FLOOR PLAN scALE: 1/4"=1'- 0" SHEET 4 OF 8 �IIIIIIIIII �omvom0000r SUBDIV_ & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECOND FLOOR PLAN scALE: 1/4"=1'- 0" SHEET 4 OF 8 A It'C H IT E C T S Desi n G ro ulfinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 3/4' T4G SUS FLOOR GLUED 4 NAILED 10'-O3%' 2ND. PIN. FLR. — — — V-5'5RG, HT. PRE -ENG. FLR. \ TRUSSES SECURE 2x12 STRINGER TO SOLID NAILING UJ/ 12d NAILS TO 8E NAILED FROM 5ACK51DE (2) LAYERS OF 3/4'—/ PLYWOOD OR (2) LAYERS OF 3/4' SU8 FLOOR MATERIAL RIPS FOR SOLID GARAGE NAILING MAX � Q 3/4' KICK � PLATE � OPEN lam" 42' HIGH RAILING MIN - m� 3ro' CONT. HANDRAIL —' SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: STAIR SECTION SCALE: SHEET 4 OF 8 �IIIIIIIIII �ovoomovoo� 3/4' T4G SUS FLOOR GLUED 4 NAILED 10'-O3%' 2ND. PIN. FLR. — — — V-5'5RG, HT. PRE -ENG. FLR. \ TRUSSES SECURE 2x12 STRINGER TO SOLID NAILING UJ/ 12d NAILS TO 8E NAILED FROM 5ACK51DE (2) LAYERS OF 3/4'—/ PLYWOOD OR (2) LAYERS OF 3/4' SU8 FLOOR MATERIAL RIPS FOR SOLID GARAGE NAILING MAX � Q 3/4' KICK � PLATE � OPEN lam" 42' HIGH RAILING MIN - m� 3ro' CONT. HANDRAIL —' SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: STAIR SECTION SCALE: SHEET 4 OF 8 SECURE STRAP A/C UNIT SIMP50N WB ROLL TO CONC. 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ON CHAIRS 2'-0' BARRIER ON z w > 4' 8' 4' 4' > 4' 6' 6' 4' 4' (3) 5 REBAR ON CHAIRS (3) 5 REBAR LLELL-COMPACTED GLEAN FILL m � ON CHAIRS (BORA-CARE) U LANAI/ENTRY 2 -STORY FOOTING TYP. PAD FOOTING GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP �C STEP-UP 2 -STORY �D W BLOCK WALL 3 AT ENTRY LANAI q NON-BEARING 4 NON-BEARING cJ 1 -STORY L.B.W. 5A 2 -STORY L.B.W. 5B 1 -STORY L.B.W. 5 2 -STORY L.B.W. SCALE: I/2'=1'-0' SCALE: I/2'=I'-0' SCALE: i/2' -I'-0' SCALE: 1/2'-1'-0' - SCALE: 1/2'-1'-0' SCALE: I/2'=1'-0' SCALE: 1/2'-I'-0' , SCALE: IR' -1'-0' SCALE: 1/2'-i'-0' POUR WALL SOLID FOR (1) 5 REBAR VERTICALLY W/ ENTIRE LENGTH OF OPEN JO W (1) 5 REBAR CONC. POURED CELL ABOVE CONDITION. (l) 5 REBAR + 16' O.C. MAX, IN z p w VERTICALLY W/ CONC. �INFORGE PER PLAN. GONG. 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W/ 6'x6' iA L,-- ° ° a < 3 1/2' CONC_, REINF. W/ 6'x6' j F • 24' OL, MM 74' M SLAB _ GLEAN TERMITE TREATED FILL 1- �7 TO RY FOOTING WI.4xW1.4 WWF OR FIBERMESH W1.4xWh4 WWF OR FIBERMESH 0 ° 3 1/2' CONC, RE INF. W/ 6'x6• � � ON 6 -MIL POLY ETHYLENE • • ON 6 -MIL POLY ETHYLENE _ ° ° VAPOR WUF OR FIBERMESH - O (1, 5 REBAR a,, CHAIRS AT FRONT PORCHES VAPOR BARRIER ON VAPOR BARRIER ON - U • • 4'. REINFORCED W/ • • ° ON 6 -MIL POLY ETHYLENE FIBERMESH AT A RATE OF :5 WELL -COMPACTED CLEAN ° WELL -COMPACTED GLEAN VAPOR BARRIER ON v B SCALE: I/2'=I'-0' Z W 4' 8' 4' TERMITE TREATED FILL Z W w TERMITE TREATED FILL Ibe. PER CUBIC YARD ON > i> E O 4' 6' 6' 4' Z W w ERMIT TREATED FILL L L w 6 -MIL POLY ETHYLENE VAPOR I'-4' O "� U w i > 4' 6' 6' 4' O 6' 6' 6' 6' BARRIER ON (2) 5 REBAR U I'-8' (3) 5 REBAR ON CHAIRS L > O ^ u ON CHAIRS OU m U (BORA-CARED CLEAN FILL ENCLOSURE SECURE BT. PLATE TO OPT. SCREEN in I' -S' (3) 5 REBAR ON CHAIRS 2'-0' - - - - SECURE STUDS BLK W/ }'x9' ANCHOR - !3) 5 REBAR SCREEN ENCLOSURE TO BTM. PLATE BOLT W/ 2' WASHER SET IN 2 -STORY FOOTING 2 -STORY FOOTING AT °" `"AIS 2 -STORY FOOTING GARAGE DOOR FOOTING ATTACHMENT AS PER W/ SIMPSON SP -4 SIMPSON HIGH STRENGTH SCALE: IQ' -I'-0' MANUFACTURERS + 32' O.C. MAX EPDXY 6' EMBED. MIN. + 1 -STORY FOOTINGSPECS. 3r OG MAX. AT GARAGE @_qAR� EBLK.O WALL 6 C AT�GARAGE �'_0' FIN. FLR 6 AT GARAGE 6 A SCALE: 1/2'-1'-0' SCALE: 1/2'.P-0. a ° . 3 1/2' CONC, REINF. W/ SECURE BT. PLATE TO ii i i • 6'x6' WI.4xWl.4 UUUF OR SLAB W/ }'x9' ANCHOR S/ � i FIBERMESH ON 6 -MIL % POLY ETHYLENE VAPOR SECURE BT. PLATE TO BOLT W/ 2' WASHER SET IN �� z m BARRIER ON BLK W/ (1) 10d MASONRY SIMPSON HIGH STRENGTH L > 4' 8' 4' NAILS + 32' O.G. (MAX) EPDXY 6' EMBED. MIN. + PAVERS 6' > WELL -COMPACTED CLEAN -4' TERMITE TREATED FILL 32' OG MAX F 1 5 CONT. 1'-0' (2) 5 REBAR ON CHAIRS POURED LINTEL CONT. (TYP.) a ro.;. 8' CMU FILLED CELL (TYP-) Z , ST 5 REBAR SET IN SIMPSONBED HIGH Q 1 -STORY FOOTING STRENGTH EPDXY 6' EMBED. MIN. LJ A WAPAYER AREAS��.W UPLIFTNCH FOOTING / ) B a° ° a 2X WALL FRAMING Q • (3VXS' ANCHOR BOLTS or (3.h'XS' V SCALE'=I'-0' 3 I/2' CONC, REINF. W/ - ` • • J -BOLTS MIN. V EMBEDMENT W/ 2'X2'Xl/8' Z W _ 6'x6' IE5H .4 WWF IL 3 V2' CONC, REINF. W/ WASHER AND NUT SPACED EVENLY FROM _ 6'x6' WI.4xW1.4 WWF OR FIBERMESH ON 6 -MIL w FLOOR TO BOND BEAM. SET IN JOINTS �> POLY ETHYLENE VAPOR F > FIBERMESH ON 6 -MIL PRIOR TO FILLING. (SLEEVED ANCHOR IN 3 1/2' CONC, RE INF. W/ 6'x6' in 4' 8' 4' BARRIER ON O - POLY ETHYLENE VAPOR_ _ SOLID POUR ACCEPTABLE RETROFIT) - ° , WIAXW1.4 WWF OR FIBERPMESH ON - - - - - WELL -COMPACTED CLEAN 4' 1'-0' 4' BARRIER ON ° ° d 0'-0' FIN. FLR 6 -MIL POLY ETHYLENE VAPOR ° a p_4' TERMITE TREATED FILL WELL -COMPACTED CLEAN • °• BARRIER ON WELL -COMPACTED (2) 5 REBAR ON CHAIRS I'-8' TERMITE TREATED FILL CLEAN TERMITE TREATED FILL na (3) 5 REBAR ON CHAIRS m a GROUTED BOND BEAM 1 -STORY FOOTING 2 -STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR a " VARIES PER ELEV. Q AT L.B.W. W NO -UPLIFT) (� AT L.B. W. @�BLLOCK WALL CONNECTION OMITTED DOWELS TIE VERTICAL REBAR SCALE: I/!' -I'-0' cJ SCALE: I/1'=1'-0' SCALE: 1/2'=I'-0' /� %%% RE A RW1 10' NAL HO L1 SCALE: 1/2'=1'-0' > REBAR W/ TI HOOK E TIE VERTICAL REBAR O TO HORIZATIONAL U 6' PVC CHASE THRU FOOTING GROUTED BOND BEAM �+ ° a REBAR W/ 10' HOOK 8' VARIES 8' 1 -STORY VARIES PER ELEv. - VARIES PER ELEV. CAULK AND SEAL (2) 5 REBAR ON CHAIRS n 3. 3. 2 -STORY z (3) 5 REBAR ON CHAIRS i a ° ° a GROUTED BOND BEAM it TA 14 (2) 5 REBAR + 1 -STORY a a v (3) 5 REBAR a 2 -STORY -s - - - GAS LINE OUTSIDE REBAR TO BE "ao a ✓/\\//\\//\\//\\ ° °--iE; \ /\\ ` CONTINUOUS (1) 5 REBAR VERTICALLY W/ CONC. 1 ° POURED CELL }' PVC SLEEVE FOR GAS LINE , � \\�\\// / a,CMU INSUL. MIN d a I/2' GYP. WL. BD. _ (U #5 - GON7. z wMU a' ` wooD BASE _ o U z 1/2' DRYWALL 2'-1' MIN. LAP y W .4 w 3 1/2' CONC, RE INF. W/ 6'x6' 10 SHOWER RECESS FOOTER ZQ w1.4xW1.4IluFORFIBERMESHON WOOD BASE `V 6 -MIL POLY ETHYLENE VAPOR REBAR LAP AT FOOTING BARRIER ON WELL -COMPACTED FOR INSPECTION .4 FOR INSPECTION SCALE: I' -I'-0' T U Q CLE KOUT REQUIRED 0- CLEANOUT REQUIRED CLEAN TERMITE TREATED FILL Q z z_ I' RECESS FOR SG.D. TRACK a d dTT a d m e N 0'-0' FIN. FLR ry ° 0'-0' FIN. FLR (' JA FINISH FLOOR 6' PVC CHASE THRU FOOTING a a • ° TIE VERTICAL REBAR ° TIE VERTICAL w a , a d D (1) 5 VERT. DOWEL �a a TO HORIZATIONAL ° �a a TO HORIZAT REBAR Q ' a LAPPED W/ BOND BEAM > I -STORY °.a a < REBAR W/ 10' HOOK NAL > c---�F--� REBAR W/ 10' HOOK d° ° g a W/ 5` LEAP MINBAR T CORNERS 0 4 8 4 (2) 5 REBAR ON CHAIRS P-4' 2 -STORY (3) 5 REBAR ON CHAIRS Lu d d > - > 44. 4 a m� HORIZONTAL/ VERTICAL TYP. REBAR LAP 1 -STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK REINFORCING BEARING CHANGE 11 AT LINTEL CORNERS W BLOCK WALL E SC ALE:1/2'•I'_0' F SCALE:I/2'■i'-�' 11 SCALE: I'•I'-0' � SCALE: I'.I'-0' _ C SCALE: i/2',I'-0' � SCALE: I/2'.P_0' A R C H IT E C T S v GrDesign oup �nc. 1441 N. RONALD REAGANJBLVD.LONGWOOD, FL 3275PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.c AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT,-!: 02997.000/055R1 PAGE: FOUNDATION DETAILS SCALE: 1/3"=1'-0" SHEET OF u 5A 11 �lII101111 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT,-!: 02997.000/055R1 PAGE: FOUNDATION DETAILS SCALE: 1/3"=1'-0" SHEET OF u 5A N m rA R C Hi T E C TS Design FAX:407-774-4078 L . i www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE- DOWEL PLAN ARCHITECT- STATE OF FLORIDA :! 12 RO ND A. OUCHACRA AR NO 3723 DATE: 6/12/18 SCALE: 1/4"=1'-0" SHEET OF U 5� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ - - - - - 4-8' Precast- 586 1163 4'-8' Precast 659 1165 5'-4• Recast - bbb - 1355 1'-8' - - - - - - - - - - - - - - - - - - - - - - - - - - - - 650 Illl 5'-10` Recast TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS 1105 - LINTEL SAFE LATERAL LOADS (PLF) LINTEL SAGE LATERAL LOADS - (PLP) Total Length T' e - 8'x8' - PLAN - 8'x8' SOLID Total Length - - Tape B' DOOR HEADER PLAIN - B' DOOR HEADER SOLID T-10' Precast 1998 3%4 3'-8' Recast - IT 2011 L-1 Precast 1" 2318. 4'-0' Precast 950 16,11 4'-0'. Precast .844 I604 4'-2• Precast 661 - 1521 4'-6' Recast 11 638 1266 4'4' Precast 188 1386 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ - - - - - 4-8' Precast- 586 1163 4'-8' Precast 659 1165 5'-4• Recast - bbb - 1355 1'-8' Recast 650 Illl 5'-10` Recast - 543 1105 - 1'-8' -- Recast - 504 564 - 1,'-4- - - Recast 634 1364 Recast 411 181 L-5 Recast 617 1288 Recast - 356 664 L-1 Recast 518 t2m 9'-8' Recast 286 - 535 l'-6' Recast - 446 938. - - - - - - - - - - - - - - - - - - - - - - - - T-8' Recast - 425 -- 894 V-0' Recast - 381 - 814 V-4' Recast 354 145 V-4' Recast 211 583 10'-6' Recast 192 - 453 Ir -4' Recast - 198 -620 IT -0' Recast 164 549 @'-6' Recast 43 - 504 13'-4' Recast 116 - 404 1'-0' Recast 99 391 - 4-8' Prestressed - NA 341 V-4' Prestressed NA. 302 7-4• Prestressed NA 213 19'-4' Prestressed NA. IIIb 20-0' Prestressed - NA 159 21'-4' Restressed NA 131 -510 Prestressed - NA 120 1082 Prestressed NA 93 NR - Not Recomnerded - - - - 959 184 1041 V-0' 6'-8' PRECAST (2)'4 (2) 2 FOYER I I L0TT'S CONCRETE P.O. BOX 111255 WINTER GARDEN, FL 34111 PH. (401) 656 2112 LINTEL NO. LENGTH TYPE: 8'-8' 5RG. HT. COMMENTS L-1 17'-4' 6/28-5-(IJU/(1)L PRESTRESSED L-2 4'-8' 6/22-5-(i)U/(0A_ RECESS L -2A 6'-4' 6/12-5-(I)J90/L (2)'2 L-25 14'-0' 5/12-8-NA,19 L 1809 L -2C 5'-4' 6/12-8-(I)U/(0)L 1'-2' L-3 8'-4' 6/24-5-(UU/(IA_ 2415 L-4 -I'-(o' 8/24-8-(I)U/(IA_ 4815 L-5 i'-ro' 8/24-6-(IU/(UL (2) 2 L-6 l'-6' 8/24-8-(1)U/(1)L 2111 L-1 l'-6' 8/24-8-(W/(I/L 3'-2' L-8 10'-(o' 8/16-S-CI)lI/(IJL 1343 L-9 I0'-6' 8/16-8-C1)U/C1JL 2608 V -S' CLG. MIQ Ld �D� f L-3 a 25 -SH 25-5H d - - - LINE OF 2ND_ FLR. A5v.- - - - - - -- --- ' • �w >f?�2�'X3�'� ENTRY POUR 8 8 ATTIC k S -S CLG. i L -2C 8/8-S-(1) #5/(0) #5 8/6-S-(1) #5/(0) #5 SOLID LACC�SS� 1 NR- NOT RECOMMENDED TABLE NO. 3 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BOTTOM TOP- CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR 10751. (PSS I M5L (175U I (1751- (1)'511 1 (1)5L(275U 1501 1399 1893 1124 1330 1053 9179 852 19l 659 - _ - TABLE No. 2 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) - 8" X 16 COMPOSITE LINTELS TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES -- LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR UNFILLED GRAVITY CAPACITY (I)rL GRAVITY GRAVITY CAPACITY CAPACITY (0750 (1)5L (175U UPLIFT UPLIFT CAPACITY CAPACITY I115L (1)5U (1751- (2)511 UPLIFT CAPACITY (]751- (2)'5U 1'-6' PRECAST (2)'2 (2) -2 4245 1809 1809 8529 10000 314' 1'-2' PRECAST (2) 2 (2) 2 2415 3831 3831 4815 4815 4'-0' T-8' PRECAST (2) 2 (2) 2 1183 2111 2111 3386 3386. - 4'-6' 3'-2' PRECAST (2)'2 - (2) 2 1343 2165 2165 2608 2608 4'-S' Y-4' 1 PRECAST (2)2 (2) 2 1232 1 2011 1 2011 2421 2421 5 4' 4'-V PRECAST (2) 3 (2) 2 1006 1651 1651 1810 1881 Ell -101 4 -6' PRECAST (2) -3 (7) -2 860 1423 -1423 1410 1609 6'-4' F-0' PRECAST (2) 4 (2) 2 140 1283 1283 1216 1405 - 6'-6' 5'-2' PRECAST (2) 4 (2).2 110 1232 1232 145 1348 I' -I' F-4' PRECAST M-4 (2) 2 682 1184 1184 1081 1295 1-6' 6'-2' PRECAST - (2)-4 (2) 2 -510 991 -991 825 1082 T-8' 6'-4' PRECAST (214 M-2 551 5" 959 184 1041 V-0' 6'-8' PRECAST (2)'4 (2) 2 518 902 902 112 984 8'-4' T-0' PRECAST (2) -4 (2) 2 488 851 851 848 921 9'-4' V-0' PRECAST M-4 (212 416 - 126 126 499 190 10'-6' 9'-2' PRECA5T (2) 4 (2) 2 354 618 618 380 613 II' -4' 10'-0' PRECAST (2).1 (2) 3 315 561 1 561 311 bell 12'-0' 10-8' PRECAST (2)'5 - (2).3 292 - 525 1 525 211 561 Q' -b' 11'-2' PRECAST (2) 5 (2) 3 211 498 498 251 512 13'4' 12'-0' PRECAST (2) 5 (2) 3 255 458 458 214 - 442 W'-0' 12'-8' PRECAST - (2).5 (2) 3 239 430 430 SO - 3% 14'-8' 13'-4' - PRE5TRE55ED (2)-4 (2)2 N.R. 418 418 230 446 5'-4' W-0' PRESTRESSED (2)-4 - (2)2 NR 319 319 - 210 401 Il'V20'- 129 PRESTRESSED (2)'4 (2)2 N.R. 289 - 288. 163 311 19'PRE5TRE55ED 633 - 213 (2).5 (2) 3 NR 224 224 BI 254 20PRE51RE55ED 200 394 (2) 5 (D 3 NR 201 - 201 122 231 21'' 330 PRE51RE65ED (2)-5 12) 11 - NR ITT Ill 10l 208 27 PRESTRESSED (2)5 (2)3 NR 164 164 iw 1% CLEAR SPAN PRESTRESSED (2)S M-3 - - NR 132 -1 132 84 163 NR- NOT RECOMMENDED TABLE NO. 3 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN BOTTOM TOP- CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR 10751. (PSS I M5L (175U I (1751- (1)'511 1 (1)5L(275U 1501 1399 1893 1124 1330 1053 9179 852 19l 659 - _ - TABLE No. 2 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) - 8" X 16 COMPOSITE LINTELS - - REINFORCING SCHEDULE & LOAD CAPACITIES -- LINTEL LENGTH CLEAR SPAN - LINTEL TYPE LINTEL STEEL - BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)5L (I)SU GRAVITY CAPACITY (175L (I)o5U - UPLIFT CAPACITY (1)15L (1)t511 UPLIFT CAPACITY (]751- (2)'5U 2'-10' I'-6' PRECAST (2) 2 (2) 2 10000 10000 10000 10000 314' 2'-2. FRECAST M-2 (2) "2 5931 10000 10000 10000 4'-0' 2'-8' FRECA5T - (2)2 (2)-2 42(1 10000 8739 10000 4'-6' Y-2' PRECAST 0) 2 (2) 2 3211 Sal 6592 10000 4'-8' 3'-4' PRECAST (2).2 (2)') 2944 8414 6049 10000 - V-4' 4'-0' PRECAST (2) 3 (2) 2 4823 643 1 4421 1041 5'-10' 4'-6' PRECAST (2)3 (2)2 1 3923 5015 3600 5430 1'-4' 5'-0' PRECAST - (2) -4 (2) 2 4115 4115 - 2982 4411 V_(" 5'-21 PRECAST (2)-4 (2)2 3934 3934- 26104151 8913 1'-8• 5'-4' FREC467 (1)-4 (2)2 3119 3119 2653 3919 1-6' 6'-2' PRECAST (2)-4 (2)2 2911 2911 20303060 6411 1'-8' 6'-4' PRECAST (2)4 (2)2 2796 2l% 1932 2931 11 8'-0' 6'-8' PFEGAST (2)-4 (2)2 2581 2581 1154 2102 8'-4' T-0' PRECAST M-4 (2) 2 23% 23% 1600 2506 V-4' 8'-0' FRECAST M-4 (2)2 I%9 1969 1238 2055 10'-6' 9'-2' PRECAST M-4 (2) 2 1621 1621 941. 1695 A'-4' 10'-0' 1 PRECAST (2).1 (2).3 1455 1455 195 1504 - T_0' 10'-8' PRECAST (2).5 (2).3 1335 1335 - 691 1319 12'-6' 11'-2' FREGAST m 5 () i251 1251 634 12% 13'-4' IT -0' PRECAST (2) 5 (2).3 1144 1144 - 545 1129 14'-0' 12'-8' - FREGAST (2)s (2).3 1101 - 1066 - 486 1012 14'-8' 13'-4' PRESTRESSED (2)-4 (2).2 1419 1419 45l - 902 15'-4' 14'-0' FRE5TRE55ED (2)-4 (2)2 1291 1291 411 823 Il' -4' 16'-0' PRESTRESSED (2)-4 (2) 2 993 993 325 641 19'-4' I8'-0' PRESTRESSED - (2) 5 (2).3 165 185 260 - 513 20'-0' 8'-8' PRESTRESSED (2).5 (2) 3 129 - 129 243 4113 21'-4' 20'-0' PRE5TRE55ED Nil (2) 3 633 633 - 213 1 420 22'-0' 70'-8' PRESTRESSED (2)-, (2) 3 591 591 200 394 24'-0' 22'-8' PRE51RE56ED (2) 5 (2) 3 48l 481 161 330 TABLE NO. 7 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL LENGTH CLEAR SPAN - LINTEL TYPE LINTEL STEEL - -CAPACITY BOTTOM BAR TOP BAR - GRAVITY (0751_ WSJ GRAVITY CAPACITY (ML (175U UPLIFT CAPACITY (1)5L WSJ UPLIFT CAPACITY 1175L (2)5U 2'-10' I'-6' PRECAST (2) 2 (2) 2 10000 10000 - 10000 10000 314' 2'-2' - PRECAST (2) 2 (2)'2 9361 10000 10000 10000 4'-0' T-8' FREGA5T (2) 2 (2).2 6139 10000 10000 lowo 4'-6' 3'-7' .PRECAST (2) 2 (2).2 5014 10000 10000 10000 4'-8' 3'-4' PRECAST (2).2 (2) 2 4653 10000 %29 10000 5'4' 4'-0' 1 PRECAST (2) 3 (2) 2 1658 1 10000 1051 1 10000 5'-10' 4'-1' PRECAST (2) 3 (2) 2 6231 10000 5136 10000 6'4' 5'-0' PRECAST M-4 (2) 2 9101 ]0000 4154 9450 - 6'-6' F-1' PRECAST (2) 4 (2).2 8589 10000 4481 8913 6'-8' 5'-4' PRECAST (2)-4 - (2)2 8114 9481_ 4231 8420 - 1-b' b'-2' PRECAST (2)-4 (2)2 6235 6416 3242 6411 T-8' 6'4' PRECAST (2)'4 (2) 2 5938 6024 3085 6163 8'-0' 6'-8' PRECAST (2)'4 (2) 2 5361 5361 2803 - 5593 8'-4' l'-0' PRECAST (2)-4 (2) 2 4831 4831 2551 5030 9'4' V-0' PRECAST. - (D-4 - -2 3126 3126 1982 3858 10'-6' 9'-2' PRECAST (2) -4 _(2) (2) 2 2931 2931 1520 3025 A'-4' 10'-0' PRECAST (2) 5 _ (2) 3 2553 2553 1219 2604 121'-0' io'-8' PRECAST (2)S 1 (2) 3 2305 2305 1123 1 2291 W-6' 11'-21 - PRECAST MS (2).3 2141 2141 1021 1 2099 13 4' 11 0' PRECAST (2) 5 !7) 3 1926 1926 881 1621 14'-0' u -1. PRECAST (2)'5 (2)'3 IllB 1118 lal 1635 14 -8'13 -4' PRESTRESSED (2)14 (2) -2 2345 2345 653 1263 15 -4' 14 -0' PRESTRESSED (2) -4 (2) 2 2136 2136 - 596 1119 rl'-4' I V-0' PRESTRESSED (2)-4 (2)2 1 1(,50 1650 464 918 19'-4' I6-0' 1 PRESTRE55ED (2)s M.3 1310 1 1310 311 135 20'-0' IS'-8'PRESTRESSED PRESTRESSED (2)5 /2)3 1219 1219 341 686 21'-4' 20'-0' PRESTRESSED (1) 5 (2) 3 1067 1 1062 304 601 22'-0' 70'-8' 1PR'c51RES5ED (2J 5 (2).3 994 -I 994 285 565 24'-0' 22'-8' 1 PRE5TRE55ED (2) 5 (2).3 824 1 824 239 413 TABLE NO. 7 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL LENGTH CLEAR SPAN .LINTEL TYPE LINTEL STEEL BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)51. (1751! GRAVITY CAPACITY (I)SL (1)t50 UPLIFT CAPACITY (1151- (17511 UPLIFT CAPACITY (175L (27511 1'-6' PRECAST - (U 2 (2).2 10000 10000 10000 10000 3'-6' 2'-2' PRECAST (2) 2 (2).2 - 10000 10000 10000 10000 4'-0' T-8' PRECAST (L 2 (2).2 1916 10000 - 10000 10000 4'-6' - 3'-2' PRECAST (2) 2 (2) 2 6001 10000 10000 10000 4'-8' Y-4' PRECAST (2).2 (2) 2 5509 10000 10000 10000 5'-4' 4'-0' FRECAST (2).3 (2) 2 9011 10,000 1 8365 10000 V-10' 4'-6' PRECAST 1 (2)3 -(2)2 1381 10000 6806 - 10000 6'4' 5'-0' PRECAST (2) •4 (2) 2 10000 10000 5641 10000 1'-6' 5'-2' PRECAST (2)-4 (2)2 10000 10000 5318 1 0000 5'-4' FRECA5T (2) -4 (2) 2 3638 10000 5021 10000 14' 6'-2' PRECAST (2) -4 (2) 2 1408 9%7 3848 1693 l'-8' 6'-4' PRECAST (2) -4 (2) 2 1054 9168 - 3662 1326 8'-0' 6'-8' PRECAST (2)-4 (2)2 6419 1891 3328 6661 V-4' l'-0' PRECAST (2) -4 (7) 2 5864 6933 3031 6091 9'-4' V-0' PRECA5T (2)14 (2)2 4561 1 5066 2355 4145 10'-6' V.I. PRECAST (2)-4 (2)2 3526 1 3844 1801 3663 11'-4' 10'-0' PRECAST (2).5 (2) 3 - 3290 3290 1521 3038 121'-0' 10'-8' PRECAST (2) 5 (2).3 2938 2938 1336 2133 W-6' 11'-2' PRECAST (2).1 (2).3 2118 2118 1211 2499 L3'-4' 12'-0' PRECAST (2)s - (2) 3 2416 2416 1049 2168 14'-0' 12'-8' PRECAST (2) 5 (2).3 2216 2216 931 IS41 4'-8' 13'-4' PRESTRESSED (L -4 (2).2 2611 2811- 116 1431 -4' 0' PRESTRESSED (2) -4 (2).7 16 26 2616 663 1312 rl'-4' 16'-0' PRESTRESSED (2) 4 (2) 2 2023 2023 516 1022 V-4' 18'-0' PRESTRESSED (2) 5 1 (2) 3 1601 1601 413 SIS 18'-8' PRESTRESSED (2) 5 (2) 3 14% 14% 385 163 21'-4' 20'-0' PRESTRESSED (2) 5 (2) 3 1305 1305 338 - 669 22'-0' 20-8' - PRE5TRE55ED I (2)S 1 (2).3 1222 1 1222 311 629 - 24'-0' 2T-8' PRESTRESSED I (2)S 1 (2) 3 1014 11014 1141 266 521 TABLE NO. 7 - REINFORCING SCHEDULE & LOAD CAPACITIES LINTEL LENGTH SAFE WORKING LOADS (PLF) - LINTEL TYPE - LINTEL STEEL - - - BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)5L WSU 8" X 6" LINTELS UPLIFT CAPACITY (U51- (MU - UPLIFT CAPACITY (P% (2)5U LINTEL CLEAR LINTEL TYPE LINTEL STEEL PLAIN GR4VITY GRAVITY UPLIFT UPLIFT LENGTH SPAN GRAVITY CAPACITY I I CAPACITY CAPACITY I CAPACITY 1 - BOTTOM BAR I TOP BAR CAPACITY 1015E (17SU (1)51- (95U (175. 0511 (^1 (2750 A R C H I T E C T S FAX:407-774078 www.abdesigngroup.com AA #: 0003325 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS LINTEL LENGTH CLEAR SPAN - LINTEL TYPE - LINTEL STEEL - - - BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)5L WSU GRAVITY CAPACITY - W5L (P5U - UPLIFT CAPACITY (U51- (MU - UPLIFT CAPACITY (P% (2)5U PRECAST (2) -2 (2) 2 10000 10000 .10000 _I0006 - Y -61 T-2' PRECAST (2) 2 (2) 2 10000 10000 10000 10000 2'-8' PRECAST (2) 2 (2) 2 9213 10000 10000 10000 3'-2' PRECAST (2) 12 (2) 2 6940 10000 10000 X000 3'-4' PREGAST (2) 2 (2) 2 6364 10000 10000 10000 5'-4' 4'-0' PRECAST (2) 3 (2).2 10000 10000 %19 10000 4'-b' 1 PRECAST (2)3 (2)2 8543 10000 1876 -10000 W-4' 1 5'-0' 1 PRECAST (2)'4 (2) 2 10000 10000 6529 10000 5'-2' PRECAST (2) 4 (2).2 10000 10000 6155 10000 5'-4' PRECA5T (2) 4 (2) 2 10000 10000 5811 10000 14' 6'-2- PRECAST (1)-4 (2)2 6581 10000 4455 8916 1'-8' 1'-4' PRECAST (2)-4 (2) 2 8112 10000 -4240 8491 6-0' 6'-B' PRECAST - (2) -4 (2) 2 1436 - 10000 3853 1121 8'-4' T-0' FRECAST M-4 - (2) 2 6194 10000 3516 1060 T-4' 8'-0' PRECAST (2) -4 (2) 2 - 5293 6983 - 2121 5501 10'-6' 9'-2' PRECAST (2) -4 (2) 2 4086 5043 2094 4248 11'-4' 10'-01- PRECAST - (2) 5 (2)-3 - 4221 4221 1163 3593 10'-8' PRECAST - (2) 5 (2)-3 3115 3119 1549 3110 11'-2' PRECA5T (2).1 (2).3 3412 3412 - 1411 - 2899 13'-4'ID'-0' PRECAST (2).5 (2) 3 2998 2998 1218 2516 W'-0' IT -8' PRECAST (2).5 M-3 - 2131 2131 1088 2260 PRESTRE55ED - (2) -4 (2) 2 3231 3231 149 1484 V-4' 14'-0• PRE5TRES5ED (2)-4 (2)2 2945 2945 683 1355 Il' -4' 16'-0' PRESTRESSED (2) -4 (2) 2 - 2280 2280 532 1055 19'4' IS' -0' PRESTRESSED( 2) 5 (2).3 1813 1613 42 , 844 18'-8' FRE5TRE55ED (2) 5 (2).3 1688 1688 391 188 21'-4' 20'-0' PRESTRESSED (115 !2) 3 1413 1413 348 691 17-0' 20'-8' - PRESTRE55ED (715 (2 3 1389 1380 321 - 649 24'-0' 22'-8' PRE5TRE55ED (2) 5 (2).3 1141 1141 214 544 REINFORCING SAFE 8" X TABLE No. 8 SCHEDULE & LOAD CAPACITIES WORKING LOADS (PLF) 14" COMPOSITE LINTELS LINTEL LENGTH _ CLEAR SPAN LINTEL TYPE LINTEL STEEL - BOTTOM BAR TOP BAR GRAVITY CAPACITY (0)-5L WSU (1751. GRAVITY CAPACITY 050 UPLIFT - CAPACITY (1,-,L WSU UPLIFT CAPACITY (U'5L (2)51! 1'-6' PRECAST -(2)'2 (2) 2 8715 10000 10000 10000 3'-6' 2'-2' PRECAST (2) 2 (2) -2 5014 - 10000 10000 - 10000 4'-0' 2'-8' PRECAST (2) 2 (2)2 365110000 1440 10000 414,' Y-2' PRECAST (2) 2 (2) 2 2141 1021 5612 8228 4'-8' Y-4' - PRECAST (2) 2 (2) 2 2519 6231 5150 1216 5'-4' 4'-0' - PRECAST (2)3 (2) 2 4111 4411 3169 4830 5'-10' 4'-6' PRECAST (2)3 (2)2 3344 3564 3065 - 3865 b'4' 5'-0' PRECAST (2)-4 (2).2 3038 3038 2539 3219 6'-6' F-2' PRECAST (2)'4 2) 2 2881 2881 2393- 3048 5'-4' PRECAST - (2)14 - (2).2 - 2138 2138 2259 2895 6'-2- PRECAST (2)4 (2)2 2193 2193 1129 2309 1'-8' 1'4' PRECAST (2)-4 2106 2108 1645 2219 PRECAST (2)-4 1951 1951 1494 26R5- 8146 T-0. PRECAST M-4 (2) 1825 1825 1363 ISS V-4' F-01 PRECAST (7) -4 (2) 2 1511 1511 1054 1591 10'-6' V-2' PRECAST (2) -4 (2) 2 1 1265 1 1265 801 1324 IP -4' I0'-0' PRECAST (2).5 O 5 1 1138 II38 618 1181 10'-8' PRECAST (2) 5 (2) 3 1041 1041 594 1081 V141 II -2' PREGAST (2) 5 (2) 3 988 988 541 1025 12 -0' PRECAST (2) 5 (2) 3 901 902 465935 12'-8' PRECAST (2J 5 (7) 3 841 842 414 858 A R C H I T E C T S FAX:407-774078 www.abdesigngroup.com AA #: 0003325 F IV_ 8c LOT_ SIIoTGTON ESERVE LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: LINTEL ID r LAN NOMINAL WIDTH/HEIGHT OF LINTEL 36' F- PLAIN OR SNLID LINTEL =� (LOTTS) 3' 9 9[8/16-P-#U/#L] n a -------------------- 316' ARCHITECT- ■ t No. OF ADDITIONAL #5 BARS IN UPPER � •a a° < <° a OR LOWER LINTEL CAVITY 3. _ STATE OF FLORIDA (1) #5 CONTINUOUS (1) #5 CONTtNUOUS 13. 13. m 4co 316 31 io a . - 3. 3. r a. 316 8"X16" KNOCKOUT BLOCK 346 8"X16" KNOCKOUT BLOCK 4ju LINTEL PLAN1 2 201 -KV C ° -1(V 4 ° SCALE:1/4'=1'-m" ELEVATION F -�" 3000 PSI GROUT -"� / 3000 PSI GROUT a <, a (PLACED IN FIELD) (PLACED IN FIELD) d10 r ANS �� o GENERAL NOTES: dl� TOP BARS: uuro TOP BARS: mw fi a a m SEE SCHEDULE _� - d - - '4 � ' _ � � SEE SCHEDULE 1. CODES 16. 5 5' nc0 1-1. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 4 8606 - Aw - � � (1) #5 CONTINUOUS 8 8 (1) #5 CONTINUOUS -' m � 1-2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201-1), SECTIONS 19012 ! 2101. - Q• 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). � a f7O ND A. AB UCHACRA 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10) _ 7/32' STIRRUPS AT 4'-0" cc BAR NO 93 23 2, CONCRETE: -,,., 7/32" STIRRUPS AT 4'-0" cc _ LLlicQ -Itp m - (TIED OR WELDED) - � _� .n - (TIED OR WELDED) al�� ' - II)IM - mw - - 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS- - - - r r - - 2.1.I. PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI BOTTOM BAR BOTTOM BARS °�• w 2.12. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI -SEE SCHEDULE (PRECAST) • SEE SCHEDULE ` 2.13. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/6' AGGREGATE, 8' TO Il' SLUMP. _ (PRESTRESSED) �w 3 13/6' ° 3 13116' DATE: 63/12/16 22. REINFORCING BARS: - - - - - - - - - - - - - - - - 22.1- STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 1 (2) STRANDS 7/16"-- 313. 16 » s » 23.2 -PRE TRESSED STRANDS ASTM A416STEEL IN LINTEL AND KNOCKOUT BL0 � (STRESS RELIEVED PLACED IN FIELD) l 0 K51TM 615 (GRADE 40). IZ` I2" 12' I2' 7 WIRE STRESS RELIEVED- 13 / N MIN. MIN. MIN. 270ksi PRESTRESSED 36° 1 i8' 7 5/8' SCALE- 1 f = 1 - 0 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315. CABLE 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3. MASONRY:7a -1 -1g 5. 8/28-S-(1) #5/(1) #5 3.1. DESIGN r2e �_ 15. 8/32-S- 1) #5/(1) #5 SHEET N AND CONSTRUCTION SHALL CONFORM TO THE SPEGIFIGS ATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. �8 8 8 3.2. MINIMUM MASONRY UNIT STRENGTH= PM 1500 P51- - 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 _ O 33- MORTAR SHALL BE TYPE S. - - - - 4. STRUCTURAL: PRECAST PRESTRESSED 8/20-S-(1)#5/(1) #5 - 8/24 -S -(I) #5/(1) #5 8/16-5-(1) #5/(1) #5 8 14-5- 1 5 1 5 5 C 4.1- SAFE LOAD VALUES ARE BASED ON LINTELS HAVINGs A BEARING OF a' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201-1), SECTION 8606.14 OR FLORIDA BUILDING / ( ) # /( ) # -CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1-5 Q W Q a q F IV_ 8c LOT_ SIIoTGTON ESERVE LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: LINTEL ID r LAN NOMINAL WIDTH/HEIGHT OF LINTEL 36' F- PLAIN OR SNLID LINTEL =� (LOTTS) 3' 9 9[8/16-P-#U/#L] n a -------------------- 316' ARCHITECT- ■ t No. OF ADDITIONAL #5 BARS IN UPPER � •a a° < <° a OR LOWER LINTEL CAVITY 3. _ STATE OF FLORIDA (1) #5 CONTINUOUS (1) #5 CONTtNUOUS 13. 13. m 4co 316 31 io a . - 3. 3. r a. 316 8"X16" KNOCKOUT BLOCK 346 8"X16" KNOCKOUT BLOCK 4ju LINTEL PLAN1 2 201 -KV C ° -1(V 4 ° SCALE:1/4'=1'-m" ELEVATION F -�" 3000 PSI GROUT -"� / 3000 PSI GROUT a <, a (PLACED IN FIELD) (PLACED IN FIELD) d10 r ANS �� o GENERAL NOTES: dl� TOP BARS: uuro TOP BARS: mw fi a a m SEE SCHEDULE _� - d - - '4 � ' _ � � SEE SCHEDULE 1. CODES 16. 5 5' nc0 1-1. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 8402.2 4 8606 - Aw - � � (1) #5 CONTINUOUS 8 8 (1) #5 CONTINUOUS -' m � 1-2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201-1), SECTIONS 19012 ! 2101. - Q• 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). � a f7O ND A. AB UCHACRA 1.4, AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10) _ 7/32' STIRRUPS AT 4'-0" cc BAR NO 93 23 2, CONCRETE: -,,., 7/32" STIRRUPS AT 4'-0" cc _ LLlicQ -Itp m - (TIED OR WELDED) - � _� .n - (TIED OR WELDED) al�� ' - II)IM - mw - - 2.1. CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS- - - - r r - - 2.1.I. PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI BOTTOM BAR BOTTOM BARS °�• w 2.12. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI -SEE SCHEDULE (PRECAST) • SEE SCHEDULE ` 2.13. GROUT PER ASTM C416 - 3000 PSI W/ MAX. 3/6' AGGREGATE, 8' TO Il' SLUMP. _ (PRESTRESSED) �w 3 13/6' ° 3 13116' DATE: 63/12/16 22. REINFORCING BARS: - - - - - - - - - - - - - - - - 22.1- STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 1 (2) STRANDS 7/16"-- 313. 16 » s » 23.2 -PRE TRESSED STRANDS ASTM A416STEEL IN LINTEL AND KNOCKOUT BL0 � (STRESS RELIEVED PLACED IN FIELD) l 0 K51TM 615 (GRADE 40). IZ` I2" 12' I2' 7 WIRE STRESS RELIEVED- 13 / N MIN. MIN. MIN. 270ksi PRESTRESSED 36° 1 i8' 7 5/8' SCALE- 1 f = 1 - 0 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315. CABLE 2.5. CONCRETING OPERATIONS SHALL COMPLY WITH AGI STANDARDS. 3. MASONRY:7a -1 -1g 5. 8/28-S-(1) #5/(1) #5 3.1. DESIGN r2e �_ 15. 8/32-S- 1) #5/(1) #5 SHEET N AND CONSTRUCTION SHALL CONFORM TO THE SPEGIFIGS ATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. �8 8 8 3.2. MINIMUM MASONRY UNIT STRENGTH= PM 1500 P51- - 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 _ O 33- MORTAR SHALL BE TYPE S. - - - - 4. STRUCTURAL: PRECAST PRESTRESSED 8/20-S-(1)#5/(1) #5 - 8/24 -S -(I) #5/(1) #5 8/16-5-(1) #5/(1) #5 8 14-5- 1 5 1 5 5 C 4.1- SAFE LOAD VALUES ARE BASED ON LINTELS HAVINGs A BEARING OF a' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201-1), SECTION 8606.14 OR FLORIDA BUILDING / ( ) # /( ) # -CODE RESIDENTIAL, 5TH EDITION (2014), SECTION 2104.1-5 L-5 (2) 25 -SH i f f DINETTE I 8'-8' CLG. I i C I D -a C..LC3, 1 -CAR I F=--� TANDEM GARAGE I I I 8'-8' cL�_ ---- --- I I I ! f II PWDR. 8t-8' N CLC. N \ �1 I I _ 0 coNo�> II i I DINING 7 XV AST- RETS LINTEL SCHEDULE I I LENGTH TYPE - 8'-8' 5RG. HT. COMMENTS 0 11'-4' SF28-15/1T PRESTRESSED O 4'-6' SRF22-05/IT RECE55 I D -a C..LC3, 1 -CAR I F=--� TANDEM GARAGE I I I 8'-8' cL�_ ---- --- I I I ! f II PWDR. 8t-8' N CLC. N \ �1 I I _ 0 coNo�> II i I DINING 7 XV AST- RETS LINTEL SCHEDULE LINTEL NO, LENGTH TYPE - 8'-8' 5RG. HT. COMMENTS L-1 11'-4' SF28-15/1T PRESTRESSED L-2 4'-6' SRF22-05/IT RECE55 L -2A 8'-ro' SF12-15/1T L-25 14'-0' SF12-15/IT _ L -2C 5'-4' SF12-05/1T _ _ L-3 9'-4' SF24-15/IT 8F8 L-4 l'-0 SF24-15/1T 2655 L-5 .11-6' 0F24 -15/1T 6132 L-ro �'-0 8F24 -15/1T 1598 1309 L-� T-6' SF24-15/1T 2040 L-8 10'-(o' SF16-15/1T 4111 L-13 10'-6' 8F1r,-15/1T 1013 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8'PRECAST U -LINTELS SAFE LOADS (LB5/rT) SAFE LOADS (LBS/FT) 8' PRECAST U -LINTELS Cw�r-Cie�ea UPL IFT LATERAL OVERALL LINTEL LENGTH BFB IT 8-,)2-17 SFI6-IT 6F20-iT 0F24 -I1 BF28 IT 8 -,32 -IT (TYPE OF LINTEL) (TYPE OF LINTEL) _ a -. '_ - - _ _ _ _ - 8U8 8F8 Rcmu 2'-8' 70 3'-b' (PRECAST) 1569 2655 3524 4394. 5263 6132 1001 1025 1024 163 1598 1309 1363 2305 3060 3815 4510 5325 6019 3'-1' TO 4'-0' (PRECA5T) , 11165 4'-1` TO 4'-b' (PRECAST) 1201 2040 2101 3315 4043 4111 5319 592 591 1013 4'-1` TO 5'-4` (PRECAST) 1016E I 1115 2216 2838 3399 3961 4522 411. 41) 143 5'-5' TO 5'-10' (PRECA5T) 909 1561 _ 2080 -_ 2593 3107 3620 _ 4133 _ 340 339 616 5' -II' TO b'-6` (PRECAST) 835 1401 1868 2329 2790 3251 3112 501 121 490 6'-1' TO 1'-6' (PREGA5T) 121 1065 1624 2035 2426 2821 a 3228 424 534 363 1'-1' TO 9'-4' (PRECAST) 591 - 108 1136 1414 1815 2151 2500 326 512 230 - 9'-5' TO 10'-6' (PRECAST) 530 515 916 1188 1461 1136 2011 284 - 401 452 100 154 - 414 504 800 1031 1214 1513 1153 10'-1' TO 11'-4' (PRECAST) 260 II' -5' TO 12' -0' -(PRECAST) 410 458 1 124 938 1153 1369 1585 244 - 402 - 137 17'-Y TO 13'-4` (PREC45T) - 418 386 60l _ 185 964 II43 1323 _ 211 324 110 13'-5' TO 14'-0' (PRECAST) 384 358 560 124 889 1054 1220 205 293 - 100 739 334 520 612 625 918 1131 14'-1' i0 K'-8' (PRESTRESSED) _ NR - 284 9I 14'-9` TO 15'-4' (PRESTRESSED) .224 313 486 621 169 911 1054 _ NR -259 - 83 15'-5' TO I1'-4' (PRE5TRE55ED) 181 -263 405 521 638 -. 156 el3 NR t94 64 11'-5' TO 19'•4' (PRESTRE55ED) 162 229 346 - 441 541 64l 141 NR 148 52 19'-5' TO 21'-4' (PRE57�5SED) 142 204 301 393 480 568 655 NR 125. 42 21'-5' 70 22'-0' (PRESTRESSED) 131 19l 295 319 462 546 630NR ilb 40 22'-1' TO 24'-0' (PRESTRESSED) 724 119 6 261 342 41 492 961 NR 91 30 LIVING ROOM V PRECAST W/2' RECESS DOOR U -LINTELS SAFE LOADS (LBS/FT) 2 -CAR GARAGE TS' -8' CLCD- �A� I I( L-3 H 7 G, _ C,L1 n C C I I V PRECAST W/2' RECESS DOOR U -LINTELS SAFE LOADS (L85/FT) 1w' -0'x1'-0' O.H. --------------------- L-i LINTEL PLAN 5CALE=i/4'=1'-0" ELEVATION F GENEfR,4L NOTES J. Safe load rating based on rational design *5 REE3 P I 31andGI 30 READanalysis perAC54E 04D T,45_ NOTES T�E DE5IV TlO� °1-1/2° CLEAR 10. The exterior surface of lintels installed in F'm=1500psi 1. F'c 8' precast lintel = 4000 psi I. Provide full mortar bed and head joints. exterior concrete mason walls shall have a I- All values based on minimum 4 inch 2, f'c prestressed lintel = 6000 psi 2. Shore filled lintels as re wired. y 7_ For composite lintel heights not shown, use safe Q = q coating of stucco applied in accordance nominal bearing. Exception: Safe loads for unfilled load from next lower height shown- F = FILLED WITH GROUT / U = UNFILLED 3" Grout per ASTM C416 F'g - 3000 psi w/ 3- Installation of lintel must comply with the with ASTM C -21B& or other approved coating" SEE SAFE LATERAL LOAD lintels must be reduced by 20% If bearing length is 8. For lintels lengths not shown use safe load from W a maximum 3/8 inch aggregate 4 8 to 11 inch architectural and/or structural documents. Il. Lintels loaded simultaneously with vertical TABLES FOR LOAD RATING less than 6 1/2 inches. g next Ion est I�gw th shown QUANTITY OF "5 REBAR AT U = GM.U- stump 4. U -Lintels are manufactured with 5 1/2' long (gravity or uplift) and horizontal Natera1) FOR EACH ADDITIONAL 2- N -R_ - Not Rated g Z) BOTTOM OF LINTEL CAVITY Q 4. - Concrete Mason Units (CMU) per ASTM notches at the ends to accommodate vertical g y p � 9. All safe loads in units of pounds per linear foot t _ � Masonry p loads should be checked far the combined REINFORCED CMU FULL 3. Safe loads are superimposed allowable loads. 10_ All safe loads based on simply supported M Z G90 w/minimum net area compressive cell reinforcing and grouting, loading with the Following equation; COURSE 4. Safe loads based on rade 40 or rade 6o field span. �� _ IB/IT '� F �° GROUT Rebar = 11300 psi 5. Reference the CAST -CRETE Load Deflection g g rebar- 5. Rebar per ASTM A615 grade A Gra h brochure for lintel deflection information" A lied vertical load A lied horizontal load 11. The number in the the parenthesis Indicates the ill O Graph pp + pp 5 I:o /2' CLF_ TYP 5. One "l rebar may be substituted For two 5 rebars percent reduction for grade 40 field added — Z 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located a the Safe vertical load Safe horizontal load in 8' lintels only rebar- Example 1'-6' lintel type SF32-IB safe Zoo low relaxation bottom of the lintel cavity -S 05 REBAR AT BOTTOM (2) 5 REBAR 6. The designer may evaluate concentrated loads gravity load = Fo412ra, w/ 15% reduction 6412 QUANTITY OF 05 Z. Mortar per ASTM G2l+a type M or 5 i- l/32' diameter wire stirrups are welded to the 12. Additional lateral Toad capacity can be from the safe load tables by calculating the (-85} = 550} (F REBAR AT TOP � � OF LINTEL CAVITY bottom steel for mechanical anchorage. obtained by the designer by providing GR40 or GRFio maximum resisting moment and shear at d -away from p 8. Gast -in-place concrete may be provided in additional reinforced concrete masonry above face of support. LNOMINAL HEIGHT BOTTOM REINFORCING composite lintel in lieu of concrete masonry units" the lintel. See detail at right: NOMINAL WIDTH -1-5/8'ACTUAL PROVIDED IN LINTEL(VARIES) 8" NOMINAL WIDTH 4-4- UPL IFT OVERALL LINTEL LENGTH 810_6 -IT 81-,10-7 SW4-IT 6RF)B-IT 6W22 -IT 8R'F26-IT 610_30 -IT (TYPE OF LINTEL) =905- - -4445 8RU6 810_6 Rcm 3'-b' TO W-4'(PRECAST) 1668 2362 3056 3151 5140 158 151 1164 4'-5' TO 4'-6' (PRECAST) 867 _ _ 1604 _ 2212 29393601 - -2854 4215 4943 - 694 693 1013 4'-1' TO 5'-8' (PRECAST) 615 1269 Il9l 2326 3302 3911 408 401 6555 5'-9' TO 9'-10' lP� 655 Y101 1146 1259 2133- 3286 3199GA5T1 382 381 6I6 5'-11' TO b'-8' (PRECAST) .510 929 - 1530 1980 2429 2819 ."- 3329 595 188 464 - - 6' 9' TO 1'-b' (PRECAST) - 506 142 1364 1165 2166 2561 -2968 363 1'-1' TO 9'-8' (PRECAST) - 395 468 804 1222 1540 1859 2180 310 490 214 A R C H I T E C TS 04P 1 f)PSiprn FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 W q q �- co 0) SUBDIV- & LOT_ KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: LINTEL PLAN (CAST -CRETE) SCALE: 1/437 _1>_0" SHEET 5D OF U L-5 (2) 25 -SH 747 74 `7 I I I I DINETTE I 8'-S' GLS. I I Iio,-Z) X I' -V)' V.H. -------------------- --------------------- L-1 LINTEL PLAN- QUALITY PRECAST COMPANY 'STRONG' ON SERVICE INP.O. Box 11 - Brandon, Florida 33509-0011 LINTEL NO. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS TYPE: S'-8' SRC, HT. COMMENTS LINTEL LENGTH - CLEAR SPAN LINTEL TYPE LINTEL STEEL TOP WIRE! BAR LINTEL STEEL BOTTOM BAR GRAVITY CAPACITY (0)#5L (1)#5U (1)#5L DETA IL'U' GRAVITY CAPACITY (1)#5U DETAIL'V' UPLIFT CAPACITYCAPACITY (0)#5L (1)#5U (1)#5L (1)#5U DETAIL'U' &'V' UPLIFT (1)#5L (2)#5U DETAIL'W' 2'-19' F-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2'-Z' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 N-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 10000 10000 5-4" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5'-19, 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 7924 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 5473 9564 6402 10000 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4978 1 8706 5824 10000 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3536 6205 4141 7410 10'-6" 9'-Z' PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 3191 3670 2379 3894 12'4" 1l'-2" PRECAST (2) No.3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 2278 2698 1691 2856 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.4 3326 3326 1829 2919 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 3031 3031 1666 2702 1 T 4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.4 2346 2346 1290 2210 174" 18'-0" PRESTRESSED - (2) No. 3 (2) 7116 strand + 2 No.5 1865 1865 1029 1869 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 2 No.5 1737 1737 959 1778 21'-4" 20'-0 PRESTRESSED (2) No. 3 (2) 7116 strand +" 2 No.5 1516 1516 839 1620 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2 No.5 1420 1420 787 1551 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + (2) No. S 1250 1250 658 1300 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE INP.O. Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: S'-8' SRC, HT. COMMENTS L-1 1-1'-4' 8/28-5-(UU/(1)L PRESTRESSED L-2 4'-8' 8/22-S-(UU/(0)L RECESS L-24 6'-4' CLEAR LINTEL TYPE L-25 14'-0' &/12-6-(IU/(DL GRAVITY L -2G 5'-4' 8/12-5-(I)U/(0)L 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 L-3 8'-4' 8/24-5-(1)UKDL WIRE/ BAR L-4 I'-6' &/24-5-(1JUKIA- CAPACITY L-5 i'-6' 8/24-5401.1/0A- 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 L-ro i'-6' 8/24-5-(1.UKIA- 5-8" 4'-4' 4'-0" PRECAST (2) D4.5 WERE (2)No. 3 864 995 995 831 L-1 I'-ro' 8/24-5401.1/0) (1)#5L (2)#5U L-8 10'-(o' 8/16-5-(I)UKI)L 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 L-9 10'-(o' 8/16-540U/(IA- DETAIL W 716 t d+ 3'-W 2'-4" REINFORCING SCHEDULE & LOAD CAPACITIES PRECAST (2) D4.5 WIRE (2) No.3 1640 SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 8"x32" RECESS DOOR HEADER 4'4" 3'-0" 2'48" LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT - UPLIFT 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 LENGTH SPAN 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 5-8" 4'-4' 4'-0" PRECAST (2) D4.5 WERE (2)No. 3 864 995 995 831 (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1)#5U (1)#5L (2)#5U 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510 DETAIL W DETAIL'J DETAIL W &'J' DETAIL IC GRAVITY SAFE LOAD 4'-0" 2'-l0" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 1 10000 10000 10000 10000 SOLID SOLID SOLID 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 #5(1)U(0)L #5(1)U(1)L *5 'l) 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 #5 1 U 1 L 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 PER STRUCTURAL PLAN 64" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-19' 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 (2) No. 3 5713 10000 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 ^ ni 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 Ln 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 4511 10000 9686 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 9503 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 3647 9133 7835 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 3'-0" PRECAST 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 4'-0" PRECAST 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 5'-0" PRECAST 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2 No.4 PRECAST CONCRETE 9-8" 8'-4" -0 8'" PRECAST 15'-4" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1291 1291 775 1270 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000PSI GROUT TOP LEG BARS: 2 No.4 8"X12" RECESS DOOR HEADER 17'-4" 164" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2" 2" TOTAL CLEAR 2 No.4 LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 SOLID SOLID 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 (IED OR WELDED) 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 r` BOTTOM BARS 2 No.5 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 22'0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 2 No.5 2 1 ch 24'-0" 22' 8" PRESTRESSED (2) No. 3 O 1 s ran 2 No.S 642 642 306 599 LATERAL SAFE LOADS (PLF) GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER 8"x8" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL LINTEL STEEL LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD LENGTH SPAN SIZE TYPE TOP WIRE / STEEL PLAIN SOLID LENGTH SPAN SIZE WIRE/ BAR STEEL SOLID SOLID SOLID SOLID BAR BOTTOM BOTTOM PLAIN #5 (1) U (0) L #5 (1) U (1) L ##51) U 11 UL 0) L- #5 (2) U (1) L BAR DETAIL'DA' DETAIL'DB' BAR A R C H IT E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ 3'-W 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 10000 8"x32" RECESS DOOR HEADER 4'4" 3'-0" 2'48" PRECAST DETAIL'DA' DETAIL'DB' DETAIL'DC DETAIL'DB' &'DC DETAIL'DD' LOAD 3'$" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-W 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1386 1410 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-Z' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-2" 7-19' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 _ 1473 1668 1668 1376 1376 4'-4" X-17 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 5-8" 4'-4' 4'-0" PRECAST (2) D4.5 WERE (2)No. 3 864 995 995 831 831 6-8" 5-4" -5-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 6'-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 294 510 9'48" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 10000 10000 A R C H IT E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ 4-2" 2-10 GRAVITY & UPLIFT SAFE LOADS (PLF) PRECAST (2) 04.5 WIRE (2) No.3 9563 10000 10000 10000 10000 8"x32" RECESS DOOR HEADER 4'4" 3'-0" 2'48" PRECAST TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 9691 41-8" LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID - SOLID SOLID SOLID 7102 10000 9975 10000 2202 5434 1680 #5(1)U(0)L #5(1)U(1)L #5 (1) U (0) L #5(2)U(1)L PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 #5 1 U 1 L DETAIL'DU' DETAIL'DV' DETAIL'DU &'DV' DETAIL'DW TOP LEG BARS: 3'$" 2'4" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 LINTEL STEEL GRAVITY SAFE LOAD 4'-0" 2'$" 74" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 SPAN SIZE WIRE / BAR BOTTOM BAR SOLID SOLID SOLID SOLID A R C H IT E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ 4-2" 2-10 2-6 PRECAST (2) 04.5 WIRE (2) No.3 9563 10000 10000 10000 10000 4'4" 3'-0" 2'48" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 2929 9691 41-8" 3'-C 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 2202 5434 1680 5-T 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 A R C H IT E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ 6-8" 54" 5-9' PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 C) 7'-0" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3810 10000 2929 9691 h 91-8" 8'-4" 81-0" PRECAST (2) D4.5 WIRE (2) No. 4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOP LEG BARS: TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT (PLACED IN FIELD) (SEE SCHEDULE) LENGTH SPAN SIZE WIRE / BAR BOTTOM BAR SOLID SOLID SOLID SOLID 2" 2' W #5(1)U(0)L #5(1)U(1)L *5 'l) #5(2)U(1)L q #5 1 U 1 L (1) #5 CONTINUOUS REQ'D. DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' h PER STRUCTURAL PLAN r,: ico 7/37 STIRRUPS AT 4'-0" cc 3'-0" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 (TIED OR WELDED) ^ ni V7 CO CC) cr� Ln BOTTOM BARS 4'-Y' 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 SEE SCHEDULE a 4'-7' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 1 1 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 2 2 a 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 6' 8 5'-4" 5'-0" PRECAST 2 (1 D4.5 WIRE (2) No.4 2976 2976 2676 2737 TYPICALLINTEL SECTION 7'-B" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 PRECAST CONCRETE 9-8" 8'-4" -0 8'" PRECAST (2) D4.5 WIRE (2) No. 56 13 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000PSI GROUT TOP LEG BARS: 8"X12" RECESS DOOR HEADER (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD (1) #5 CONTINUOUS REQ'D. LENGTH SPAN SIZE WIRE/ BAR BOTTOM BARSOLID SOLID SOLID PER STRUCTURAL PLAN PLAIN #5 (1) U (0) L #5 (1) U (o) L #5 (2) U (T) -ICO 7/37STIRRUPS AT 4' 0" cc #5 1 U 1 L (IED OR WELDED) DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' r` BOTTOM BARS 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 N SEE SCHEDULE ch cu 4'-W 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 1 1 2 2 4'-Z' 2'-10" 2'-6" PRECAST 2 D4.5 WIRE O (2) No,3 2654 4449 3965 3965 " MK 78-0 4'-4" 3'" -0 2'" PRECAST (2) D4.5 WIRE (2) No. 2400 4030 3607 3607 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" . 4'-8" 3'-4"3'-(r PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 5-8" 4'4' 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 TYPICALRECESS DOOR HEADER SECTION 6'-B" 5-4" 5-0" PRECAST (2) D4.5 WIRE [2) No. 4 1764 1763 1578 1578 PRECASTCONCRETE 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 91A" R' -d" R' -M PRFCAST - VA r)A 5 WIRF - 0I Wn A - 7rM 1rM tut onq A R C H IT E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: U 1 A T E 1 L PLAN (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA �1S RO ND A. CHACRA JAR NO 93723 DATE: 6/12/16 SCALE: 1/4"=1'-0" SHEET 5E OF 0 C) h W q h Q ^ ni V7 CO CC) cr� SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: U 1 A T E 1 L PLAN (QUALITY PRECAST) ARCHITECT: STATE OF FLORIDA �1S RO ND A. CHACRA JAR NO 93723 DATE: 6/12/16 SCALE: 1/4"=1'-0" SHEET 5E OF 0 �I HEADER SPAN CHART �44E,4DER SITES SER (--44RT UNC - - SINGLE STORE' AF PLICATION SIZE CLEAR SPAN CONNECTOR SCHEDULE _. _ - _ _ CONTROL DATE: 01-0I-15 UP TO 5'-4" SIMPSON 5'-4" TO '1'-0" USP 1'-0" TO 10'-0' DBL 2 x 12 I0'-0" AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER DBL 2 x 8 META -16 1450 HTA 16-I5 1400 (l) loci x 1 1/1' I -PLY, (6) led 2 -PLY, (USP: (10) I0d X 1 1/2' - NO led OPTION) - NUMBER OF FULL LENGTH STUDS - C2) META -16 - 1985 1900 (2J NTA 16 -IS - 2800 - - (10) 10d x 1 1/2' I -PLY, (USP: (10) loci x 1 1127 - _ (14) led 2 -PLY (USP: NO led OPTION) - - HETA-16 1810 HTA V. - 1615 (9) loci x 1 I/2' I -PLY, (8) Ibd 2 -PLY - USP: (10) loci x 1 1/2', NO led OPTION - - TRUSS TO 4X4 P05T-(2) HETA-20 1610 HTA 20 1615 (9) 10d x 1 I/2' I -PLY, (8) Ibd 2 -PLY USP: (10) 10d x 1 I/2', NO led OPTION - - >- - (2) HE7A-20 _ 2035 . 2500 _ (2) HTA-20 - - 3110 _ (10) 10d x 11/2' I -PLY - USP: (10) lod x 1 1/2' (12) 16d 2 -PLY (USP:.NO 16d OPTION) Z O LGT-2 - 2150 - LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY CUSP: BLK (5)114* WB, WOOD (16) 10d in DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (IS) - 10d x 1 12, 1 PLY _ MGT 3965 - MUGT 4000 (U 5/8' AT.R, IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) FLOC - HGT-2 e 10980 - HUGT-2 9365 - (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d) - _ HGT-3 - 10530 - HUGT-3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (l6) loci TO WOOD (USP: WOOD (8) lod) - _ LGT3-SDS2.5 3285 - LUGT-3 5330 (12) SDS I/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN -HD TO WALL CUSP: CONC. (4)3/a' X 5' WEDGE BOLT, WOOD (12) WS25J - - - LTA2 - 1210 PARALLEL TO WALL- 1425 PERPENDICULAR TO LPTA - WALL - 1555 - - (10) lod x 1-1/2' (USP: (10) 10d x 1 1/2' - - - - - VGT - 4940 - - NO USP CONVERSION FOR SIMPSON- VGT - (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12` EMBED), (16) -SDS 1/4'X3' TO WOOD - - - (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A,T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (32)-SD6 V4'X3' / 2 PLY - - MT5-12 - 1000 - MTW 12 - 1595 (14) 10d x 1 I/2' - - - (USP: (14) IOd x 1 1/2', (I4) 10d) _ NTS -16 1150 HTW 16 1660 - (16) 10d x 1 1/2' (USP: (16) IOd x 1 1/2', (16) 10d) HTS -20 - 1450 HTW 20 2045 (24) loci x 1 1/2' (USP: (24) 10d x 1 1/2',-(20) 106) - _ _ -I-r-- - - _ _ HT5-24 1450 HTW 24 2045 (24) loci x 1 1/2' NSP: (24) 10d x 1 1/2', (20) 10d) L5TA-12 925 LSTA 12 910 (10) lod USP: (10) loci LSTA-IS + 1235 LSTA IS - 1360 (14) lod - USP: (14) 10d - _ - -I - - - - - - - - - - - I I 115TA-I6 + 1315 MSTA-18 1315 (14) IOd USP: - (14) lod c/) MSTA-24 + 1640 MSTA-24 1150 (IS) lod USP: (18) loci MSTA-30 .* 2050 MSTA-30 - 2140 (22) 10d - USP: (22) IOd 3 M5TA-36 + 2050 1-16TA-36 2525 - (26) 10d - USP: (26) lod - - �2 MSTI-36 3800- - KST1 236 - 3090 - - - (36) loci x 1 1/2' - - USP: (36) 10d x 1 1/2' - - V) MSTI-48 5065 KT81 246 - 4250 (48) 10d x 1 12' - USP: (48) 10d x 1 1/2' = FLm2 D6 H6 950 LFTA 6 1595 - (8) 8d TO PLATES, (8) ad TO STUDS (U5P: (I6) 8d x 1 1/2', 06) ad) - - - SP4 885 - - SPT 4 945 (6)IOd x 1 1/2' TO STUDS - USP: (6) 10d x 1 1/2' TO STUDS - - _- A34 - 395 MP 34 410 - - (4) ad x 11/2' TO BEAM, (4) 8d x 1 1/2' TO POST. - U5P: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. - -------------------- HCP2 645 HHCP 2 1010 (PU) 10d x 1 1/2' - USP: (10) 10d x 1 I/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIDA 1340 RT 16A 2180 (IS) 10d x 1 I/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE 22'x3 ATTIC VGT 4 HDU4 4565 - PND 4A 4535 - (1( ) -SDS 1/4'x3' TO WOOD, (10)-51)5 1/4'x2 I/2' W/ THREADED ROD, (2) NUT5/WA5HER/2 PLY USP: 5/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS I ti�A VGT 4 HD115 4940 - TDX 10 5110 - 1 1 (16)-5DS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1/8' ATR MIN. T EMBED SET IN MGH STRENGTH EPDXY, (4) 7/8' THRU-BOLTS �'� ABU 44 2200 1 6665 PAU 44 2535 6115 - (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) led TO WOOD USP: SAME AS SIMPSON - ABU 66 2300 12000 - PAU 66 2535 13615 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG, (12)16d TO WOOD USP: SAME AS SIMP50N In LTTI9 + 1340 LTS I9 1205 (U 3/4' A,T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (8)10d TO WOOD USP: SAME AS SIMPSON - 0 _ LTT205 +++ 1500 LTS 205 1105 - (1) 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONIC., (10)IOd TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2' U Z - HTT4 - 4455 N7T45 4465 - (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIK l' EMBED,) IN GONG., (18) SD -10 X I I/2' (USP: (20) led X 2-I/29 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IOd x 1-1/2', (20) Ibd x 2 I/2' - - Q HTT5 5090 - HTT45 5430 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC., (26) led X 2 12' (USP: (20) led X 2-1/27 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20)ledx 2 1/2' - - - HHDQII-SDS 2.5+ II00 UPHD II - - 12090 - (U 1' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC. (24) SDS Y4' x A' WOOD SCREUIS (USP: (24) W53 WOOD 5GREW5) HD15 6645 TDX IO 5110 1 (U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4)'1/5' BOLTS) co CL MBNA 3.56/1125 - 3415 5330 NFM35XI2U _ - 3165 1130 - 51MPSON: (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM -U. TOP, (U 3/4' A.T.R.IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)10d TO BEAM USP: (U 12' J -BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA TW - RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10d AT JOIST Lij �" - HU6C412.(WOOD) _ 3635. 2660 (FLR) _ HU5412IF 3265 (ROOF) - - 2530 (FLR) 3060 3225 (ROOF) - (10) led TO HEADER, (10) led TO WOOD - U5P: SAME AS SIMPSON - - - - - - - Z Q WUC410 (CMU) 1810 - 5o85 -. HD410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD: N5P: (IS) 1/4' x 3' W53 SCREWS, (10) IOd TO WOOD. HUG210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USF: (IS) 1/4' x 3' W53 SCREWS, (10) 106 TO WOOD LL d � � ,�� HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 - (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: CUSP: (15)1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD LGUM26-2-SD5 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 I2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. - - - + WHERE ANCHOR EMBEDMENT IS GREATER THAN l' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. +• loci COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION NSTALLATION. - - - - - - - - PRIOR TO INSTALLATION- c•+ n ...MINIMUM EMBEDMENT INTO THE TOP OF A BOND5EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE T - - ` w H QBECAUSE A.T.R = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) - - - - - -- - - - - - OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. - - - WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53- - - - - USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO U5E - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA6-2012. HEADER SPAN CHART �44E,4DER SITES SER (--44RT UNC - - SINGLE STORE' AF PLICATION SIZE CLEAR SPAN DBL 2 x ro UP TO 5'-4" DBL 2 x 8 5'-4" TO '1'-0" DBL 2 x IO 1'-0" TO 10'-0' DBL 2 x 12 I0'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x ro UP TO 5'-0" DBL 2 x 8 5'-0' TO /0'-4' DBL 2 x IO Co' -4" TO 8'-0' DBL 2 x 12 8'-m' AND OVER 2 x 12 («2 S, -P) /IC " OSB (TTP.) NAIL (3) 12d 0 6"-8" O.G. TYP. 2x12 BM. -/HDR. C ENTRY MINIMUM WALL AND HEADER STUD fREaUIRE1" IENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO g _O U.N.O. 0 LBW lli 4'-I1 1/2" 1'-I1 I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF- HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS @ '— _ _ 1= _ _ _ _ AT EACH END OF HEADER I 2 3 NOTES: FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OSECURE 2ND FLR STUDS TO FLOOR TRUSS OR EQUAL, U.N.O. BELOW W/ MSTA-30 @ 32" O.C. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 B SECURE 2ND FLR STUDS TO FLR TRUSS • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH aW/ MTS -12 @ 32" O.C. END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROORFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE A R C H I T E C T S -) Design rn. tv-i �r-vvc - FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 FIRST FLOOR FRAMING- PLAN SCALE: 1/4'=1'-0' ELEVATION F SUBDIV. Sc LOT: KENSINGTON RESERVE (LOT#55) MODEL ESTERO BAY (VERSION#02) PROJECT#: 02997.000 f 055R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA IRA I NO DATE: 6/12/16 SCALE: SHEET OF 11' LBW FLIroG 0 LBW lli Q 1=Lsa8 = _ _ _ @ '— _ _ 1= _ _ _ _ - FL0 4 DBL. STUD,,f TRUSS TO 4X4 P05T-(2) FLOIG _ _ _ _ LBW - - _ - NTS -20 4X4 POST TO— _ 'r SLAB NTT -4 FLm6 = _ _ = _ _ _ _ _ _�- _ _ _ _ = FLm2 FLOC _ _ _ _ _ _ = _ - - -1-.T— - - - - _ FL02 FLm(o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = FL02 (2) 2x8 HDR W/(2) JACK - - - - - - - - - - - - W 4 (2) FULL STUDS FLO6 = _ _ _ _ _ _ - _ _ _ _ _ _ _ f4 - FL02 FLO& = _ a _ = _ _ _ _ _ -I-r-- - - _ _ _ FL02 DBL f [ FL�6 - _ - - - - - - - _ - STUD - _ _ _ _ - -I - - - - - - - - - - - I I - - FL02 FLm6 = _ - _ _ - _ _ I I _ _ =1 _ _ _ _ = FL02 Q _ _ A (2) HETA-16 A I 1214- LEDGERLACs SECURED 6 3 _ _ _ �2 co e} LO cc N N rn - - FIRST FLOOR FRAMING- PLAN SCALE: 1/4'=1'-0' ELEVATION F SUBDIV. Sc LOT: KENSINGTON RESERVE (LOT#55) MODEL ESTERO BAY (VERSION#02) PROJECT#: 02997.000 f 055R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA IRA I NO DATE: 6/12/16 SCALE: SHEET OF 11' LBW FLIroG 0 LBW lli 1=Lsa8 = _ _ _ @ '— _ _ 1= _ _ _ _ - FL0 4 DBL. STUD,,f TRUSS TO 4X4 P05T-(2) FLOIG _ _ _ _ LBW - - _ - NTS -20 4X4 POST TO— _ = FL03Cx SLAB NTT -4 FLm6 = _ _ = _ _ _ _ _ _�- _ _ _ _ = FLm2 FLOC _ _ _ _ _ _ = _ - - -1-.T— - - - - _ FL02 FLm(o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = FL02 (2) 2x8 HDR W/(2) JACK - - - - - - - - - - - - 4 (2) FULL STUDS FLO6 = _ _ _ _ _ _ - _ _ _ _ _ _ _ f4 - FL02 FLO& = _ _ _ = _ _ _ _ _ -I-r-- - - _ _ _ FL02 DBL f [ FL�6 - _ - - - - - - - _ - STUD - _ _ _ _ - -I - - - - - - - - - - - I I - - FL02 FLm6 = _ - _ _ - _ _ I I _ _ =1 _ _ _ _ = FL02 (2) HETA-1(o _ _ A (2) HETA-16 A I 1214- LEDGERLACs SECURED 6 3 _ _ _ - - — g Lm6 - - - - - - - 17TO.C. MAX = FLm2 D6 i - ----------------------------- - -_ -------------------- - ------ — 3 ' D -- FCx1F _- ----------- = = = - = _ _ _ _ � f--- f ---- _ Hm1Cx j -------------------- F-02 CJ3P 22'x3 ATTIC — — L — II II (2) META -16 II II II II II II I ti�A ACCESS I �'� < >- II II CJ1P F>a1Cx - _ - = _ - _ - = u--41----4i---W--i�--H--��-- CJ3F = n 11 n n H H H CJ3F = (L CL (L 0- IL tL (L OL II . S� UX u CJiF H - -- - ---- - -- !' CJIF 1 u m .i ,i ,i LL d � � ,�� ILLILL FIRST FLOOR FRAMING- PLAN SCALE: 1/4'=1'-0' ELEVATION F SUBDIV. Sc LOT: KENSINGTON RESERVE (LOT#55) MODEL ESTERO BAY (VERSION#02) PROJECT#: 02997.000 f 055R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT: STATE OF FLORIDA IRA I NO DATE: 6/12/16 SCALE: SHEET OF - SIZE CLEAR SPAN - CONNECTOR SCHEDULE _ - -- _ CONTROL DATE: 0l-01-15 UP TO 5'-4' SIMPSON 5'-4" TO 1'-0' USP -1'-0' TO 10'-0" DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER - META -16 1450 - - HTA 16 -IS - - 1400 (1) 10d x 1 V2' 1 -PLY, (b) 16d 2 -PLT, - (USP: (10) 10d X 1 1/2' - NO 16d OPTION) - - - (2) META -16 - - 1985 1900 C2) HTA I6-18 2800 - - (10) 10d x 1 1/2' I -PLT, (USP: (10) 10d x 1.1/27 - - - (14) 16d 2 -PLY - (USP: NO 16d OPTION) - - - - Z HETA-16 1810 HTA 16 1615 (9) loci x 1 1/2' I -PLY, (S) Ibd 2 -PLY U5P: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 NTA 20 1615 (9) Imd x 1 1/2' 1 -PLY, (8) Ibd 2 -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION Z - - (2) HETA-20 2035 - 2500 - (2) HTA-20 311 - (10) 106 x 1 1/2' I -PLY - USP: (10) 10d x I IQ' - 10 (12) 16d 2 -PLY � (USP: NO bd OPTION) O LGT-2 2150 - LUGT-2 1915 - (1) - I/4' x 2 I/4' TITEN, 2 PLT (USP: BLK (5) t/4' WB, WOOD (I6) loci - (n DETAL-20 2450 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x t V2, I PLY II MGT . 3965 - MUGT 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) loci TO WOOD (USP: (28) loci TO WOOD) II II II 11 HGT-2 IO980 - HUGT-2 9365 - (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Imd TO WOOD (U5P: WOOD (8) IOd) - Hr -T-3 IOS30. - HUGT-3 - - 9365 - (2) 3/4' A.T.R_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 0960 106 TO WOOD (USP: WOOD (8) IOd) LGT3-SDS2.5 3285 - LUGT-3 5330 (12) SDS 1/4'x2 I/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: GONG (4)3/8' X 5' WEDGE BOLT, WOOD (12) W1525) LTA2 - 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 - (10) 106 x 1-1/2' (USP: (10) 10d x 1 1/2' - - - II II VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD — TRAYIICEILINCs (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A7R_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (32)-5DS 1/4'X3' / 2 PLY - MT5-12 1000 MTW 12 1595 (14) lod x 1 1/2' - - (U5P: (14) 10d x 1 1/2', (14) 10d). HTS -I6 - 1150 - HTW 16 - - 1660 (I6) 10d x 1 1/2' - - (USP: (16) 0d x 1 1/2', (I6) 10d) - - - �� HT5-20 1450 HTW 20 - 2045 (2 4) 10d x t 1/2' - CUSP: (24) IOd x 1 1/2', (20) 10d) - - HT5-24 1450 HTW 24 2045 (24) 1Od x 1 1/2' (U5P: (24) 10d x 1 I/2', (20) 10d) - LSTA-12 + 925 LSTA 12 - 910 (10) loci - USP: (10) 10d LSTA-I8 + - 1235 LSTA 18 1360 (14) lod USP: (14) 10d - 1`16TA-18 + 1315 - M57A-18 - 1- - (14) 10d U5p: (14) 10d - V) M5TA-24 + 1640 MSTA-24 1150 (I8) loci - U5P= (IS) 106 -. CL M5TA-30 ++ 2053 MSTA-30 2140 (22) 10d USP: (22) 10d cy_ MSTA-36 ++ 2050 MSTA-36 2525 (26) 10d U51-: (26) 10d - - �-- MSTI-36 3800 KSTI 236 - 3090 (36) IOd x 1 1/2' - USP: - (36) 10d x 1 I/2' M5TI-48 5065 KTSI 248 4250 (48) 10d x 1 1/2'- USF C48J loci x I I/2' - _ _ H6 950 LFTA 6 1595 (8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) ad x 1 1/2', (16) Sd) 5P4 885 - 5PT 4 - 945 - (6) IOd x 1 1/2' TO STUDS U5P: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 - - 410 (4) ad x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. U5P= (4) 8d x 1 1/2' TO BEAM, (4) ad x 1 1/2' TO POST. HCP2 645 - - HHCP 2 - 1010 (12) 10d x 11/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE — H10A - - 1340 - RT 16A - 2180 - - - (I8) loci x 1 1/2' - USP: (9) 10d x 1 1/2' TO TRUS5, (8) loci X I t/2' TO PLATE A04 VGT 4 HDU4 4565 - - PHD 4A - 4535 - (16) -SDS 1/4'x3' TO WOOD, (10) -SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED 5ET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 HD -15 4940 - - TDX 10 5110 - - - lib) -SDS 1/4'x3' TO. WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/UJASHER/2PLY - - - - USP: 1/8" ATR MIN, T EMBED SET IN HIGH STRENGTH EPDXY (4) 7/8' THRU-BOLTSF. ABU 44 - 2200 6665 PAU 44 - 2535 6115 - (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMF50N - - ABU 66 2300 12000 PAU 66 2535 13815 - (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d TO WOOD USF. SAME AS SIMPSON c - LTT19 +++ 1340 LTS 19 1205 (V 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (8)10d TO WOOD U5P: SAME AS SIMPSON 0 _ LTf206+++ - 1500 - LTS 205 - 1105 - - (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (IO)IOd TO WOOD - - USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2' U Z HTT4 4455 - HTT45 - - 4465 (I) 5/8' A.T.R. IN -HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN GONG, (18) 5D-10 X 1 1/2' (USP: (20) Ibd X 2-I/2') - USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) Ibd x 2 1/2' - - - - Q HTTS - - 5090 HTT45 - 5430 CU 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 2 1/2' (U5P: (20) Ibd X 2-1/27 USP HAS MORE NAIL OPTIONS: (26) 10d, (28) 10d x 1-1/2% (20) 16d x 2 1/2' - HHDQII-SDS 2.5+ 11,810 - UPHD 11 - 12090 - - (U 1' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24) SDS 4• x 21i' WOOD SCREW6 (U5P= (24) WS3 WOOD SCREWS) - _ HD15 6645 - TDX 10 5110 (V 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) cn Of - - MBHA 356/1125 - - 3415 - 5330 - NFM35X12U - - 3165 1130 - 51MF50N: (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' - A.T.R. IN HIGH STRENGTH EPDXY, (MIN_ 6.15' EMBEDMENT) IN C.M.U. FACE, (18II0d TO BEAM - U5P: (1) IQ' J -BOLT W/ MINIMUM 6; EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W1 3/4' DIA ITW - - - RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W1 MIN. 5' EMBED DEPTH_ INSTALLED IN THE FACE. (14) 10d AT JOIST Li.l U" C NUS412 (WOOD) 3635 2660 (FLR) HU5412IF 3265 (ROOF) - 2530 (FOR) 3060 3225 (ROOF) (IO) 16d TO HEADER, (IO) Ibd 70 WOOD USP: SAME AS SIMPSON - - QHUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x 3' UJ53 SCREWS, (10) 10d TO WOOD_ = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 - (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x 3'W-63 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F - 1905 3115 (10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W63 SCREWS, (10) IOd TO WOOD LGUM26-2-8DS 1430 5595 INO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)114' X 2 1/2' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSaJ 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. OR USP - CIA ADHESIVE ANCHORING SYSTEMS. - - - - - - - - +. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. - - - - ++ IOd COMMON NAILS CAN. BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD- WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR TH15 APPLICATION - PROR TO INSTALLATION.. - - Am-( .+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' - - - - - - - W E- O A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) - - - - Z - BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. - - - - - - - WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM -A153 - USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. - - - ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. - SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x ro UP TO 5'-4' DBL 2 x 8 5'-4" TO 1'-0' DBL 2 x 10 -1'-0' TO 10'-0" DBL 2 x 12 10'-0' AND OVER TWO 5TOiRY APPLICATION DOWN 5TAIR5 SIZE CLEAR SPAN DBL 2 x Co UP TO 5'-0" DBL 2 x 8 5'-0' TO 6'-4" DBL 2 x 10 Com' -4" TO 8°-O" DBL 2 x 12 8'-0° AND OVER 2 x 12 Osa (TYP.) NAIL (3) 12d e 6"-8'' O -C. TYP. 2x12 BM./HDR. C ENTRY f IINT'IUll WALL AND I4EADEIR STUD REaUIFE1 IENTS MAXIMUM DEADER SPAN (Ft-) UP TO 5'-0" TO 01-01 U.N.O. POST TO BE CONTINUOUS DOWN 4' -II 1/2" l'-11 1/2° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENG=TH STUDS AT EACH END OF HEADER 1 Z 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. rA R C H 1 T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ TRUSS TO 4X4 POST W/ (1) MTS -12 TRUSS TO 4X4 POST W/ (1) MT5-12 POST TO BLOCK W/ HTT-4 POST TO BE CONTINUOUS DOWN (SOLID BLOCKING= MUST BE TO TOP OF BLOCK W/ HTT-4 PROVIDED BETWEEN SUB FLOOR AND TOP OF BLOCK) CJI 1 II II I II II II . II II II II II II LI II II II 11 II II W CJ1 CJ3 n II II n u nu n n n n n n LI n n Q - CJ3 II II � �I — — II — TRAYIICEILINCs I � \SII O II �� II II q CJ5 2 ^ n2 <t N 0) Am1Cx Amt Ami - - _ _ _ - _ _ - - _ - - - -- - _ _ — — _ — — — — - - A04 � III A05Lu_ Am6 = _ _ _ - _ _ = 0 = _ _ ACS AOS Am-( �- _ _ - _ _ _ - _ _ - - - - - - - Amb 0 III � �: - C_ — — — I� - -I - - - - - - - Sid A05 ��2 3 x� I ATTIC I rA R C H 1 T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 ■ 11 II II II II II II "" 1=--��_ysvo Ih II II I II II CJI LLII LLII LLII 117 r r r r n n n 11 11 i 1 CJ1 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: �EOOND FLOOR ROOF FRAMING PLAN SCALE: 1 /4"-1, — 0" SHEET o OF U W Q a q ^ n2 <t N 0) 11 II II II II II II "" 1=--��_ysvo Ih II II I II II CJI LLII LLII LLII 117 r r r r n n n 11 11 i 1 CJ1 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: �EOOND FLOOR ROOF FRAMING PLAN SCALE: 1 /4"-1, — 0" SHEET o OF U CONC. FILLED LINTEL BLOCK W/ (l) 15 CONTINUOUS REBAR TT -4 SECURED TO STUD W/ (20) 10d x I " NAILS 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED) OOR TRU55 BELOW FRAME WALL (PARALLEL TO BLOCK) CC.HLC= N.I.O. EXTERIOR STUD WALL - 2 FLOOR TRUSS PARALLEL TO BLOCK Sr -ALE: N.T.-S. SECURE HEADER TO TOP PLATE w/ (2) 5IMP60N or (2) USP M5TA-24 EACH SIDE, STRAPS SHALL BE FLAT BETWEEN HEADER AND TOP PLATE, AS SHO 2x STUOS PER GENERAL SECURE EACH KING STUD TO TOP PLATE w/ NOTES SHEET (GN), SECTION TIMBER, NOTE 21. SIMP50N 5P4 or USP 6PT4 (FOR 2x6 WALL USE 51MP50N 5P6 or USP 5PT6) CONT. STRUCTURAL SHEATHING TO BTM. OF FLR TRUSS/BEAM MUST NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) PRE -ENG. ROOF TRUSSES KING STUDS HEADER SECURED PER FRAMING NOTES PRE-ENGINEERED (SIZE PER PLAN) 12 SECURE FLOOR TPER FRAMING (SEE 'MINIMUM WALL AND HEADER STUD PRE -CAST LINTEL 5 REQUIREMENTS' CHA009*OU'�I' cfl66� NOTES FOR DETAILS AND SPECIFICATIONS)10'-0 4' 2ND. SECURE JACK STUDS TO HEADER FIN. w/ 5IMP50N or USP LNN51ITA12 RECESSED LINTEL (EACH SIDE �AGKPTU� (SEE 'MINIMUM WALL AND HEADER STUD 8'-S' BRCS. HT. REQUIREMENTS' CHART ON FRAMING PLAN WINDOW OPENING FOR DETAILS AND SPECIFICATIONS 4 - EXTERIOR BEARING STUDS a• [SIZE AND SPACING PER NOTE #21, TEXTURED CEMENTIOUS UNDER CATEGORY TIMBER ON COATING PER (ASTM 092(o) GENERAL NOTES SHEET GN) (Tl'P.) JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END NO MORE THAN 12' O.C. STAGGERED I SECURE EACH KING STUD TO CONNECT TOP OF BOTTOM PLATE w/ SIMP50N 6P4 or :°:.. STRAP TO SOLID c� USP SPT STUD W/ (16)16d I SINKER NAILS SECURE JACK STUDS TO TO CMU RAISED STUCCO BLOCK WALL w/ 51MP60N or USP BAND M5TGM4 G PRE-ENGINEERED 41 -Op FLOOR TRUSS ( I m SHEATHING TO LAP TO TOP OF MA50NRY WALL: L LMSTCM4m SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLOOR LIN -- I CONNECT BOTTOM OF STRAP_ TO CMU BLOCK WALL W/ (12) 4 OL HEADER TO TOP PLATE TAPCONS' m' -O' FIN. FLR. - - 3 SCALE: 3/4'=1'-0" \//J `J/ a d a FRAMING DETAIL 1 SCALE: 3/4'=1'-0" SEE FOUNDATION PLAN rA R C H I T E C TS 7 LmFAX:407-774-4078 www.a bdesigngrou p.com AA #: 0003325 BEARING POST (PER PLAN) , EXTERIOR WALL STUDS 1/16' O.S.B. SHEATHINGS OR I/2' CDX PLYWOOD I NTT -4 SECURED TO STUD W/ r (20) IOd X I Z' NAILS i 2x4 EXTERIOR WALL STUDS O i G i 2x4 BOTTOM PLATE SECOND FIN. FLR. BEARING POST (PER PLAN) O i PRE-ENGINEERED FLOOR TRUSS � I Q 5/0' A.T.R. IN HIGH STRENGTH i EPDXY (MIN. i' EMBED) 1/16' O.S.B. SHEATHING TOP OF OR 1/2' CDX PLYWOOD MASONRY WALL CONC. FILLED LINTEL BLOCK W/ (l) 15 CONTINUOUS REBAR TT -4 SECURED TO STUD W/ (20) 10d x I " NAILS 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I' EMBED) OOR TRU55 BELOW FRAME WALL (PARALLEL TO BLOCK) CC.HLC= N.I.O. EXTERIOR STUD WALL - 2 FLOOR TRUSS PARALLEL TO BLOCK Sr -ALE: N.T.-S. SECURE HEADER TO TOP PLATE w/ (2) 5IMP60N or (2) USP M5TA-24 EACH SIDE, STRAPS SHALL BE FLAT BETWEEN HEADER AND TOP PLATE, AS SHO 2x STUOS PER GENERAL SECURE EACH KING STUD TO TOP PLATE w/ NOTES SHEET (GN), SECTION TIMBER, NOTE 21. SIMP50N 5P4 or USP 6PT4 (FOR 2x6 WALL USE 51MP50N 5P6 or USP 5PT6) CONT. STRUCTURAL SHEATHING TO BTM. OF FLR TRUSS/BEAM MUST NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) PRE -ENG. ROOF TRUSSES KING STUDS HEADER SECURED PER FRAMING NOTES PRE-ENGINEERED (SIZE PER PLAN) 12 SECURE FLOOR TPER FRAMING (SEE 'MINIMUM WALL AND HEADER STUD PRE -CAST LINTEL 5 REQUIREMENTS' CHA009*OU'�I' cfl66� NOTES FOR DETAILS AND SPECIFICATIONS)10'-0 4' 2ND. SECURE JACK STUDS TO HEADER FIN. w/ 5IMP50N or USP LNN51ITA12 RECESSED LINTEL (EACH SIDE �AGKPTU� (SEE 'MINIMUM WALL AND HEADER STUD 8'-S' BRCS. HT. REQUIREMENTS' CHART ON FRAMING PLAN WINDOW OPENING FOR DETAILS AND SPECIFICATIONS 4 - EXTERIOR BEARING STUDS a• [SIZE AND SPACING PER NOTE #21, TEXTURED CEMENTIOUS UNDER CATEGORY TIMBER ON COATING PER (ASTM 092(o) GENERAL NOTES SHEET GN) (Tl'P.) JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END NO MORE THAN 12' O.C. STAGGERED I SECURE EACH KING STUD TO CONNECT TOP OF BOTTOM PLATE w/ SIMP50N 6P4 or :°:.. STRAP TO SOLID c� USP SPT STUD W/ (16)16d I SINKER NAILS SECURE JACK STUDS TO TO CMU RAISED STUCCO BLOCK WALL w/ 51MP60N or USP BAND M5TGM4 G PRE-ENGINEERED 41 -Op FLOOR TRUSS ( I m SHEATHING TO LAP TO TOP OF MA50NRY WALL: L LMSTCM4m SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLOOR LIN -- I CONNECT BOTTOM OF STRAP_ TO CMU BLOCK WALL W/ (12) 4 OL HEADER TO TOP PLATE TAPCONS' m' -O' FIN. FLR. - - 3 SCALE: 3/4'=1'-0" \//J `J/ a d a FRAMING DETAIL 1 SCALE: 3/4'=1'-0" SEE FOUNDATION PLAN rA R C H I T E C TS 7 LmFAX:407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI PAGE: ENTRY SECTION DETAILS ARCHITECT: STATE OF FLORIDA Ile RO ND A. AB CHACRA "AR NO 93723 DATE: 6/12/18 SCALE: 3/4"=1'-0" SHEET 7 OF 0 uiuiu SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI PAGE: ENTRY SECTION DETAILS ARCHITECT: STATE OF FLORIDA Ile RO ND A. AB CHACRA "AR NO 93723 DATE: 6/12/18 SCALE: 3/4"=1'-0" SHEET 7 OF 0 ELECTRIC,4L LEGEND A R C H I T E C TS Desi n GrOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �. W.P. GFI I i I DINETTE I If I _ LANAI _ I g - 2 I LL \ FAMILY RM. I / f C / ��Y F FAN/CEILING PRE -WIRES ( I � I Lu KITCHEN I IFI E \\ I \\ I \ �\ I/ Idu_ \\ �`�xIx �� f`�� DEDICATED 20 _ \\ � \ l I .� � — - _. - \ AMP OUTLET FOR �� \� \ F — — M.IUAVE ' / r CxFI GFI O_P_T. f O K/x I — CAR TANDEM GARAGE r Q - — — 3 i I z / 1 I OLL / WC. PWDR. i j I W.P. ---- GFI _ \� O ' (� AC \ nwZ SUBDIV. Sc LOT: �COND \\ �� C M.D. ! I [ _ \ DINING KENSINGTON }PANEL. _ =j= = LIVING ROOM RESERVE ✓—� \\ / / / j (LOT#55) � � If / - MODEL: ilk,I f ESTERO BAY I f (VERSION#02) /�_ 2—CAR GARAGE — \ / I I i — PROJECT# i / \\ FOYER I f /j/ / 02997.000/055RI fes----- , \ I Iii/ PAGE: jM'�- �1Mi / (3) • I THHN/THWN COPPER CONDUCTORS, ( CzFI '� \ I / (1) M 6 THHN/THWN COPPER GROUND IN 2 CONDUIT. �� 4 44" AFF. (y q LL FIRST FLOOR �WQ ___OUTLET ___ __ --- — — — — — — _ _ } Ul 0 LINE OF 2ND. FLR ABV. — \� — - 0 � — — — - ELECTRICAL TRANSFORMER BANK: 50kVA \ U / — \ I PLAN �I VOLTAGE: 1620/13200-240/480V NEMA 3R 200 AMP L P.C. IN \ �C� HCl I ENTRY SERVICE: SINGLE PHASE 120/240 I ATTIC f \ W.P. i TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS L — — — J \I — — — — — — — — — — — — — — — — ■. AT SECONDARY SIDEt (120/240 VOLTS) M AND METER MLO � MAXIMUM FAULT CURRENT: IS390 amps CAN ARCHITECT: STATE OF FLORIDA POWER COMPANY 200 TRANSFORMER AMP. PHONE / DATA CABLE / TV WEATHER WEATHER --------- — — — — — — PROOF BOX PROOF BOX COACH COACH - L IGHT L IGsHT SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE ROL ND A. UCHACRA �jj /\ j� I AR NO 93723 200 0 A I I� E L E C T F (CAL fRI S E� PROVIDE E THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND NOTE: GOLD WATER PIPE. T DATE: 6/12/18 ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO FIRST FLOOR APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. SCALE: I /4 7 = I � — 0 CODES, AND THE LOCAL POWER CO. ELECTRICAL PLAN SHEET 5CALE:1/4"=1'-0" ELEVATION F OF 0 SYMBOL DEFINITION NOTES IIOV OUTLET EQUIPPED W/ GROUND FAULT M7EtlJPTER (TAMPER RESISTANT tYPE) ® IIOV FLOOR EQUIPPED W/ GROUND FAULT OUTLET MTEIZJFTER (TAMPER RESISTANT TYPE) 110V SWITCHED EQUIPPED W/ GROUND FAULT OUTLET INTERUPTER (TAMPER RESISTANT 1rPE� IIOV GFI EQUIPPED W/ GROUND FAULT OUTLET MTEpJPfER (TAMPER RESISTANT TYPE) 12DV OUTLET a WIRE coNNECTION EXTERIOR WATERPROOF OUTLET SWITCH Wg SWITCH 3 -WAY OPERATION SWITCH 4 -WAY OPERATION d DIMMER SWITCH (.� WALL MOUNTED Y 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 4s' LIGHT STRIP O FUORESCENT WRAP ARowD 24' FLUORESCENT as' FLUORESCENT D PANEL ® STRUCTURED WIRE PANEL I� METER -SMOKE BATT. BACK-UP W/ HARDWIRE �DETECTOR INTEROOMlECTED ® CARBON MONOXIDE BATT. BACK-UP w1 HARDWIRE DETECTOR MTERCOPPIECTED SMOKE /CARBON e MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR COMBO MTERCOMIECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET CEILRJG BOX REQUIRED TO BE 0 CEILING FAN / SUPPORTED M ACCORDANCE wr LIGHT Box MARKED A5 SUCH FOR MSPECTION CEILMG BOX REQUIRED TO BE Q J -BOX �'PORr>=D M ACCORDANCE uu Box MARKED As such+ FOR MSPEGTION O SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR CONK u pISGONNECT TV TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS. 4 TELEVI510N JACKS TO BE DETERMINED BY BUILDER f NOMEOUJNER -ALL RECEPTACLES IN HABITABLE -ROOMS ARE TO BE ARC FAULT AND LOAD .CALCULATIONS ONE FAMILY DWELLING WITH HEAT -PUMP :(NEC CODE#D2) HOUSE PLAN: ESTERO BAY MODEL LOAD INFORMATION VA 2780 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 8,340 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (i) LAUNDRY CIRCUIT AT 1500 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 4500 (1) DISHWASHER 900 (1) CLOTHES DRYER 5000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 35,486 FIRST 10 KVA OF GENERAL LOAD AT 100 10000 REMAINDER OF GENERAL LOAD ®40�= 25,486 VA x (.4) 10,194 TOTAL NET GENERAL LOAD 20,194 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 20,194 NET TOTAL HEAT 18,800 TOTAL LOAD 38,994 CALCULATED. LOAD FOR SERVICE .38,994 VA / 240 V= 162.48 200 AMP SERVICE W q a q TAMPER RESISTANT TYPE ELECTRIC,4L LEGEND A R C H I T E C TS Desi n GrOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �. W.P. GFI I i I DINETTE I If I _ LANAI _ I g - 2 I LL \ FAMILY RM. I / f C / ��Y F FAN/CEILING PRE -WIRES ( I � I Lu KITCHEN I IFI E \\ I \\ I \ �\ I/ Idu_ \\ �`�xIx �� f`�� DEDICATED 20 _ \\ � \ l I .� � — - _. - \ AMP OUTLET FOR �� \� \ F — — M.IUAVE ' / r CxFI GFI O_P_T. f O K/x I — CAR TANDEM GARAGE r Q - — — 3 i I z / 1 I OLL / WC. PWDR. i j I W.P. ---- GFI _ \� O ' (� AC \ nwZ SUBDIV. Sc LOT: �COND \\ �� C M.D. ! I [ _ \ DINING KENSINGTON }PANEL. _ =j= = LIVING ROOM RESERVE ✓—� \\ / / / j (LOT#55) � � If / - MODEL: ilk,I f ESTERO BAY I f (VERSION#02) /�_ 2—CAR GARAGE — \ / I I i — PROJECT# i / \\ FOYER I f /j/ / 02997.000/055RI fes----- , \ I Iii/ PAGE: jM'�- �1Mi / (3) • I THHN/THWN COPPER CONDUCTORS, ( CzFI '� \ I / (1) M 6 THHN/THWN COPPER GROUND IN 2 CONDUIT. �� 4 44" AFF. (y q LL FIRST FLOOR �WQ ___OUTLET ___ __ --- — — — — — — _ _ } Ul 0 LINE OF 2ND. FLR ABV. — \� — - 0 � — — — - ELECTRICAL TRANSFORMER BANK: 50kVA \ U / — \ I PLAN �I VOLTAGE: 1620/13200-240/480V NEMA 3R 200 AMP L P.C. IN \ �C� HCl I ENTRY SERVICE: SINGLE PHASE 120/240 I ATTIC f \ W.P. i TYPE: UNDERGROUND COMBO VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT CIRCUITS L — — — J \I — — — — — — — — — — — — — — — — ■. AT SECONDARY SIDEt (120/240 VOLTS) M AND METER MLO � MAXIMUM FAULT CURRENT: IS390 amps CAN ARCHITECT: STATE OF FLORIDA POWER COMPANY 200 TRANSFORMER AMP. PHONE / DATA CABLE / TV WEATHER WEATHER --------- — — — — — — PROOF BOX PROOF BOX COACH COACH - L IGHT L IGsHT SERVICE BY OTHERS INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GRADE LINE ROL ND A. UCHACRA �jj /\ j� I AR NO 93723 200 0 A I I� E L E C T F (CAL fRI S E� PROVIDE E THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND NOTE: GOLD WATER PIPE. T DATE: 6/12/18 ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ NOTE: IF PVC IS USED THERE IS NO FIRST FLOOR APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL BOND/GROUND TO COLD WATER PIPE. SCALE: I /4 7 = I � — 0 CODES, AND THE LOCAL POWER CO. ELECTRICAL PLAN SHEET 5CALE:1/4"=1'-0" ELEVATION F OF 0 SYMBOL DEFINITION NOTES IIOV OUTLET EQUIPPED W/ GROUND FAULT M7EtlJPTER (TAMPER RESISTANT tYPE) ® IIOV FLOOR EQUIPPED W/ GROUND FAULT OUTLET MTEIZJFTER (TAMPER RESISTANT TYPE) 110V SWITCHED EQUIPPED W/ GROUND FAULT OUTLET INTERUPTER (TAMPER RESISTANT 1rPE� IIOV GFI EQUIPPED W/ GROUND FAULT OUTLET MTEpJPfER (TAMPER RESISTANT TYPE) 12DV OUTLET a WIRE coNNECTION EXTERIOR WATERPROOF OUTLET SWITCH Wg SWITCH 3 -WAY OPERATION SWITCH 4 -WAY OPERATION d DIMMER SWITCH (.� WALL MOUNTED Y 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 4s' LIGHT STRIP O FUORESCENT WRAP ARowD 24' FLUORESCENT as' FLUORESCENT D PANEL ® STRUCTURED WIRE PANEL I� METER -SMOKE BATT. BACK-UP W/ HARDWIRE �DETECTOR INTEROOMlECTED ® CARBON MONOXIDE BATT. BACK-UP w1 HARDWIRE DETECTOR MTERCOPPIECTED SMOKE /CARBON e MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR COMBO MTERCOMIECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET CEILRJG BOX REQUIRED TO BE 0 CEILING FAN / SUPPORTED M ACCORDANCE wr LIGHT Box MARKED A5 SUCH FOR MSPECTION CEILMG BOX REQUIRED TO BE Q J -BOX �'PORr>=D M ACCORDANCE uu Box MARKED As such+ FOR MSPEGTION O SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR CONK u pISGONNECT TV TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS. 4 TELEVI510N JACKS TO BE DETERMINED BY BUILDER f NOMEOUJNER -ALL RECEPTACLES IN HABITABLE -ROOMS ARE TO BE ARC FAULT AND LOAD .CALCULATIONS ONE FAMILY DWELLING WITH HEAT -PUMP :(NEC CODE#D2) HOUSE PLAN: ESTERO BAY MODEL LOAD INFORMATION VA 2780 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 8,340 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 (i) LAUNDRY CIRCUIT AT 1500 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 4500 (1) DISHWASHER 900 (1) CLOTHES DRYER 5000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 35,486 FIRST 10 KVA OF GENERAL LOAD AT 100 10000 REMAINDER OF GENERAL LOAD ®40�= 25,486 VA x (.4) 10,194 TOTAL NET GENERAL LOAD 20,194 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 20,194 NET TOTAL HEAT 18,800 TOTAL LOAD 38,994 CALCULATED. LOAD FOR SERVICE .38,994 VA / 240 V= 162.48 200 AMP SERVICE 0 h W q a q ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV OUTLET EGUPPED W/ GROUND FAULT INTERUPTER (TAMPER RESISTANT TYPE) IIOV FLOOR EGIJIPPED W/ GROUND FAULT ® OUTLET INTERUPTER (TAMPER RESISTANT TYPE) IIOV SWITCHED EQUIPPED uu GROUND FAULT V/ OUTLET � RU�R (TAMPER RESISTANT TYPE) (� IIOV GFI EGIUIPPED W/ GROUND FAULT INTERUPTER (TAMPER RESISTANT *W OUTLET TYPE) 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET SWITCH g SWITCH 34JAY OPERATION $4 SWITCH 4 -WAY OPERATION DIMMER SWITCH (.� WALL MOUNTED Y LIGHT WALL SCONCE PRE -WIRE CEILING W MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN �( VENT FAN W/ j x LIGHT 6 24' LIGHT STRIP 48' LIGHT STRIP O FUORESCENT WRAP AROUND FLUORESCENT 48' FLUORESCENT D PANEL ® STRUCTURED WIRE PANEL I METER SMOKE BATT. BACK-UP W/ HARDWIRE O DETECTOR INTERCONNECTED ® CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE rn DETECTOR INTERCONNECTED SMOKE / CARBON e MONOXIDE BATT. BACK-UP W) HARDWIRE DETECTOR COMBO INTERCONNECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET O CEILING FAN / CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE V LIGHT BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRED TO BE O J -BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED ALS SUCH FOR INSPECTION 0 SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER u DISCONNECT AIR GOND. DISCONNECT N TELEVISION JACK EMERGENCY LIGHTING D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / NOMEOIUNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A It C H IT E C TS Desi In GOU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: I OND FLO0 ELECTRICAL PLA SCALE: SHEET 8A OF , u O W q a q c") Q-) "o N co rn SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: I OND FLO0 ELECTRICAL PLA SCALE: SHEET 8A OF , u SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/E2 FOR GABLE NOTE: NOTE: OVER #3m FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED PRE-ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. R INSTALLED PER SECTION R905 OF THE FBCR, GABLE ROOF TRUSS DO NOT EXCEED 4' DO NOT EXCEED 4' - 6TH EDITION (201U 8' CMU BLOCK 8' CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES 1, 1, AT FIRST (2) BAYS 5 z DRYWALL 5" s DRYWALL WINDOW/DOOR JAMB METHOD PER 'NAILING SCHEDULE'P.T. 1x4 or 4x4 MIN. P.T. -1x4 or 4x4 MIN. (4'_0'O-C.,@SHEATHING SEAMS) (SEE WINDOW/DOOR JAMB BLOCKING 1x4 Or 1X2 P.T. NAILER (SEE WINDOW/DOOR JAMB BLOCKING 1x4 Or 1X2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE 2x6 SUB -BAN DOOR CASING TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT DOOR JAMB /WINDOW OOR JAMB / WINDOW 8 TEXTURED CEMENTITIOUS COATING MIN. OVER 4'-10' HIC�N - (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM (ATTACHED TO BLOCKING 5 (AS PER TRUSS ENGINEERING) EACH END and a IS O.C. MAX P.T. 1x4 or 4 x4 MIN. (PER. ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU .FRAME INTO BLOCK w/ EXPANDED METAL LATH, -OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/Y" x 9' (1) 3" TAPCON (MIN. EMBEDMENT 1 l') ' 2 -LAYER WATER RESISTANT BARRIER OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN i6 4 5 " 8' FROM EACH ENE and a 18' O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4 0r + / WINDOW TO BLOCK (+3) or METHOD PER 'NAILING SCHEDULE' (6 MIN. EMBEDMENT a 32 O.C. MAX) DOOR JAMB TO BLOCK (+ 4" or +%") DOOR JAMB TO BLOCK +3" " (1) DRIVE PIN, 8 FROM EACH ENE and SECURE GABLE TO 2x8 P.T. PLATE 4A 4E a 18' O.C. MAX w/ 12d NAILS a 8' O.C. MAX SCALE: r=1' -m' SCALE: 1'=1'-0' MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 1 WA2 TRUSS w/ (2) 12d NAILS 4 PLASTIC OR METAL WEEP SCREET. t INSTALLED a MID -POINT OF TRUSS SPAN NOTE: NOTE: 2' TEXTURED GEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED SHIM As NEEDED P.T. 2x4: COATING MIN. (PER ASTM TO PLUMB JAMB. TO PLUMB JAMB. a' ATT OR BLOWN -IN INSULATION SECURE TO BLOCK_ w/ (1)16 TAPCON C926) OVER CM (R -VALUE PER ENERGY CALC5) DO NOT EXCEED 4' DO NOT EXCEED 4' (MIN. EMBEDMENT 1 4') 8' FROM EACH 8' CMU BLOCK END_ and 6 18' O.C. MAX 8' GYPSUM BOARD OR 2' HIGH STRENGTH 1. 8' CMU BLOCK is or CEILING BOARD P.T. 2x � DRYWALL 2 DRYWALL (1) ERNE PIN, 8' FROM EACH END and 1 BLOCK WALL SECTION - GABLE ROOF OHC. FILLED u -BLOCK w/ ll) #5 (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or IX2 P.T. NAILER P.T. 1x4 or 4'x4' MIN. 1x4 or 1x2 P.T. NAILER e 18' O.C. MAX 1 SINGLE STORY SCALE: 3/4'=1'-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING g' OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 DOOR CASING 16 FASTENER SCHEDULE FOR ATTACHMENT DOOR. CASING. MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1 4' SHINGLES OR TILE (PER BLDR) (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING OVER 030 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: � INSTALLED PER SECTION R905 OF THE FBCR, 1 NOTE: SECURE TO BLOCK w/ (2)' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 vo STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4') 8' FROM EACH OVER ROOF SHEATHING (TYPE AND ATTACHMENT / DOOR JAMB TO BLOCK (+1 Y2THROUGH NON-STRUCTURAL MEMBER (lx or 16' OSB) END and a 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' 4B SCALE: 1'=I'-0' or w/ 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK (2) DRIVE PINS, 8' FROM EACH END and RE -ENGINEERED ROOF TRUSS a 18' O.C. MAX EMBEDDED STRAP ATT OR BLOUN-IN INSULATION WINDOW TO BLOCK (+3yl 6 MIN. SHANK SIZE .145 (PER PLAN) (R -VALUE PER ENERGY CALcs) NOTE:MIN. HEAD SIZE .300 DOOR JAMB TO BLOCK (+3yl6) MIN. EMBEDMENT 1 SHIM As NEEDED 4F 4 TO PLUMB JAMB. SCALE: r=1'-0' METAL DRIP EDG"GYPSUM BOARD OR �' HIGH DO NOT EXCEED 4' P.T. 2x8: 2x6 SUB -BAN - STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)16' TAPCONS VENTED ONC. FILLED U -BLOCK w/ i, 1 N ' ALUMINUM SOFFIT (1) #5 CONTINUOUS REBAR P.T. 2x z DRYWALL NOTE: (MIN. EMBEDMENT 1 4) 8 FROM EACH ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER SHIM AS NEEDED END and a 18' O.C. MAX RECAST LINTEL TO PLUMB JAMB. or WINDOW (PER PLAN), FASTENER SCHEDULE FOR ATTACHMENT 16 OSB (4 WIDE MIN.) DO NOT EXCEED �' (2) DRIVE PINS, 8' FROM EACH END and (SIZE AND REINFORCEMENT. ATTACHMENT PER MFR DOOR JAMB / WINDOW DOOR CASING 4 a 18' O.C. MAX SPECIFICATION PER PLAN) (ATTACHED TO BLOCKIN145G PER MFR'S SPECIFICATIONS 8' GMU BLOCK- 1" MIN. SHANK EE . � DRYWALL MIN. HEAD SI1 ZE 300 0 NOTE: P.T. 1x4 or 4'x4' MIN. 1x4 or 1x2 P.T. NAILER MIN. EMBEDMENT 1 4' (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL_ INSULATION THROUGH NON-STRUCTURAL MEMBER (lx or 16' OSB) DOOR CASING P.T. (212x4: PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL w/ 3" TAPCON MIN. 1 '' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ ll) TAPCON PLACE SILL (PER BLDR �, 16 4 4 z GYPSUM WALL BOARD _ EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4') 8' FROM EACH 2' TEXTURED CEMENTITIOUS II #5 REBAR VERTICALLY IN WINDOW TO BLOCK (+1 1 16�� PER MFR'S SPECIFICATIONS) END and a 18' O.C. MAX COATING MIN. (PER ASTM CONK. POURED CELL or - C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1Y16 STRUCTURAL 2x MUST B ON OUTSIDE 4 SECURED lU DRIVE PIN, 8' FROM EACH END and 8' CM 4" P.T. FURRING STRIPS a 16" O.C. 4C R E DE E RED a V O.C. MAX SCALE- 1'=1'-0' THROUGH NON-STRUCTURAL MEMBER (lx or 16' OSB) MIN. SHANK SIZE .145 LU / 4' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD sIEE 300 OOD 5A5E MIN. EMBEDMENT 1 4' .a NOTE: SHIM AS NEEDED WINDOW TO BLOCK (+3 /6») To PLUMB JAMB. DOOR JAMB TO BLOCK (+3yl6) P.T. (2) 2x6: ---CONCRETE SLAB DO NOT EXCEED 4' 4G SCALE: 1'=1'-0' SECURE TO BLOCK w/ (2) 4" TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 �') 8' FROM EACH a END and a 18' O.C. MAX a . a AND REINFORCEMENT) 8' CMU BLOCK 4 XTERIOR WALL FOOTING 2' DRYWALL UPLIFT UP TO lll5 Ib or BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) NTAN FOR SIZE cSE� WINDOW/DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and SIMPSON HTS20 w/ (10) 10d NAILS TO TRUSS 4 a 18' O.C. MAX 2 REE P.T.lx (4 WIDE MIN.) i � i" SINGLE STORY SCALE: 3/4'4-0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONs INTO BOND BEAM RE -ENGINEERED MIN. SHANK SIEE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE 300 (ATTACHED TO BLOCKING UPLIFT UP TO 2,350 Ib ONTINUOUS BOND MIN. EMBEDMENT 14' BATT INSULATION ADHERED TO CEILING a GYPSUM BOARD OR 2" HIGH PER MFRS SPECIFICATIONS BEAM BOARD (R -VALUE PER ENERGY CALKS STRENGTH CEILING BOARD (2) SIMPSON HT520 EACH SIDE OF TRUss w/ NOTE: (10) 10d NAILS TO TRUSS 4 (4) !'X2 4' TAPCONs P.T. l2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BONA. BEAM SECURE TO BLOCK w/ (2) 1' TA THROUGH NON-STRUCTURAL MEMBER (Ix or 16 OSB) (or EQUIVALENT INSTALLED PER MFR'5 SPECS 4 PCONS w 16 TAPCON MI EMBEDMENT INTO BLOCK (MIN EMBED ENT 1 4") 8' FROM EACH END and a 18' O.C. MAX OPENING22' x 30' MIN. 1 „ TAPGONS MIN. or OOD CASING AT SIDE WINDOW TO BLOCK (+2 � 2' COVER (2) DRIVE PINS, 8' FROM EACH END and -ATTIC ACCESS a 18' O.C. MAX 2 APART 3 AIR SEAL GASKET BETWEEN DOOR JAMB TO -BLOCK (+2 �4») MIN. SHANK SIZE .145 SCALE: N.T.S. WOOD CASING e GYP. TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE 300 SCALE: I'=1'-0' 5 SCALE: N.T.S. _ BOARD (TYP) 4D - MIN. EMBEDMENT 1 1N 4 rA R C H I T E C TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA ROLA D A. AB HACRA AR NO 93723 SCALE: 1/4"=1'-0" SHEET D I 01 iuiuin SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA ROLA D A. AB HACRA AR NO 93723 SCALE: 1/4"=1'-0" SHEET D I NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Ed ROUND, MODIFIED OR T 2 %$' .131 110,000 RING ROOF DIAPHRAGM - ASPHALT SHINGLE 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED 7/16' O.S.B. or )/2' CDX PLYWOOD - Sd RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL PER INCH) Sd RING SHANK GUN 8 LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS NAILS a 6' O.C. IN FIELD EDGES AND Sd RING SHANK GUN NAILS a 6' O.C. 6 INTERMEDIATE SUPPORT5. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS a 4' O.C. EDGEWISE. ECURE 2x TO CMU wl (3)y' x 9' 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ANCHOR BOLT w/ 2' WA5HER SET PRE-ENGINEERED PRE-ENGINEERED IN 6IMP50N OR USP HIGH OUBLE TOP PLATE TO STUD DOUBLE TOP PLATE TO STUD ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL ROOF TRU55 ROOF TRUSS STRENGTH EPDXY (6' MIN: w/ SIMPSON SP4 (USP SPT4) w/ SIMPSON SP4 (USP SPT4) d EMBEDMENT) a 32' O.C. MAX a 32' O.C. MAX - CDX EXTERIOR PLYWOOD or 15/2' APA -RATED O.S.B. (A5 PER MANUFACTURER'S o 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE 2x 5TUD5 a 16' O.C. MAX 2x STUDS a 16' O.C. MAX INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL 'l� U— • NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGE5 AND Sd RING SHANK GUN NAILS e 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL_. N Z Lu z z LOCATED 6' FROM TOP AND TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2 -ROWS, STAGGERED ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. TOP CHORD BLOCKING a 4' BOTTOM (1) NEAR MID -CENTER 2x CONTINUOUS STRESS BLOCKING a MID -WALL 2x CONTINUOUS STRESS BLOCKING a MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.C. MAX IN FIRST (2) FRAMING TOP PLATE ---DOUBLE TOP PLATE TO STUD �, SPACES a EACH EN EXTERIOR WALL SHEATHING w/ 51MP50N 5P4 (USP 5PT4) PRE-ENGINEERED TRUSS x WOOD or METAL STUDS %/' 0.5.3: or y' PLYWOOD or %6' ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.C. a or RAFTER IS)V I" GYPSUM WALL BOARD I, 2 GYPSUM WALL BOARD PANEL EDGES AND Ed RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND ad RING ROOF SHEATHIN a 24' O.C. MAX 2x CONTINUOUS STRESS 1) 15 REBAR VERTICALLY IN SHANK GUN NAILS e 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL: (NOT LOAD BEARING) CONC. POURED CELL BLOCKING a MID -WALL ECURE BOTTOM PLATE TO SLAB w/ z Q Q n O.C. IN FIELD - (LOCATION PER PLAN) Y' x 9' ANCHOR BOLT w/ 2' WASHER NOTE. RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM o da or Sd x 3' SCREW SHANK BALLISTIC SET IN SIMP50N NIGH STRENGTH ANY MANUFACTURER. UNLESS NOTED OTHERWISE z 3v m ; W `� d a ELECTRO GALVANIZED STRIP EPDXY (OR EQUIVALENT) 6' n ST FLOOR STUDS TO 2ND FLOOR 5TUD5 SECURED w/ 5IMP50N OR U5P M5TA36 ECURE BOTTOM PLATE TO EMBEDMENT MIN. ,@ 32' O.C. MAX NAIL REQUIREMENTS m OF ENDS OF WOOD STRUCTURAL PANEL �4' T$G 5UBFLOOR (ATTACHMENT 'NAILING ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL 6 STUD To BOTTOM PLATE w � > SHEAR WALLS. (SEE FOUNDATION PLAN FOR 51ZE 32' 0C MAX ;IM (;nM APA (U(;P SPT4) a 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Ed ROUND, MODIFIED OR T 2 %$' .131 110,000 RING d a (16-20 RINGS PER INCH) AND RE INFORCEMENT) ° ,�-- - ,.-- d Q O.C. MAX BUILDING LENGTH Q ONCRETE SLAB ONCRETE SL ° ANTERIOR BEARING -WALL FOOTING 45 (SEE FOUNDATION PLAN FOR ROOF SHEATHING LAYOUT AND ENDWALLSIZE a (SEE FOUNDATION PLAN FOR SIZE a � � (SEE FOUNDATION PLAN FOR SIZE R SI ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) • NTERIOR BEARING WALL FOOTING NTE 10 AIN A R CH ITEC TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA ROLAND A. ABONCHACRA AR NO 93723 DATE: 6/12/1. SCALE: 1/4"=1'-0" SHEET D2 Ed RING SHANK GUN NAILS g 4' O.C. .TOP a BOTTOM EDGES . . . . . . . . ° XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4'=1'-0' SINGLE STORY (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) L.B.W. W/ NO UPLIFT R R BE R G w L_" FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) SINGLE STORY L.B.W. W/ UPLIFT 4!� SCALE: 3/4'=1'-0' 4 A SCALE. 3/4'=1'-0' d a Sd RING SHANK GUN NAILS a 6' O.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRUSS o . Z 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE cD 'l� U— • SECURE TOP PLATES w/ 16d COMMON NAILS 6 4' O.C. Z Lu z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2 -ROWS, STAGGERED n � ►� m(0.5.5. o TO BE STRUCTURAL GRADE) TOP PLATE ---DOUBLE TOP PLATE TO STUD �, w/ 51MP50N 5P4 (USP 5PT4) 40 x WOOD or METAL STUDS a 32 O.C. MAX IS)V a 24' O.C. MAX 2x CONTINUOUS STRESS Sd RING SHANK GUN NAILS a 12' (NOT LOAD BEARING) BLOCKING a MID -WALL z Q Q n O.C. IN FIELD - 2x STUDS a 16 O.C. MAX da or Sd x 3' SCREW SHANK BALLISTIC UNLESS NOTED OTHERWISE z 3v m ; W `� d a ELECTRO GALVANIZED STRIP NOTE: DO NOT SPLICE TOP PLATES WITHIN 6'-O" ST FLOOR STUDS TO 2ND FLOOR 5TUD5 SECURED w/ 5IMP50N OR U5P M5TA36 o Z.C. NAILS a 12' Oa) IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL �4' T$G 5UBFLOOR (ATTACHMENT 'NAILING , 4 TSG SUBFLOOR (ATTACHMENT � > SHEAR WALLS. METHOD PER SCHEDULE') METHOD PER NAILING SCHEDULE') u UNTHREADED SHANK TO EXTEND " - BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRUSS RE -ENGINEERED FLOOR TRU55 SUB -FLOOR SHEATHING WALL5 AND INTERIOR SHEAR WALL5. 10 TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5U5 -FLOOR DECKING GLUED OUBLE TOP PLATE FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS a 16' O.C. MAX (0.513. TO BE STRUCTURAL GRADE) 3SCALE: 3/4'=1'-0' OUBLE TOP PLATE UNLESS NOTED OTHERWISE z" GYPSUM WALL BOARD 2' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS 5TRE55 NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING a MID -WALL BLOCKING a MID -WALL $ DIAGONAL BRACE a CENTER OF TRU55 SPAN or Zx4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS ' x 9' ANCHOR BOLT w/ 2' WASH ER f DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0' O.C. a SHEATHING SEAMS) 2x STUDS a 16' O.C. MAX ET IN SIMP50N HIGH STRENGTH GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP2 DIAGONAL BRACE w/ (3) UNLESS NOTED OTHERWISE rEPDXY (OR EQUIVALENT) 6' ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAILS a EACH TRUSS (DIAGONAL ECURE BOTTOM PLATE TO MBEDMENT MIN. ,@ 32' O.C. MAX f 0'-0" - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5-TRU55E5 SLAB w/ (1) had CUT NAIL a TUD TO BOTTOM PLATE w/ 30'-1' - 60'-0' USE (3) X -BRACE 32' O.C. MAX IMPSON SP4 (USP 5PT4) a 32" x. (1) x -BRACE a CENTER 4 (2) BRACESJL x 4 3 a a ° 44 O.C. MAX DIVIDED EQUALLY FROM CENTER TO END o ONCRETE SLAB ONCRETE SLAB • (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE STIFFBACK AT ALL UPRIGHTS AND REINFORCEMENT) AND REINFORCEMENT) OVER 4'-10' HIGH NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING (AS PER TRU55 ENGINEERING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN_ FOR SIZE PLASTIC OR METAL AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE im V STORY L.B.W. W/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 7B y y yxxxTWO Xxxx5 ASCALE: 5 B SAME X -BRACING REQUIREMENTS) WA2 3/4'=I'-0' SCALE: 3/4'=I'-0' ONT. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRACING TRU55 w/ (2)124 NAILS 1 INSTALLED a MID -POINT OF TRU55 SPAN SCALE: 3/4'=I' -O' - or 10'-m' O.C. MAX A R CH ITEC TS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA ROLAND A. ABONCHACRA AR NO 93723 DATE: 6/12/1. SCALE: 1/4"=1'-0" SHEET D2 SPACING (1) ,@ EACH END 2x RAFTER BO RD AND 6'-m" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2) 12d NAILS or (3)104 a q q q GUN NAILS 'a EACH TRUS 2' GYPSUM WALL BOARD aggqqqq q aaggqqjqj agahgaq� aglglqlql 0 2x WOODS STUDS 24' O.C. RAFTER TO TRU55 w/ 51MP50N (SIZE PER PLAN) ®� 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)12d NAILS 6 EACH END. 4 SCALE: 3/4'=1'-0' RE -ENGINEERED ROOF TRU55E5 SECURE BOTTOM PLATE TO SLAB w/ lmd MASONRY OOF DECKING OVER PRE-ENGINEERED ROOF TRU55ES NAILS / 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 1 2x4 SECURED TO GABLE END w/ SCALE: 3/4'=1'-0' (2)12d s EACH UPRIGHT ONCRETE 5LA5 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED (V 8' O.C. MAX SIZE AND REINFORCEMENT) WATER RESISTANT BACKERBOARD ° a (DENSHIELD) 2x4 RAFTER 6 24' O.C. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or U5P A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL MAPELA5TIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) z RE -ENGINEERED TRUSS AULK BEAD BETWEEN DENSNIELD 2x4 BLOCKING Q EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) ' GYPSUM BOARD OR VARIES PER PLAN INSTALLATION 51MP50N H2.5A or U5P RTIA a NIGH STRENGTH CEILING SHOWER PAN EACH RAFTER TAIL CONNECTIO z ` (FIBERGLASS OR CERAMIC) SIMPSON Lam or USP A3 BOARD TOP OF EACH RAFTER CONNECTIO 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRU55 SHOWER SEAT FRAMED OVERHANG or 24' O.C. MAX) 2 SCALE: 3/4'=1'-0' 5 SCALE- 3/4'=1' 2 GYPSUM WALL BOARD 3 %' METAL 5TUD5 (25 GAUGE) ,a 24' O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A ATTACHED TO EACH SIDE 6 12' O.C. ECURE 2x TO CMU w/ (2) Y6' x 3' TAPCON5 WITHIN 8' OF EACH END AND 618' O.G. MAX 3 %8' BOTTOM CHANNEL (25 or SECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SHANK SIZE .145 • NAIL w/ WASHER a 32' O.C. MAX. 4 MIN. EMBEDMENT OF 1 Y4') WITHIN S' OF EACH END AND Q15' O.C. MAX ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING o z 51ZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD n PER 'NAILING SCHEDULE') ECURE 2x6 MIN. TO BLOCK w/ P.T. 2x8 STUD BLOCK (2)y' x 9' ANCHOR BOLTS w/ 2 NOTE: o B WASHER SET IN SIMPSON or U5P STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD. HEIGHT LIMITS. z ROUGH OPENING (UP TO 8'-0'J (MIN. 6' EMBEDMENT) z - INTERIOR NON—BEARING WALL o ry 0 0 (B METAL STUDS SCALE: 3/4'4-0' ECURE 2x(o MIN. TO BLOCK iu/ (3)Y' x 9' ANCHOR BOLTS w/ 2'" TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED RECAST OR POURED IN WASHER SET IN 51MP5ON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) HIGH STRENGTH EPDXY (MIN. 6 8" CMU BLOCK PLACE SILL (PER BLDR) C926) OVER CM EMBEDMENT ,,—WEATHER STRIP MOLDING AROUND DOOR 8 CM (PER MANUFACTURER'S SPECIFICATIONS) s 1 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2 GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S 5PECIFICATION5VERHEAD GARAGE DOOR (BY OTHERS) 1' MIN. SLIDE ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'=r-0' A 6SCALE: 3/4' =1'-0' B SCALE. N.T.S. (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) A R C H IT E C TS Desi n Gro u inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON - RESERVE- - (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS g Hg c car r<_vrtiuH ROW D A. AB UCHACRA AR NO 9 723 DATE: 6/12/18 SCALE: SHEET D3 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3) 12d NAILS or MIN. (4) lmd GUN NAIL Ix6 COLLAR TIE 6 EVERY OTHER ��ppo°w"w RAFTER w/ MIN. (3) 12d NAILS or o a GYPSUM BOARD OR IMP50N VTCB or USP VTT u a a a �awaiaiga MIN. l4) lOd GUN NAILCIA 0 2' HIGH STRENGTH CEILING A SPACING (1) ,@ EACH END 2x RAFTER BO RD AND 6'-m" O.C. MAX 1x8 NAILER SECURED TO TRUSSES INGLE 2x TOP PLATE BELOW w/ (2) 12d NAILS or (3)104 a q q q GUN NAILS 'a EACH TRUS 2' GYPSUM WALL BOARD aggqqqq q aaggqqjqj agahgaq� aglglqlql 0 2x WOODS STUDS 24' O.C. RAFTER TO TRU55 w/ 51MP50N (SIZE PER PLAN) ®� 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)12d NAILS 6 EACH END. 4 SCALE: 3/4'=1'-0' RE -ENGINEERED ROOF TRU55E5 SECURE BOTTOM PLATE TO SLAB w/ lmd MASONRY OOF DECKING OVER PRE-ENGINEERED ROOF TRU55ES NAILS / 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 1 2x4 SECURED TO GABLE END w/ SCALE: 3/4'=1'-0' (2)12d s EACH UPRIGHT ONCRETE 5LA5 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED (V 8' O.C. MAX SIZE AND REINFORCEMENT) WATER RESISTANT BACKERBOARD ° a (DENSHIELD) 2x4 RAFTER 6 24' O.C. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or U5P A3 INTERIOR NON—BEARING WALL or 8" CMU BLOCK WALL MAPELA5TIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) z RE -ENGINEERED TRUSS AULK BEAD BETWEEN DENSNIELD 2x4 BLOCKING Q EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) ' GYPSUM BOARD OR VARIES PER PLAN INSTALLATION 51MP50N H2.5A or U5P RTIA a NIGH STRENGTH CEILING SHOWER PAN EACH RAFTER TAIL CONNECTIO z ` (FIBERGLASS OR CERAMIC) SIMPSON Lam or USP A3 BOARD TOP OF EACH RAFTER CONNECTIO 3 %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYWALL SCREWS (EACH TRU55 SHOWER SEAT FRAMED OVERHANG or 24' O.C. MAX) 2 SCALE: 3/4'=1'-0' 5 SCALE- 3/4'=1' 2 GYPSUM WALL BOARD 3 %' METAL 5TUD5 (25 GAUGE) ,a 24' O.0 w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A ATTACHED TO EACH SIDE 6 12' O.C. ECURE 2x TO CMU w/ (2) Y6' x 3' TAPCON5 WITHIN 8' OF EACH END AND 618' O.G. MAX 3 %8' BOTTOM CHANNEL (25 or SECURE 2x4 FLAT TO GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SHANK SIZE .145 • NAIL w/ WASHER a 32' O.C. MAX. 4 MIN. EMBEDMENT OF 1 Y4') WITHIN S' OF EACH END AND Q15' O.C. MAX ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING o z 51ZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD n PER 'NAILING SCHEDULE') ECURE 2x6 MIN. TO BLOCK w/ P.T. 2x8 STUD BLOCK (2)y' x 9' ANCHOR BOLTS w/ 2 NOTE: o B WASHER SET IN SIMPSON or U5P STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD. HEIGHT LIMITS. z ROUGH OPENING (UP TO 8'-0'J (MIN. 6' EMBEDMENT) z - INTERIOR NON—BEARING WALL o ry 0 0 (B METAL STUDS SCALE: 3/4'4-0' ECURE 2x(o MIN. TO BLOCK iu/ (3)Y' x 9' ANCHOR BOLTS w/ 2'" TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED RECAST OR POURED IN WASHER SET IN 51MP5ON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) HIGH STRENGTH EPDXY (MIN. 6 8" CMU BLOCK PLACE SILL (PER BLDR) C926) OVER CM EMBEDMENT ,,—WEATHER STRIP MOLDING AROUND DOOR 8 CM (PER MANUFACTURER'S SPECIFICATIONS) s 1 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2 GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 51MP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S 5PECIFICATION5VERHEAD GARAGE DOOR (BY OTHERS) 1' MIN. SLIDE ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ROOM ALVANIZED STEEL VERTICAL TRACK 3 SCALE: 3/4'=r-0' A 6SCALE: 3/4' =1'-0' B SCALE. N.T.S. (BY OTHERS - INSTALLED PER MANUFACTURERS SPECIFICATIONS) A R C H IT E C TS Desi n Gro u inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngrou p.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON - RESERVE- - (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS g Hg c car r<_vrtiuH ROW D A. AB UCHACRA AR NO 9 723 DATE: 6/12/18 SCALE: SHEET D3 (-A R C H I T E C TS FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS SCALE: 1/4"=1'-0" SHEET D4 SHINGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALLS OVER #30 FELT PAPER (OR APPROVED OVER #30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRU56 EQUAL) INSTALLED PER SECTION R905 OF. F EQUAL) INSTALLED PER SECTION 8905 OF RE -ENGINEERED THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN) DOUBLE TOP PLAT OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUSSES ATTACHMENT METHOD PER 'NAILING' ATTACHMENT METHOD PER NAILING AT FIRST (2) BAYS METAL DRIP EDG SCHEDULE') SCHEDULE' (4'-0' O.C. a SHEATHING SEAMS) , 2x6 SUB -BAN 8' GYPSUM BOARD OR z' NIGH P EDGE METAL DR1B-BAN _ 111 Jx STRENGTH CEILING BOARD _ AIL VENTED ALUMINUM SOFFIT IMPSON 5P2 (USP 6PT24) EVERY VENTED ALUMINUM SOFFIT TIFFBACK AT ALL UPRIGHTS OVER 4`-10" HIGH = 12 x 2" WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) = = ALL SPACER f FOR CONDITIONS WHERE TRUSS AND PER PLAN- ONT. 2x4 RAT -RUN ATTACHED TO PER PLAN STUD LINE-UP, USE A SIMPSON H10A DOUBLE TOP PLAT EACH TRUSS wl (2)12d NAILS - = 2x4 STUDS a 16' O.C. WINDOW HEADER (USP RT16A) ALL INSULATION INSTALLED a MID -POINT OF TRUSS _ - (SIZE PER PLAN (R -VALUE PER ENERGY CALLS) a TEXTURED GEMENTITIOUS COATING MIN. SPAN or 10'-0' O.C. MAX - _ 2xS BLOCKING i, TEXTURE[) GEMENTITIOUS COATING MIN. ---WINDOW (PER PLAN), ATTACHMENT (PER ASTM G926) OVER PAPERBACK ,�---BATT OR BLOWN -IN INSULATION � d _ SECURED w/ (3) 12d (PER ASTM G926) OVER PAPERBACK PER MFR SPECIFICATIONS EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALCS) = NAILS EACH EN 2 -LAYER WATER RESISTANT BARRIER, OVER EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT 3 ,yy SECURE 2x4 TO DBL TOP PLATE w! /a x 6 _ 2 -LAYER WATER RESISTANT BARRIER, OVER WINDOW SILL METHOD PER 'NAILING SCHEDULE' THRU-BOLTS S 32' O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT TO 2x4 wI 12d NAILS a 8' O.C. MAX 1 1/2 METHOD PER 'NAILING SCHEDULE')WALL INSULATION or - CONTINUOUS 2x4 w/ (4) 16d NAILS a TOP EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, (R -VALUE PER ENERGY CALCS) SECURE GABLE TO DBL TOP PLATE w/ SIMPSON ---DRYWALL OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGAlO 24' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN) (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or '4' T4G 5UBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON SHEATHING MUST NOT BREAK WITHIN METHOD PER 'NAILING SCHEDULE') M5TA24 Q 32' O.C. MAX 1'-4' MIN. FROM 2nd FLOOR LIN- FRAME WALL- SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL 3 413 CONTINUOUS 2x6 w/ (6) 16d NAILS a SCALE: 3/4'=l, -m' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 FLOOR TRUSS IS A NAILER FOR WALL SHEATHING)RE-ENGINEERED 7B WA2 NOTE: BATT OR BLOWN -IN INSULATION HINGLES OR TILE (PER BLDR) 8' GYPSUM BOARD OR 2' HIGH (R -VALUE PER ENERGY CALGS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS PRE-ENGINEERED ROOF TRUS OVER #30 FELT PAPER APPROVED PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION 8905 OF GONG. FILLED U -BLOCK w/(PER PLAN) DIAMETER OF AT LEAST 1 a INCHES (32 MM) DOUBLE TOP PLAT / THE FBCR, 6TH EDITION (2011) (U 15 CONTINUOUS REBAR CAST I RE L NTEL AND NOT GREATER THAN 2 INCHES (51 MM). WINDOW (PER PLAN), (SIZE AND REINFORCEMENT IF THE HANDRAIL IS NOT CIRCULAR, SHALL HAVE A PERIMETER DIMENSION IT OF METAL DRIP EDG OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BAN SCHEDULE') SPECIFICATION _ U/4. MAX GREATER THAN 6 a INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT IO' MIN. OF 2 4 INCHES (51 MM). EDGES SHALL HAVE $" TEXTURED CEMENTITIOUS COATING MIN. '�" sGYPSUM BOARD OR s HIGH ALL INSULATION A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER A5TM G926) OVER PAPERBACK STRENGTH CEILING BOARD PRECAST OR POURED IN (R -VALUE PER ENERGY CALLS) - EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (USP 5PT24) @ EACH 2X8 STUD PLACE SILL (PER BLDR I, , 2 -LAYER WATER RESISTANT BARRIER, OVER , 000# UPLIFT CONNECTOR GYPSUM WALL BOARD m WALL SHEATHING (TYPE AND ATTACHMENT " TEXTURED CEMENTLTIOUSMETHOD 1) #5 REBAR VERTICALLY IN - PER 'NAILING SCHEDULE' COATING MIN. (PER ASTM CONC. POURED CELL -FULL WALL C92(o) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE 2x8 SYP 12 WOOD STUDS 12' O.C. MAX 4' P.T. FURRING STRIPS 16' O.C. BETWEEN THE y'DIAMETER ANCHOR BOLT S CM HANDRAIL AND THE 12'O.C. MAX w/ 1 EMBEDMENT WALL SHALL BE 1 y' w/ 2' DIAMETER WASHER 2' GYPSUM WALL BOARD —WOOD BASE 1Y' 2x8 SYP #2 WOOD STUDS 12' O.C. MAX 5PT22) 42' KNEEWALL SIMPPS 2x8 STUD E D a da 7B 1) COURSE TIE -BEAM POURED SOLID w/ a \_L_cONGRETE SLAB WA2 CONCRETE w/ (1) 15 REBAR HORIZONTALLY Q (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL RECAST LINTEL a . a. a D REINFORCEMENT) ZTERIOR 34' MIN. TO 38' MAX A.F.F. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT WALL FOOTING o ATTACHMENT PER MFR PER PLAN) (SEE FOUNDATION PLAN FOR SIZE- z SPECIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) o a 1 Two STORY SCALE: 3/4'=l'-m'4A STAIR HANDRAIL w TWO STORY SCALE: 3/4'4-0' z ,� ; PRECAST OR POURED IN Lu o LU PLACE SILL (PER BLDR 16d NAILS @ 8 O.C. MAX $' TEXTURED CEMENTITIOUS COATING MIN. (PER Z � z ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM ALL INSULATION 2x4 BLOCKING a EACH BRACE. TOENAIL ASTM G926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4)16d NAILS a TOP o ,L � n C926) OVER GM (R -VALUE PER ENERGY CALCS) INTO TRUSS w! (4)16d NAILS a EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS a z �� Z GYPSUM WALL BOARD 3� , 4 T G SUBFLOOR (ATTACHMENT - BARRIER, OVER WALL SHEATHING (TYPE AND "NAILING BOTTOM PLATE OF 2nd FLOOR WALL) o 4' P.T. FURRING STRIPS 16' O.C. METHOD PER 'NAILING SCHEDULE' ATTACHMENT METHOD PER SCHEDULE' T* SUBFLOOR (ATTACHMENT Q d 1) #5 CONTINUOUS REBAR a 16' O.C. MAX, IN XTERIOR BEARING STUDS METHOD PER 'NAILING SCHEDULE') o a I CONCRETE POURED CELL ad RING SHANK NAILS a 4' O.C. [SIZE AND SPACING PER NOTE o-- z o o z (VERIFY PER PLAN) MAX INTO BLOCKING #21, UNDER CATEGORY TIMBER z PRE-ENGINEERED FLOOR TRUS ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRUSS m a ----WOOD BASE 21-04 EMBEDDED STRAP ONTINUOUS 2x6 w/ (6) 16d NAILS a w `° coo I (MIN. IN SLAB) REBAR 48' LONG w/ 6' HOOK 2x4 BRACE Q 40' O.C. w/ (5) 12d NAILS 7B (or EQUIVALENT) 7BA BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 6 24' D.C. (MIN. 24' IN SLAB) � EACH EN '' WA (PER PLAN) WA2 15 A NAILER FOR WALL SHEATHING) . aQ e a Q a 'GYPSUM BOARD OR z' HIGH 4' CONCRETE REINFORCED w/ FIBERMESH AT STRENGTH CEILING BOAR :: �� s TEXTURED GEMENTITIOUS •• c° ? a a a d A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL GONG. FILLED U -BLOCK w/ �- COATING MIN. (PER ASTM C926) OVER CMU :':: i , a GYPSUM BOARD OR g HIGH – – o' o p POLY ETHYLENE VAPOR BARRIER ON WELL (1) #5 CONTINUOUS REBAR STRENGTH CEILING BOARD COMPACTED CLEAN TERMITE TREATED FILL - NOTE: 6' 6' 6'k 3) #5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT ONG. FILLED U -BLOCK w!_ > - O p 21 FLOOR TRUSS CONNECTION BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR (U #5 CONTINUOUS REBAR � 2 FLOOR LINE OPEN TO ABOVE WALL SECTION SCALE: 3/4'4-0' PARALLEL TO BLOCK TO BLOCK 2 TWO STORY SCALE: 3/4'=1'-0' (-A R C H I T E C TS FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS SCALE: 1/4"=1'-0" SHEET D4 1 EXTERIOR STUD WALL OUTSIDE CORNER SCALE: N.T.S. 1/16' O.S.B. SHEATHING OR M5TCM40 1/2' CDX PLYWOOD ( INSTALLED ON TOP OF WALL SHEATHING 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1/16' 0.5S. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING t 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER PLAN VIEW 2x4 WALL - ELEVATION VIEW A SCALE: KTA T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE-ENGINEERED FLOOR TRUSS IDS n CONC. FILLED LINTEL BLOCK W/ (1) 15 al CONTINUOUS REBAR 2X6 BOTTOM PLATE ii NTT -4 SECURED TO STUD W/ (20) 10d r X 1 J' NAILS - Ir 2X6 EXTERIOR WALL STUDS 0 TF 5/8' A.T.R. IN HIGH STRENGTH EPDXY a . (MIN. i' EMBED) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD C PLAN VIEW - 2x6 WALL DBL. STUD REQUIRED W/ 2x4 WALL 2X EXTERIOR WALL STUDS 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS O � � I 1 2X EXTERIOR WALL STUDS SECOND FIN. FLR NTT -4 SECURED TO STUD O I PRE-ENGINEERED FLOOR TRUSS Wl (20)10d X 1 J' NAILS ; I 5/8' A.T.R. IN HIGH STRENGTH EPDXY SECOND FIN. FLP, (MIN. l' EMBED) TOP of II MASONRY WALL o hl PRE-ENGINEERED FLOG IILu TRUSS (GIRDER DRAWN) ,I CONC. FILLED LINTEL BLOCK W/ (U5 II TOP OF WALLCONTINUOUS REBAR SOLID BLOCKING REQUIRED UNDERNEATH STUD 1/16' O.S.B. SHEATHING OR PRE-ENGINEERED FLOOR TRUSS 1/2' CDX PLYWOOD (GIRDER DRAWN) A.T.R. HTT-4 SECURED TO $TUD W1(20) ELEVATION VIEW BEARING POST/ BEARING STUD 10d X 1' NAILS C SCALE: N.tS. (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED) ca3 EXTERIOR STUD WALL — CORNER TO POST = u W EXTERIOR STUD WALL —PERPENDICULAR TO BLOCK SCALE: N.T.S. a ' a , . 4 SCALE: FOUNDATION (PER PLAN) AR C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 M5TCM40 1/16' O.S.B. SHEATHING OR ;. 2X EXTERIOR WALL STUDS ( INSTALLED ON TOP OF 1/2' CDX PLYWOOD T 4 G SUBFLOOR GLUED AND WALL SHEATHING 1/16' O.S.B. SHEATHING OR NAILED AS PER NAILING SCHEDULE 1/2' CDX PLYWOOD EXTERIOR WALL � XVH2x4 PRE-ENGINEERED FLOOR TRUSS � STUDS.. CONNECT TOP OF STRAP 0 2x4 BOTTOM PLATE TO SOLID STUD W/ (1(o)16d • • SINKER NAILS PLAN VIEW - 2x4 WALL- - .. SECOND FIN. FLRDBL. STUD ri CONC. FILLED LINTEL BLOCK W/ (1)5 PRE-ENGINEERED FLOOR `'. :: : ii- CONTINUOUS REBAR M5TCM40 TRUSSbz ° (INSTALLED ON TOP OF x/16' O.SB. SHEATHING OR .. Q 2x4 BOTTOM PLATE ii NTT -4 SECURE_ D TO STUD W/ (20)10d WALL SHEATHING 1/2' CDX PLYWOOD MSTCM40 Z� al. X 1 J' NAILS Z0 II II 2X6EXTERIOR WALL , ' TOP OF au. ,4 STUDS MASONRY WALL 2x4 EXTERIOR WALL STUDS 5/6' A.T.R. IN HIGH STRENGTH EPDXY _ ' (MIN. 71' EMBED) 2X6 BOTTOM PLATE .. CONNECT BOTTOM OF n a PLAN VIEW — 2x6 WALL STRAP To CMU BLOCK WALL o; 1116' o.SB. SHEATHING OR 1/2' CDX W/ (12) J' TAPCONS PLYWOOD C �II'll'll'I 1 EXTERIOR STUD WALL OUTSIDE CORNER SCALE: N.T.S. 1/16' O.S.B. SHEATHING OR M5TCM40 1/2' CDX PLYWOOD ( INSTALLED ON TOP OF WALL SHEATHING 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1/16' 0.5S. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING t 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER PLAN VIEW 2x4 WALL - ELEVATION VIEW A SCALE: KTA T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE PRE-ENGINEERED FLOOR TRUSS IDS n CONC. FILLED LINTEL BLOCK W/ (1) 15 al CONTINUOUS REBAR 2X6 BOTTOM PLATE ii NTT -4 SECURED TO STUD W/ (20) 10d r X 1 J' NAILS - Ir 2X6 EXTERIOR WALL STUDS 0 TF 5/8' A.T.R. IN HIGH STRENGTH EPDXY a . (MIN. i' EMBED) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD C PLAN VIEW - 2x6 WALL DBL. STUD REQUIRED W/ 2x4 WALL 2X EXTERIOR WALL STUDS 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD HTT-4 SECURED TO STUD W/ (20)10d X 1 J' NAILS O � � I 1 2X EXTERIOR WALL STUDS SECOND FIN. FLR NTT -4 SECURED TO STUD O I PRE-ENGINEERED FLOOR TRUSS Wl (20)10d X 1 J' NAILS ; I 5/8' A.T.R. IN HIGH STRENGTH EPDXY SECOND FIN. FLP, (MIN. l' EMBED) TOP of II MASONRY WALL o hl PRE-ENGINEERED FLOG IILu TRUSS (GIRDER DRAWN) ,I CONC. FILLED LINTEL BLOCK W/ (U5 II TOP OF WALLCONTINUOUS REBAR SOLID BLOCKING REQUIRED UNDERNEATH STUD 1/16' O.S.B. SHEATHING OR PRE-ENGINEERED FLOOR TRUSS 1/2' CDX PLYWOOD (GIRDER DRAWN) A.T.R. HTT-4 SECURED TO $TUD W1(20) ELEVATION VIEW BEARING POST/ BEARING STUD 10d X 1' NAILS C SCALE: N.tS. (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. i' EMBED) ca3 EXTERIOR STUD WALL — CORNER TO POST = u W EXTERIOR STUD WALL —PERPENDICULAR TO BLOCK SCALE: N.T.S. a ' a , . 4 SCALE: FOUNDATION (PER PLAN) AR C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS RO ND A. OU HACRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4„=1'- 0" SHEET D 5 �II'll'll'I 14000000000� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS RO ND A. OU HACRA AR NO 93723 DATE: 6/12/18 SCALE: 1/4„=1'- 0" SHEET D 5 NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE EXTERIOR BEARING STUDS PRE-ENGINEERED ROOF TRU5 [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] CONTINUOUS 2x4 w/ l4)16d NAILS TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL SIMP50N MT512 or USP MTW12 TO LEDGER 6 24' O.C. RE -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER SECURED t0 TRUSS w/ %' x 5' LAG SCREWS a 24' O.C. MAX MBEDDED STRAP CONTINUOUS 2x6 w/ (6)16d NAILS 10 (PER PLAN) BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RECAST LINTEL 15 A NAILER FOR WALL SHEATHING (SIZE AND REINFORCEMENT PA PER PLAN) LEDGER CONNECTION AT FLOOR TRUSS 1 RPENDICULAR SCALE:3/4'-1'-0' NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS SIMPSON MT512 or USP MTW12 TO LEDGER 6 24' O.C.- DOUBLE .C. DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %' x 5' LAG SCREWS @ 32' O.C. MAX EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE *21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRUSS HA 'I II II - HEADER (SIZE PER PLAN) DOOR / WINDOW OPENINCs --) 0 ECURE EACH KING STUD TO TOP PLATE w/ PIRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE RIPPLE STUDS 6 16' O.C. MAX KING 5tUp5 (SEE 'MINIMUM WALL AND HEADER STUD HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN)FOR DETAILS AND SPECIFICATIONS) :.. ECURE- JACK STUDS TO HEADER w/ SIMP50N or USP LSTA12(TYPE 5IMP50N 5P4 or USP SPT4 -ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) OUBLE TOP PLATE SIMPSON or USP M5TA24 a EACH JACK STUD 2x8 SYP *2 WOOD STUDS g 12' O.C. MAX. WALL SHEATHING t0 BE WITHIN Y' OF WINDOW/DOOR OPENING. WALL SHEATHING AND ATTACHMENT METHOD PER (FOR 2x6 WALL USE 51MP50N 5P6 or USP 5PT(o) ROOF SHEATHING (TYPE AND RE -ENGINEERED TRUSSES w/ TRUSS TO BOTTOM PLATE w/ SIMPSON SP4 CONNECTOR (VERIFY w/ TRUSS PLAN) 'NAILING SCHEDULE') O OUBLE TOP PLATE 'NAILING SCHEDULE' RIPPLE STUDS @ 16' O.C. MAX 2x BLOCKING UNDER WALL SHEATHING MUST NOT BREAK AT ING STUDS STUDS, SECURED BETWEEN JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT CONT. 2x4 W/ (4)16D NAILS g TOP OF REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES EACH EN FOR DETAILS AND SPECIFICATIONS) 2) JACK STUDS 4 (2) KING STUDS 6 EACH SET IN SIMPSON HIGH STRENGTH 2x STUDS SPACING PER PLA or ECURE JACK STUDS TO HEADER CONVENTIONALLY -FRAMED SIDE OF OPENING w/ SIMPSON or USP LSTA12 RAFTER MT512 6 EVERY STU (EACH 51DE OF OPENING) OPENING FOR DETAILS AND SPECIFICATIONS) 2x BOTTOM PLAT OF 2ND FLOOR) JACK STUDS —EXTERIOR BEARING STUDS EXTERIOR WINDOW DOOR OPENING IN 4 FRAME WALL DORMER ATTACHMENT SIZE AND SPACING of STUDS PER PLAN (SEE 'MINIMUM WALL AND HEADER STUD TWO STORY SCALE: 3/4'=1'-0' WITHIN 6' FROM EACH END NO MORE ECURE EACH KING STUD TO TOP PLATE w/ PLYWOOD OVER PRE-ENGINEERED SIMPSON SP8 or USP 5PT8 REQUIREMENTS' CHART ON FRAMING PLAN SIMP50N SP4 or USP SPT4 6 TOP 4 BOTTOM (FOR 2x6 WALL USE SIMPSON SP6 or USP 5PT6) FOR DETAILS AND SPECIFICATIONS) GENERAL NOTES SHEET GN)] XTERIOR BEARING STUDS JACK STUD ASSEMBLY TO BE [SIZE AND SPACING PER NOTE 021, Q SECURED ONE PLY At A TIME. USE 12d - VARY NAILS, (2) WITHIN 6' FROM EACH END # UNDER CATEGORY TIMBER ON �'II"I"II NO MORE THAN 12' O.C. STAGGERED GENERAL NOTES SHEET GN)] SECOND FIN. FLP, >< ::. --EMBEDDED STRAP (PER PLAN) RECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) LEDGER CONNECTION AT FLOOR -TRUSS 2 PARALLEL SCALE: 3/4'21'-0' PIRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE RIPPLE STUDS 6 16' O.C. MAX KING 5tUp5 (SEE 'MINIMUM WALL AND HEADER STUD HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN)FOR DETAILS AND SPECIFICATIONS) :.. ECURE- JACK STUDS TO HEADER w/ SIMP50N or USP LSTA12(TYPE HEADER • • (SIRE FER PLAN) .... -ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) OUBLE TOP PLATE SIMPSON or USP M5TA24 a EACH JACK STUD 2x8 SYP *2 WOOD STUDS g 12' O.C. MAX. WALL SHEATHING t0 BE WITHIN Y' OF WINDOW/DOOR OPENING. WALL SHEATHING AND ATTACHMENT METHOD PER ECURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER 'NAILING SCHEDULE') O or USP SPT4 'NAILING SCHEDULE' 2x BLOCKING UNDER WALL SHEATHING MUST NOT BREAK AT STUDS, SECURED BETWEEN JACK STUDS ECURE BOTTOM PLATE TO SLAB w/ TRUSS BAYS w/ (3)12d NAILS g CONT. 2x4 W/ (4)16D NAILS g TOP OF O Y' x 9' ANCHOR BOLI w/ 2' WASHER EACH EN 2) JACK STUDS 4 (2) KING STUDS 6 EACH SET IN SIMPSON HIGH STRENGTH 2x STUDS SPACING PER PLA EPDXY (OR EQUIVALENT) 6' SIDE OF OPENING EMBEDMENT MIN. ,@ 32' O.C. MAX MT512 6 EVERY STU OPENING FOR DETAILS AND SPECIFICATIONS) 2x BOTTOM PLAT OF 2ND FLOOR) —EXTERIOR BEARING STUDS EXTERIOR WINDOW DOOR OPENING IN 4 FRAME WALL DORMER ATTACHMENT SIZE AND SPACING of STUDS PER PLAN SCALE: 3/4'-1'-0' TWO STORY SCALE: 3/4'=1'-0' WITHIN 6' FROM EACH END NO MORE ECURE EACH KING STUD TO TOP PLATE w/ PLYWOOD OVER PRE-ENGINEERED SIMPSON SP8 or USP 5PT8 SIMP50N SP4 or USP SPT4 6 TOP 4 BOTTOM (FOR 2x6 WALL USE SIMPSON SP6 or USP 5PT6) ::. --EMBEDDED STRAP (PER PLAN) RECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) LEDGER CONNECTION AT FLOOR -TRUSS 2 PARALLEL SCALE: 3/4'21'-0' PIRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE RIPPLE STUDS 6 16' O.C. MAX KING 5tUp5 (SEE 'MINIMUM WALL AND HEADER STUD HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN)FOR DETAILS AND SPECIFICATIONS) :.. ECURE- JACK STUDS TO HEADER w/ SIMP50N or USP LSTA12(TYPE HEADER • • (SIRE FER PLAN) .... -ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) OUBLE TOP PLATE SIMPSON or USP M5TA24 a EACH JACK STUD 2x8 SYP *2 WOOD STUDS g 12' O.C. MAX. WALL SHEATHING t0 BE WITHIN Y' OF WINDOW/DOOR OPENING. WALL SHEATHING AND ATTACHMENT METHOD PER NOTE: 1116' O.S.B. SHEATHING OR 1/2' CDX (EACH SIDE OF OPENING) OPENIING 48' 'NAILING SCHEDULE') PLYWOOD CONTINUOUS t0 BLOCK SHEATHING MUST NOT BREAK AT JACK STUDS JOINT OF WALL AND INTERSECTING CONT. 2x4 W/ (4)16D NAILS g TOP OF (SEE MINIMUM WALL AND HEADER STUD C ' 2) JACK STUDS 4 (2) KING STUDS 6 EACH ROOF DECKING. FLOOR TW55 DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY t0 BE SECURED OF 2ND FLOOR) —EXTERIOR BEARING STUDS ONE PLY AT A TIME. USE 12d NAILS, (2) 2X EXTERIOR STUDS 7/16' 0.58. SHEATHING OR 1/2' CDX [SIZE AND SPACING PER NOTE "21 WITHIN 6' FROM EACH END NO MORE PLYWOOD OVER PRE-ENGINEERED UNDER CATEGORY TIMBER ON THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] NOTE: ROOF JACK STUD ASSEMBLY TO BE CONDITIONS MAY Q SECURED ONE PLY At A TIME. USE 12d - VARY NAILS, (2) WITHIN 6' FROM EACH END # �'II"I"II NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLP, >< INDOW SILL w/ CRIPPLE STUDS g 16' O.C. �000000000� ECURE EACH JACK d KING STUD TO BOTTOM PLATE w/ SIMP60N SP4 2' DIAMETER ANCHOR BOLT 9 12' O.C. or U5P SPT4 MAX w/ l' EMBEDMENT w/ 2' DIAMETER WASHER TOP OF WALL o HEATHING TO LAP t0 TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK V-4' MIN. ItSECURED IMPSON or USP M5TAM24 6 EACH JACK w/ (3)Y' x 1 %' TAPCON5 TO ;.�Z •�' PRE-ENGINEERED CONT. 2x6 w/ (6)16d NAILS FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER 4 2' APART ..FLOOR TRUSSES BOTTOM OF FLOOR TRUSS : 2x8 BOTTOM PLATE (BOTTOM 2X6 IS FOR WALL BEARING CONDITION SHEATHING NAILER) _ (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2—STORY WALL PARALLEL SCALE: 3/4'=P-0' Two STORY SCALE: 3/4'4-0' 7 r W STORY SCALE: 3/4'=1'-0' AT 7R7C7 H I T ECTTS Des'gn G rou�s��. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �'II"I"II �000000000� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: SECTIONS/ DETAILS AR NO 93723 J DATE: 6 /12 /18 SCALE: 1/4$$=1'-0" SHEET A R C H IT E C T S /_ iieQgn rn: •rvi - i Iwvvro FAX:407-774-4078 www.a bd esigngrou p.com AA M 0003325 r Ryan Homes -Openings � Vendor: 84 Lumber Vendor Number: 00619 Windows - Sli!ding Glass Doors - DOUBLE PANE LOW E FL# Part # Unit Size Description Masonry Opening Frame Opening FL# Part # Unit Size Description Masonry Opening Frame Opening Sliding GlassDoors Vinyl FL# Windows 14634 L0432426 EAT 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 1431/2" X 951/2" -TO 190142" 16100 L0369270 EA 26 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741j2" X 95" 14634 L0434206 »...,. 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A R C H IT E C T S /_ iieQgn rn: •rvi - i Iwvvro FAX:407-774-4078 www.a bd esigngrou p.com AA M 0003325 r � �000000000� SUBDIV. & LOT: KEN RESS INGTO N ERVE (LOT#55) MODEL: ESTERO BAY (VERVERSION #02) ) PROJECT#: 02997, 000/055R1 PAGE: WINDOW SCHEDULE P%n iw J DATE: 6 /12 /18 SCALE: 1/4"=19—Opp SHEET D7 $' THICK, 3 COAT CEMENT NOTE: NOTE: PREFORMED PLASTER 51DE LAPS OF METAL PLASTER 5A5E5 CONTROL JOINT SHALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL BE LAPPED A WR5 LAYER #2, FORTIF15ER BUILDING MEMBERS. THEY SHALL BE TIED BETWEEN MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.04 -15 -IN. (121 -MM) WIRE 6' 6 HORIZONTAL LAPS. TO LATH 6 9' O.C. MAX (VERT.). APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9" - NOTE: DO NOT FASTEN CONTROL JOINT TO e-1' (VERT.) O.C. MAX AT 5UPPORT5 (229 -MM). A5 PER A5TM C1063 1.5.1, WALL EVEN IF STUD EX15T5 BEYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ %8' LEG MAY BE USED TO TEMP. WR5 LAVER 01, 5TUCCOWRAP FOR REPAIR OF TEARS IN WR5 LAYERS, LAP TO BE 1' COR APPROVED EQUAL) I' MIN. LAP ®METAL LATH SECURE CONTROL JOINT DURING INSTALLATION TEARS MAY BE PATCHED PEEL 4 STICK /I TEMPORARY STAPLES TO BE REMOVED AFTER ..�; ,Y;�. ..,. __.;f s: x x x x !'THICK, 3 COAT CEMENT INSTALLATION ..�: � 3 a ��:: PLASTER WOOD SHEATHING METAL LATH METAL LATH TO il. FASTENERS TO BE SPACED TAPE WR5 LAYER GAP MIN 6' PROTECTED FLASH TAPE # WR5 LAYER #2, FORTIF15ER 6' TO S' TO 8' � i" O.C. MAX VERTICALLY "'I"` MIK1, STUCCOWRAP BUILDING PAPER (OR BEHIND CONTROL JOINT # MIN PAPER LAP BELOW ONLY (OR APPROVED WR5 #1TAPEDTO APPROVED EQUAL) LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WR5 EQUAL) DIRECTLY CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. (o' TO S' FROM CONTROL #2 OVER TOP. WR5 TO SHEATHING TAPE WR5 LAYER 111, TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS 5TUCCOWRAP (OR LL � #2 TO 5E LAPPED WRB LAYER #2 ate,.,;. 's+a rry.xdm 5a'iSC9`�L'f �.n'' b..,.�;i2?..,-:�x,.3 Vis.Lmwl APPROVED EQUAL) ON STRUCTURAL STUD WOOD STUDS VERTICALLY 6' MIN. NOTE: f FORTIF15ER BUILDING DIRECTLY TO SHEATHING I' MIN LATH STUCCO OVER PAPER (OR LAP, 4' OVER ALL LAP 1. FASTENERS FOR LATH TO BE NAILS OR z METAL LATH. METAL APPROVED EQUAL) STAPLES IN COMPLIANCE W/ A5TM 01063 SHEATHING :F Q LATH TO HAVE 1' VERTICAL LATH at VERTICAL LAP MIN. 2. WIRE TIES TO BE (NO. 15) 0.0415 WIRE p: &PAPER DETAIL WOOD SHEATHING 1 TYPE M CONTROL JOINT 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL 5TUD5 REQUIRED PER PLAN NOTE: APPLY SEALANT AT 'M' CONTROL HORIZONTAL LATH PAPER LAP JOINT END To END CONDITIONS & PAPER DETAIL 2:riTs. CUT TWO PIECES OF FORM FLASH 1 USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. (o' 'LONGER THAN. THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE 5PRAY. ADHE5IVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 055 AROUND PENETRATION 1' OR LE55 PIPE PENETRATION WOOD SHEATHING STARTING WITH THE 50TTOM WATER RE515TIVE BARRIER ti - HALF OF THE PIPE, REMOVE f_... THE RELEASE LINER AND FOLDLAP SIDING (PER BUILDER) .. ~ TAKE SECOND PIECE OF FORM THE FORM FLASH 1 IN HALF �.: ti. (LENGTH WI5E WITH ADHESIVE FLASH 1 AND APPLY IT TO THE MINIMUM LAP (PER MANUR SPECS ;.. LEGEND L TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP SCREED INA AN ALIGNE PROTECTO FORM FLASH 1 SAME MANNER, MAKING SURE DRAINAGE PLANE WITH THE CANTER OF THE PIPE. ADHERE STEP 1 STEP 2 STARTER STRIP (PER MANU1=. SPECS) wY. �(WRB LAYER #1, THE OVERLAP AREAS ARE 5TUCCOWRAP OR FORM FLASH 1 TO THE BOTTOM HALF OF PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE " APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING . (PER MANUF. SPECS) TAPE WR5 LAYER #1WR5 LAYER #2 , 5'X7' CONTINUOUS GALV. METAL - (FORTIF15ER PER F5C 81031.1 5TUCCOWRAP (OR APPROVED STEP FLASHING (NAIL TO ROOF � BUILDING PAPER OR DIRECTLY TO SHEATHING76 DECK, NOT WALL SHEATHING) 7 APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING WR5 LAYER #2, FORTIF15ER 0 0 EXTERIOR USE OF PORTLAND CEMENT PLASTERBUILDING PAPER (OR CAP SHINGLE DO NOT NAIL METAL LATH X X- Xx SHALL COMPLY WITH THE APPLICATION :X APPROVED EQUAL) a _0 REQUIREMENTS OF ASTM C 926-12A. ADHERED SHINGLES TRIMMED STUCCO .:... ' .:. . 4: METAL LATH TO COVER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND X . PROTECTO FORM FLASH 1 WOOD SHEATHING FRAMING SHALL COMPLY WITH ASTM C 1063-12A x :. CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY 5ELF-ADHE51VE X. TO SHEATHING FLASHING INSTALL FASTENERS : LOCTITE SPRAY ADHESIVE NOTE: (CLIPS, STRAPS, STAPLES) i DIRECTLY TO 055 AROUND A5 REQUIRED TO SECURE ;_X.: METAL LATH: LATH TO BE PER ,. PENETRATION SIDING PIPE/ WIRE TO FRAMING ..i STUCCO FSC 8103.1.1 / A5TM C-541-091 ELA5TOMERIC COATING MIN, 2.5 L55. PER 5Q. YARD _ - (UTILITY OR NOMINAL LATH DOES PIPE PENETRATION DETAIL : � . (OR APPROVED EQUAL) _ 3 OVER STUCCO/ C.V. FIN15H „ NOT MEET SPECIFICATIONS) (SEE TYP WALL SECTION) L FLASHING SECTION 4E: Krs. - WR5: WATER RESISTIVE BARRIER A R C H I T E C T S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 — -- —i SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL.: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI PAGE: WALL ASSEMBLY DETAILS SCALE: 1/4»=1'-0" SHEET WAI qb �IIIIIIIIII �ov000mvvo� SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL.: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI PAGE: WALL ASSEMBLY DETAILS SCALE: 1/4»=1'-0" SHEET WAI TEXTURED CEMENTITIOU5 WRB LAYER 01, 5TUCCOWRAP (OR APPROVED COATING X: EQUAL) �: �- WRB LAYER #2, FORTIF15ER BUILDING :k: WOOD SHEATHING 8" THICK, 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS RED OF WRB LAYER #1, 5TUCCOWRAP (OR APPROVED SEALANT. CEMENT PLASTER PREMANUR DRYER VENT CAP - - EQUAL) TAPED DIRECTLY To SHEATHING ONE -DEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX.:k APPLY SEALANT AT PERIMETER of OVERLAPS KICKOUT 1 Y2' ABOVE SHINGLES "i` NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT 6 ALL SIDES DIVERTER 1' MIN. x SELF -ADHERING FLASHING "' S1DE5, Y' SEALANTJOINT5 ALL AROUND THICK, 3 COAT CEMENT PLASTER L�R�RVENT BLOCKSTEP FLASHING METAL LATH DRYFLEKT KICKOUT DIVERTER WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) gid° BUILDING PAPER DRYER VENT FRAME) OVER 'QUICK FLA5H' FELT UNDERLAYMENT PIPE THROUGH WALL PER FRC 8103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3' FASCIA WRAP' BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2" BELOW UNDER QUICK FLASH " COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY ASTM 0.926-12A. FASTEN 4' O.C. MAX, &LENT PENETRATION : Kra. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHINGWRR LAYER #z, FORTIF15ER LEGEND WOOD WRR LAYER #1, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOWRAP (08 APPROVED EQUAL) (WRB LAYER 1, 5TUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL 5 sca�E rrTs. SHEATHING WRB LAYER *2, WOOD .. --�/8' TEXTURED FIN15H WOOD WRB LAYER 02 INTER5ECTION5 FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER BUILDING PAPER (OR 8 CMU— ,\MEMBER a T O.C. MAX OR APPROVED EQUAL) APPROVED EQUAL) .: 5 AREA TO RECEIVE 1 COAT OF SHER-CRETE �, ®- /s' TO /$' MID -WALL METAL LATH X X- X - X a THICK, 3 COAT CEMENT WEEP SCREED FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMED PLASTER STUCCO - d SCRATCH COAT PRIOR TO ELEC. METER _ 6 WIDE STRIP SELF INSTALLATION - WALL s., - WOOD SHEATHING /a TO 1/8 MID -WALL �-. ADHERING FLA51-ZING, CLEAN WEEP SCREED MA50NRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/WA1) 6' SELF -ADHERING FLASHING TEXTURED FIN15H ,@ MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: FRAME TO �FRAMEFRAME TO BLOCK METAL LATH: LATH To BE PER FBC R103.1L1 / ASTM • ELEC. METER FIELD VERIFY '7A SGALE: N.TS. 713scA.E: n,TA c-81-09, MIN. 2.5 LRS. PER SQ. YARD (UTILITY OR LOCATION NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION—/// CUT ENOUGH PROTECTO FORM NOTE ATTACH PERSEALANT ON TOPSIDES ONLY FLASH 1PEC 5 TO COVER BOX � • MANUF 5P E CIFI CATIONSPASTEACH51DE STARTING AT THE MO FTHE B BoTTO H OX REMOVE VE ," RELEASE LINER AND APPLY :`:`': ` :` PUSH THE PROTECTO FORM CAVITY TO FI -MAKE AN X CUT THROUGH BE LLED -WITHIGT R D PROTECTO FORM FLASH 1 IN A THE PROTECTOTE CT F oR MF AS H 1 FLASH 1 IN TO THE0 PE NIN G AND ADHERE TO THE POLYMERIC; I50CYANATE-PoLYRLEND SINGLE FASHION IN CENTER FOAM (GREAT STUFF' o8SfMILA ) COVER THEB OX. INTERIOR O R OF THE B OX.O OUTLET OPENING C EXTENDING TO NO L O SER WOOD SHEATHING THAN 1' TO CORNER. STEP l STEP 2 STEP 3 WRB LAYER #i, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) \k SIDES OF ELEC. METER ROX PROTECTO FORM FLASH 1 ELASTOMERIC COATING AFTER STUCCO INSTALLATION SELF ADHERING FLASHING COR APPROVED EQUAL) APPLY E -Z BEAD o o OVER STUCCO/ C.V. FIN15H FLA5H OPENING WITH PROTECTO FORM FLASH 1 APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL)10 0. (SEE TYPICAL WALL SELF ADHERING FLASKING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D' SECTION) METHOD AS DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOU5EWRAP FELT -PROVIDE SEALANT • ° ! ELECTRICAL CONDUIT •o•o•o 0o METAL LATH j�:�NETRATION PIPE PENETRATION DETAIL AT ALL JOINTS AND ALE: APPLY 1 COAT of SH - INTER5ECTIONS PPL E8 CRETE FLEXIBLE CONCRETE WRB LAYER *2, FORTIF15ER EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR )LI��TRICAI RECEPTACLEOR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 9?� STEP 6 A R C H I T E C T S —) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT u: 02997.000/055R1 PAGE: WALL ASSEMBLY DETAILS SCALE: 1/4$$=1'-0" SHEET WA2 \0000000001 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT u: 02997.000/055R1 PAGE: WALL ASSEMBLY DETAILS SCALE: 1/4$$=1'-0" SHEET WA2 LEGEND DRAINAGE PLANE WOOL) SHEATHING (WR5 LAYER #1, 5TUCCOWRAP OR APPROVED EQUAL WOOD CONSTRUCTION - UJRB LAVER #2 %' NAT CHANNEL W/ V WRB LAYER #1, 5TUCCOWRAP (FORTIF15ER BUILDING PAPER TYPE "X' DRYWALL (OR APPROVED EQUAL) OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER #2, FORTIF15ER BUILDING METAL LATH X X X X PAPER (OR APPROVED EQUAL) g' THICK, 3 COAT CEMENT STUCCO WOOD SHEATHING UJRB LAYER #1, PLASTER 5TUCCOWRAP (OR SELF-ADHESIVE FLASHING. PP_ ROVED EQUAL) AM�6-UIFUJC-l80 CUSTOM CASING APPROVED BEAD (OR APPROVED EQUAL) $ THICK, 3 COAT CEMENT. PLASTER �`� WRB LAVER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING "� \'i✓} ` PAPER (OR APPROVED EQUAL) VINYL (OR APPROVED UJRB LAYER SELF-ADHEREING FLASHING EQUAL) CASING BEAD 5TUCCOWRAP WRAPPED e CORNER OF CANTILEVER (OR APPROVED EQUAL) MK AMICO AM(o6-WFWC-l80 v AMIGO AM6(o-WFWC-la0 CUSTOM CUSTOM CA51NG BEAD CASING BEAD (OR APPROVED EQUAL) (OR APPROVED EQUAL) (W/OPT. WEEPS 5/S' TYPE 'X' DRYWALL DO NOT CAULK OR W/TEXTURED 4 PAINTED FIN15H SEAL GAP 8" THICK, 3 COAT CEMENT T PLASTER CAUIG BEAD DETAIL C� CANT. VINYL (OR APPROVED 1OA EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD FINISH LAYER (2 LAYER PEEL 4 STICK) (o' PEEL 4 STICK 6 DRIP EDGE TO DECK 1)/2'X I %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK a DRIP EDGE TO DECK - 5U5 FLOOR- _ ®I FULL SHEETS OF PEEL 4 STICK 1 )/2'X1 %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT NOTE: METAL LATH: LATH TO BE PER F5C 8103.1.1 / ASTM C-847-091 MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION F&—WEATHER RE515TIVE BARRIER WEATHER RE515TIVE BARRIER #2 a THICK, 3 COAT CEMENT PLASTER METAL LATIN WOOD SHEATHING HEADER/BEAM { VINYL CORP. (OR APPROVED EQUAL) oo 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11A DRIP EDGE INSTALLATION sC&E. KTS. 3' X 3' 2( GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y' } MIN. SPACE FROM DRIP FACE TO TREX - Y4' GAP FOR BACKS /v4' GAP FOR BACKER ROD 4 SEALANT ROD 4 SEALANT VINYL (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) CA51NG BEAD CA51NG BEAD. WEATHER RE515TIVE BARRIER 11 WATER -1St LAYER =;;coMPONENTs PULLED :; UJEATHER i�E515TIVE BARRIER #2 - (2 -LAYER PEEL A STICK) APART FORcLARITi COMPONENT5 PULLED APART FOR CLARITY PEEL 4 STICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, /v2' MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 y'Xi y' P.T. OR SIMULATED WOOD (TREX) WATER 'ROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y' GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH U..... WOOD SHEATHING w_v_ WEATHER RESISTIVE BARRIER 11 WEATHER RESISTIVE BARRIER 02 8' THICK, 3 COAT CEMENT 4' P051TIVE DRAIN WEEP SCREED PLASTER NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CA51NG BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG BEAD BALCONY DRIP EDGEINSTALLATION 11BE:KTS. NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD - VINYL (OR APPROVED EQUAL) BEAD - VINYL (OR APPROVED EQUAL) CA51NG BEAD - 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING 6 1' O.C. MAX. WRB LAVER #1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH t WR5 LAVER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) *_L41�ER BEAD C FRAME CORNER BEAD (FASTENER � SPACING � �' O.C.) CMU %s' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT @_Ll%lR BEAD C BLOCK COLUMN SHEATHING WEATHER RE515TIVE BARRIER 11 WEATHER RE515TIVE BARRIER #2 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 /V2' X 3' 2( GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, y' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING 1 2'X3' 'L' FLASHING FULLY E�15EDDED IN ROOF CEMENT V' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER - —!THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE 5ARRIER #1 WEATHER RESISTIVE BARRIER #2 4' P051TIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION C COLUMN W/ "L" -FLASHING JSCALE. KTS. A R C H I T E C T S FH: 4U /-/ /4-bU 15 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MO DEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: WALL ASSEMBLY DETAILS SCALE: 1/4"=1'-0" SHEET WA3 �'II'II"II \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MO DEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: WALL ASSEMBLY DETAILS SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WOOD SHEATHING WRB LAYER 01, STUCCOWRAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) 8 THICK, 3 COAT_ CEMENT WRBLAYER 02 FORTIF15ER WRB LAYER #1, 5TUCCOWRAP WRB LATER #2 =0RT1=15ER WOOD SHEATHING PLASTER BUILDING PAPER y4 GAF TYP METAL LTH BUILDING PAPER (OR (OR APPROVED EQUAL) � CASING BEAD APPROVED EQUAL) WOO SHEATHING(OR APPROVED EQUAL) # lx TRIM 1'�E>'�BER STUCCO 70 TRIM D _: WR5 LAVER 1, 5TUCCOWRAP TO 51DING TRAN51TION WRQ LAYER �Z, FORTIF15ER METAL LATA WRB LAYER #1, FORTIFIBER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER 8' THICK, 3 COAT BUILDING PAPER (OR 8' THICK, 3 COAT CEMENT WRB LAYER #2, FORTIF15ER (OR APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER BUILDING PAPER WOOD SHEATHING (o'5ELF-ApHERING METAL LATH VINYL (OR APPROVED EQUAL) : (OR APPROVED EQUAL) FLASHING � L -THICK 3 COAT ANGLED CASING BEAD METAL LATH l EXPLODED 8 g �(EXPLODED DRIP CAP VIEW FOR CEMENT PLASTER � 5ELF-ADHERING FLASHING$ THICK, 3 COAT CLARITY) DRIP CA CLAVIEWRITY) FOP, CEMENT PLASTER � P cL:4RiTY) WINDOW FLANGE WINDOW FLANGE WRB LAYER #1 5TUCCOWRAP WRB LAYER #1, 5TUCCOWRAP ' WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) # (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA51NG BEAD r: WRB LAYER i, 5TUCCOWRAP WRB LAYER #2, FORTIF15ER BUILDING yX: (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING (o' S H METAL LATH PAPER (OR APPROVED EQUAL) ELFAADHERING $' THICK, 3 COAT FLASHING OR PEEL 4 STICK x METAL LATH SIDING TO STUCCO CEMENT PLASTER THICK 3 COATCASING BEAD CEMENT PLASTER 14 scaiE: KTs. craoss-sEctiau 6' SELF -ADHERING . FLASHING (o'5ELF-ADHERING DRIP CAP FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD @ WINDOW CASING BEAD C WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND @j_L�AME, W BANDWRB LAYER #1, 5TUCCOWRAP WOOD SHEATHING (OR APPROVED EQUAL) LEGEND WRB LAYER 12, FORTIF15ER BUILDING WRB LAYER #1, 5TUCCOWRAP WOOD CONSTRUCTION BEYOND PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) DRAINAGE PLANE - WOOD SHEATHING (uJ # _ �, WRB LAYER #2, FORTIFIBER WEATHER RESISTIVE BARRIER1 PB LAYER 1, STUCCOWRAP 8 THICK, 3 COAT BUILDING PAPER WEATHER RE515TIVE BARRIER #2 (o' SELF -ADHERING FLASHING OR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) X 7 Y' LAP SfDING W/6' REVEAL WRB LAVER #2 VINYL (OR APPROVED EQUAL) METAL LATH WEATHER RE515TIVE BARRIER #1 (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD ' (o' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #2 OR APPROVED EQUAL) (EXPLODED 8 THICK, 3 COAT CEMENT STARTER STRIP PER STARTER STRIP PER VINYL (OR APPROVED EQUAL) VIEW Foy PLASTER METAL LATH X - -XXX :r MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATION a a _ CA51NG BEAD CLARITY) INSTRUCTIONS INSTRUCTIONS STUCCO . a DO NOT CAULK OR SEAL OPENING 6' SELF -ADHERING FLASHING WOOD SHEATHING 5ELF-ADHE5IVE FLASHING CASING BEAD RAISED GALV'D METAL 'Z' FLA5HINC GALV'D METAL 'z' FLA5HING AND FRAME DO NOT CAULK OR SEAL OPENING NOTE: 15 SSE: KTs. STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC 8103.1.1 / A5TH C-841-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR a GALV'D METAL 'Z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO C� BLOCK TO FRAME TRANSITION 6 3GALE: rS. STUCCO CA51NG BEAD g' TH I CK, 3 COAT - CEMENT PLASTER 8' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION BEYOND WOOD SHEATHING - (o' SELF -ADHERING FLASHING SEALANT �AS� B TO WINDOW o METAL LATH SEALANT METAL LATH WEATHER RESISTIVE BARRIER 01 WRB LAYER #2, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER #1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) WEATHER RE515TIVE BARRIER #2 (o' MIN. ABOVE TOP OF 'z" FLASHING D RA E WOOD _SHEATHING � : ; :..: ...- . %6' X Y' LAP SIDING W/� REVEAL WRB LAYER #2, # WINDOW FRAME FORTIF15ER WEATHER RESISTIVE BARRIER 1 ` Q BUILDING PAPER 6' SELF -ADHERING FLASHING z WEATHER RE515TIVE BARRIER #2 -- - / - (OR APPROVED EQUAL) GALV'D METAL 'Z" FLA5HING WRB LAYER i STuccoWRA E -Z BEAD VIN (oR STARTER STRIP PER MANUFACTURER'S a P DO NOT CAULK OR SEAL OPENING INSTALLATION INSTRUCTIONS (OR APPROVED EQUAL) APPROVED EQUAL) CA51NG - - WEATHER RE515TIVE BARRIER 01 TO LAP - 6' WIDE PEEL 4 STICK (W/%S' FLEXIBLE PVC BACKER DO NOT SEAL OPENING (o' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE OK ROD INCLUDED) 2X FRAMING MEMBER E BEAD VINYL WRB LAYER 1, 5TUCCOWRAP GALV'D METAL 'z' FLASHfNG(OR APPROVED EQUAL) CASING 2X FRAMING COR APPROVED EQUAL), 6' SELF -ADHERING FLASHING BUILDING WRAP s MEMBER E -Z BEAD VINYL (W//8 FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CASING INCLUDED) MEMBER WEATHER RESISTIVE BARRIER #1 (W/%s' FLEXIBLE PVC BACKER ROD) E -z BEAD VINYL (OR APPROVED QUA) APPLY FU OF (o' SELF ADHERING FLASHING E L LL BED (o' SELF -ADHERING FLASHING CA51NG (W/%a' FLEXIBLE PVC BACKER SEALANT BETWEEN -WOOD SHEATHING �/s' THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #I WEATHER RESISTIVE BARRIER 12 CLARITY WE RESISTIVE BARRIER #2 SIDING TO STUCCO FRAME TO FRAME TRANSITION: EZ BEAD WINDOW CASING 17 R: SCALE: N.TS. A R C H I T E C T S -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 I r1111� �000000000� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055R1 PAGE: WALL ASSEMBLY DETAILS SCALE: 1/4 $$ =1' — 0" SHEET 'WAA. CUT HOU5EWRAP AT 45° ANGLE MODIFIED '['CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WE) STUD WALL TEMPORARILY FOLD -UP SECURE HOU5EWRAP (0 �~1 . P UNDER) at HEA STEP I WINDOW FLASHING INSTALLATION DETAILS ,FULL WRAP 18 �: r►.T,. (FRAME) FOLD HOU5EWRA IN AT JAM55 4 5IL SLOPE SILL R.O. Ti EXTERIOI INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1' BELOW SILL FLEX15LE FLASHING DO NOT SEAL BOTTOM FIN SLOPE SILL _ TO EXTERIOR t J - f WALL FLASHING INSTALLATION _ DETAIL(MASONRY) r►.ts. ALIGN FLEXIBLE- SELF -ADHERING �5HING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL _ ... 6SELF-ADHERING E OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1 MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP IL-11 Par- n INSTALL A SILL DAM OVER THE APPLY 3V NOM. CONTINUOUS BUILDING WRAP AT THE BACK OR BEAD OF SEALANT AT JAMBS THE SILL AND THEN INSTALL THE AND HEAD or APPLE' TO BACK SELF -ADHERING STRETCHABLE OF WINDOW NAILING FLANGE IN FLASHING 4 APPLY SEALANT AT LINE W/ PRE -PUNCHED HOLES ENDS OF SILL DAM n;P Al OTA A R C H IT E C T 3 DesominGrounca 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 (PR07EG?O-WRAP Bt-20XL OR APPROVED EQUAL) I ylAl sh6lillmll , I 0 JL D1 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI NOTE= PAGE: 1. IT 15 THE CONTACTOR5 RE5PON518ILTY;8 TO VERIFY THE COMPATIBILITY OF ALL WALL PRODUCTS INCLUDING HOUSEUIRAP, 8' MIN. TEXTURED s" MIN. TEXTURED 8' MIN. TEXTURED �' MIN. TEXTURED ASSEMBLY SEALANTS 4 SELF -ADHERING FLASHING CEMENTITIOU5 COATING CEMENTITIOU5 COATINGCEMENTITIOUS COATING CEMENTITIOU5 COATING DETAILS MATERIALS USED DURING OVER BLOCK OVER BLOCK OVER FRAME OVER FRAME CONSTRUCTION.1p L_ 2. INSTALL- ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS a") (MIN. THICKNESS 8") (MIN. THICKNESS 8») (MIN. THICKNESS 8") REQUIREMENTS. _ SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING.- SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. - - 11 1 fT1TT1 fT TI f IV TTTIV NA R7TTT NTTTT7 r.. i.. - - - �oomoovoma� (PR07EG?O-WRAP Bt-20XL OR APPROVED EQUAL) I ylAl sh6lillmll , I 0 JL D1 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#55) MODEL: ESTERO BAY (VERSION#02) PROJECT#: 02997.000/055RI NOTE= PAGE: 1. IT 15 THE CONTACTOR5 RE5PON518ILTY;8 TO VERIFY THE COMPATIBILITY OF ALL WALL PRODUCTS INCLUDING HOUSEUIRAP, 8' MIN. TEXTURED s" MIN. TEXTURED 8' MIN. TEXTURED �' MIN. TEXTURED ASSEMBLY SEALANTS 4 SELF -ADHERING FLASHING CEMENTITIOU5 COATING CEMENTITIOU5 COATINGCEMENTITIOUS COATING CEMENTITIOU5 COATING DETAILS MATERIALS USED DURING OVER BLOCK OVER BLOCK OVER FRAME OVER FRAME CONSTRUCTION.1p L_ 2. INSTALL- ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME STUCCO OVER FRAME SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS a") (MIN. THICKNESS 8") (MIN. THICKNESS 8») (MIN. THICKNESS 8") REQUIREMENTS. _ SIDING LOOK SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING.- SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. - - 11 1 fT1TT1 fT TI f IV TTTIV NA R7TTT NTTTT7 r.. i.. - - -