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HomeMy WebLinkAbout3628 Crawley Down Lp 18-2823 (a)B I S CA"'f N E BA"'f VERSION#01 RECoV\r� , "wy FOR: REVIEWED FOR CODE GOV— ,E PLANS EXAMINEm �A — S,4_N'FC�RU QUIt=DING Q1VISl_ON ERhA r' -)ED SHALL L. < 0 BE A icENSE TG Pi GLEED WITS r�; NOT AS AJTH� PflfY TO VIOLATE, CAN -t...: ,'" � E:I t OR SET A.SIDE;',NY oF� -,-HE PROVISIONS (,-.)V THE TECHNICAL �iLtr SHALL ISSLI�nIC E pF A PERMIT PREVENT _THE "" G ()Fr THEREAFTER pF.- JfRI^�U t> CORRE 4+40RS IN PLANS, CONSTRUCTION OR vlv�,+,UNS OF THIS CODE ED 4i<estatt ! eriJied aae Slab, inspeetior! 5 ANF p ftD #1 g- 2923 ryanho es.com STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION SHEET # DESCRIPTION • FLORIDA BUILDING CODE RESIDENTIAL A/C AIR CONDITIONING LUM. LUMINOUS RYAN HOMES - ORLANDO}, {} ADJ. ADJUSTABLE M.C. MEDICINE CABINET (FBCR 6TH EDITION(2017) 4307 VINELAND ROAD, SUITE 102 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 CENTER LINE MTL. METAL 1A FRONT & REAR ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE 2A LEFT & RIGHT ELEVATIONS RYAN HOMES - TAMPA • OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 1409 TECH BLVD., SUITE 202 o CONSTRUCTION TYPE - VB CLR. CLEAR PL PROPERTY LINE 3 FIRST FLOOR PLAN -ELEVATION CONC. CONCRETE P.B. PUSH BUTTON 4 SECOND FLOOR PLAN ELEVATION TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C COND. CONDENSER PH. PHONE • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5 FOUNDATION PLAN - VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD 5A FOUNDATION DETAILS D. DRYER PR. PAIR •RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED 5B DOWEL PLAN • STATE OF FLORIDA D.G. DUAL GLAZED R. RISER •EXPOSURE CATEGORY - EXPOSURE c 5C LINTEL SCHEDULE (LOTTS) PROFESSIONAL ARCHITECT: DIA. DIAMETER RAD. RADIUS o 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5D LINTEL SCHEDULE (CAST CRETE) • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 6A FIRST FLOOR FRAMING PLANS JAMES CANTWELL DP. DEEP REF. REFRIGERATOR AR NO. 120'79 LOCAL AND STATE CODES DR. DOOR RM. ROOM 6A.1 SECOND FLOOR ROOF FRAMING PLAN D.S. DOWNSPOUT R.O. ROUGH OPENING BTL. DETAIL S.D. SMOKE DETECTOR 7A ENTRY FRAMING DETAIL ELEVATION -A A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 81 FIRST FLOOR ELECTRICAL PLAN EA. EACH SHT. SHEET 1441, NORTH RONALD REAGAN BLVD. ELEV. ELEVATION SHTHG. SHEATHING 8.2 SECOND FLOOR ELECTRICAL PLAN LONGWOOD, FLORIDA 32750 BY COMMUNITY EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D1 SECTIONS/DETAILS AYERSWORTH GLEN 150-B F.G./FX. 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 CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB D4 SECTIONS/DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE D5 SECTIONS/DETAILS CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB GA. GAUGE TYP. TYPICAL D6 SECTIONS DETAILS CREEK SIDE 140 -B GAR. DISP. GARBAGE DISPOSAL U.N.O. UNLESS NOTED DRAWING f CONTRACT DOCUMENT CYPRESS PRESERVE 139-C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE D7 WINDOW SCHEDULE INTERRUPTER V.P. VAPOR PROOF HIGHLAND MEADOWS 140-B GL. GLASS W. WASHER REVIEW BY BUILDER GYP. BD. GYPSUM BOARD W/ WITH WA1 WALL ASSEMBLY DETAILS KENSINGTON RESERVE 140-B H.B. HOSE BIB WD. WOOD WA2 WALL ASSEMBLY DETAILS LAKES AT LUCERNE 140-B H.C. HOLLOW CORE WDW. WINDOW HDR. HEADER W/H WATER HEATER WA3 WALL ASSEMBLY DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150-C HGT.ORHT HEIGHT W.I. WROUGHT IRON WA4 WALL ASSEMBLY DETAILS INTERPRETATION OF THE CONTRACT DOCUMENTS. ININSULATION McCORMICK RESERVE 140-B INT. INTERIOR WA5 WALL ASSEMBLY DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140-B 9 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 IST FLR. LIVING 1117 5Q. FT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150-B 2NID FLR. LIVING IB20 5Q, FT, WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140-B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2e,45 5Q, FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED 3-CAfi@ GARAGE 602 13Q. FT. ENfii�l' �S 5Q. Ffi. RFPs IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTfR`i- 122 50FT MANNER. AB DESIGN GROUP TAKES NO 150-C RESPECTIVELY. IN THE CONDITION THAT RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND TOTAL 343-1 5Q. FT, CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150-C, PLEASE 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. ARCHITECTS /Design Group �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I"I'I"II SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: COVER SHEET ARCHffECT: STATE OF FLORIDA JAMES wV9 WELL AVC�_/ DAT 5 f1/18 SC :1/4"-1'-0" GENERAL NOTES 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. REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 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 (PSF) 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 Al. SLEEPING ROOMS 30 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 A2. ATTICS WI STORAGE 20 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH A3. ATTICS WIOUT STORAGE 10 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. A4. POOLROOMS 75 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER A5. BALCONIES 40 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING A6. DECKS 40 5. BRACE FOUNDATION WALLS, RETAIN NG WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. DEPARTMENT FOR APPROVAL AND TO TFE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL A7. STAIRS 40 ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. A8. ALL OTHER ROOMS 40 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. 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 (PSF) 7. PROVIDE 6 -MNL CONTINUOUS POLYETHYLENE VAPOR BARRIER MIE MBRANE UNDER ALL SLABS -ON -GROUND WHERE ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. B.1. ALL AREAS 10 INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 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 *" 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SMALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED C.1. ** MINMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). TO U240. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD (PSF) 18. THE CONNECTIONS FOR ALL TI MBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT D.1. FIBERGLASS SHINGLES 17 POLYMER PAINT. D.2. CONCRETE TILES 25 MASONRY 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 \0■■��0■00� CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, E.I. BASIC WIND SPEED VOLT. = 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/AC 530! ASCE 5. E.2. EXPOSURE CATEGORY C 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)2. 0.85 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 CONCEALED SPACE OF A FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M=). EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm = 1500 PSI. E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS ±0.18 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) 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. FRAME WALL HEIGHT @ 8'-0" F.1. GUARDRAILS AND 200 -FILL COMPONENTS 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 � LESS THAN Y, fNgi AND NOT MORE WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 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. 2X4 STUD SPACING @ 16' O.C. @ 16' O.C. @ 12' O.C. @ 16' O.C. @ 12' O.C. N/A 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 2x6 STUD SPACING @ 16' O.C. @ 16" O.C. @ 16' O.C. @ 16' O.C. @ 16" O.C. @ 16' O.C. ARE FOUND PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 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 CONSERVATIOR 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 BYBULDER"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 Tlf DRAWINGS OR THE REQUIRED CODES. 1. 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 BUILDINGSACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETEACI 31811 , , 318-11. 2.1. CPVC. OR AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER R2906.4 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 112 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. * PIX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10"17 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST 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 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 BE A 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. * CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH 'A' AMAFLEX. 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 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 EDITION201 EDITION( 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 AFLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, WHEREVER POSSIBLE. 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" AF.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: 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). B.I. 05, W31 OR D31 AND SMALLER 2" 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.1. #11 AND SMALLER D. BEAMS & COLUMNS: 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 15. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOFICEILING ASSEMBLIES, D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 154° 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 ED (2017). 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 IFPA 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 %" 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. 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. 318 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 MIN MUM NO. 26 GAGE (0.48 M4 SHEET STEEL, 1 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. ALL STUCCO CONTROL JOINTS KICK OUT DETAILS TIMBER - *L' FLASHING HORIZONTAL LATH AND PAPER DETAILS 4. AS PER FBCR 6TH EDITION (2017( SECTION R302.6 &TABLE R302.6: THE GARAGE STALL BESEPARATED FROM THE RESIDENCE AND ITSATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD PIPE PENETRATION DETAILS VENT PENETRATION DETAILS APPLIED TO THE GARAGE SDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/= -INCH GYPSUM BOARD OR 1. ALL WOODS AND WOAD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: - CASING BEAD DETAILS DRIP EDGE DETAILS EQUIVALENT. - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS B. NATIONAL FOREST PRODUCTS ASSOCIATION: WINDOW FLASHING DETAILS SITE WORK 8.1. 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.I. 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 S CTION 7.11.1.1 OF THE ASTWC-1063 F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOL. 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 13Y 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 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. 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 INACCORDANCE 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 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/ 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. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR 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 / CONTRACTORS 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. COMPACTIONBY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS INTERPRETATION OF TIE 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 518" OSIS EXPOSURE -1 OR 518" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS 10. EXCAVATIONS TO BE A MINIMUM OF 3'- o' 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 WAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD OR 15/32" APA -RATED O.S.B. OR 112 ' 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 A R C H IT E C TS 14Yi PI. Kvilm U rlr-m%xmn DLYV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \0■■��0■00� SUHDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: GENERAL NO'T'ES ARCHfFECT: STATE OF FLORIDA JAMS CCANTWELL N0J2079 D E: 5/21/18 SCALE: 1/4))=1'-O" SHEET -NOF r---� RAISED BAND (TYPa +1 � wlNDow DETAIL 1 SCALE: 3/4'=11_01 ---��RAISED BAND (TYPa +Z I CsARACsi= DR. e DETAIL 2 SCALE: 3/4'=1'-0' 25'-S' BLDG. HT. 18'-8° 2ND. TYP. FLR. 5RG. HT. WJ 12' HEEL 71 11-o5 - TEXTURED CEMENTIOU5 COATING PER ( ASTM CS26 ) 10'-8 in 2ND. FIN. FLR. V-4' BRCG. HT. f m 0'-0' FIN. FLR. 12 6� �� MEN I�I MORMENI Omni 12 SHINGLES 8 IS' -8 J' 2ND. FLR. BRCS. HT. W/ 12' HEEL 11-0" TEXTURED CEMENTIOUS COATING PER (ASTM C926 ) 4' WIDE RAISED BAND (TYP.) 10'-8 in 2ND. OL FIN. FLR. DJ 16-8 J' 2ND. FLR. BRG. PT. W/ 12' HEEL TEXTURED . - CEMENT IOUs COATING u PER ' (ASTM '- C926 ) � 10'-8 2ND. 12 5-} � FIN. FLR. V-4' BRC*. PT. ,L 0'-0' FIN. FLR. FRONT ELEVATION OFF -RIDGE VENT OFF -RIDGE VENT 1� TEXTURED OFF -RIDGE VENT CEMENTIOUS COATING PER (ASTM C926 ) 12 5 REAR ELEVATION a r-12' WIDE RAISED BAND (TYP.) ,, 0'-0" FIN. FLR. 18'-8i" 2ND. FIR. BR'%. HT. W/ 12' HEEL 10'-S in 2ND. FIN. FL R. 9'-4' 5W3. 141. 0-0' FIN. FLR. ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 341SQ. rf NET FREE VENTILATION AREA REQUIRED (1/150) E27 SQ.FT. REQUIRED VENTILATION AREA (2.27 x 144F_327.4 WIN. SOFFIT VENT VENTILATION PER LF 11.74 S4Df./LF REQUIRED LF OF SOFFIT VENTILATION 28 p PROVIDED LF OF SOFFIT VENTILATION W/5' 46 SETBACK (FRONT REAR) LF 2ND FLOOR ATTIC VENT CALLS AREA OF ATTIC 928 SQ FT. REAR ELEVATION a r-12' WIDE RAISED BAND (TYP.) ,, 0'-0" FIN. FLR. 18'-8i" 2ND. FIR. BR'%. HT. W/ 12' HEEL 10'-S in 2ND. FIN. FL R. 9'-4' 5W3. 141. 0-0' FIN. FLR. ENTRY & GARAGE ATTIC VENT CALCS AREA OF ATTIC 341SQ. rf NET FREE VENTILATION AREA REQUIRED (1/150) E27 SQ.FT. REQUIRED VENTILATION AREA (2.27 x 144F_327.4 WIN. SOFFIT VENT VENTILATION PER LF 11.74 S4Df./LF REQUIRED LF OF SOFFIT VENTILATION 28 LF PROVIDED LF OF SOFFIT VENTILATION W/5' 46 SETBACK (FRONT REAR) LF 2ND FLOOR ATTIC VENT CALLS AREA OF ATTIC 928 SQ FT. NET FREE VENTILATION AREA REQUIRED 1 300 909 SQ.F1n REQUIRED VENTILATION AREA (3.09 x 144) 445.4 SOWN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 445.4) 222.7 %IN. OFF RIDGE VENTILATION AREA 115 SQni%P&Ifl' SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED L94 TOTAL # OF VENTS PROVIDED 2 REQUIRED SQLN VENTII.ATION IN TOP i/3 OF ROOF 223 SQ.OQ. REQUIRED LF OF SOFFIT VENTILATION 19 LF PROVIDED LF OF SOFFIT VENTILATION V/5' SETBACK (FRONT REAR) 40 LF 1ST FLOOR ATTIC VENT CALCS AREA OF ATTIC 2160 841T. NET FREE VENTILATION AREA REQUIRED (1/300) 7.20 SQ.FT. REQUIRED VENTILATION AREA 7.20 x 144) f,038.8 A.M. MIN. REQUIRED VENTILATION IN UPPER 518.4 SQ -1N. PORTION OF ATTIC (0.5 x 1,038.8) OFF RIDGE VENTILATION AREA 115 %11L/MT SOFFIT VENT VENTILATION PER LF 11.74 %IN./LF TOTAL # OF VENTS REQUIRED 4.51 TOTAL # OF VENTS PROVIDED 5 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 518 SQ -1N. REQUIRED LF OF SOFFIT VENTILATION 45 LF PROVIDED LF OF SOFFIT VENTILATION if/5' 80 SETBACK (FRONT REAR) IF ARCHITECTS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � �IIIIIIIIII ,°00000000J EXMD=v. & LOT: KENSINGTON RESERVE (LOT 44) MODS BISCAYNE BAY (VERSION#01) 2997.000/04481 ]PAGM FRONT & REAR ELEVATIONS "ELEVATION -A" W/ STUCCO ARCHITECT: STATE OF FLOFADA DAf; 5/21/18 scAtm 1/4"=1'-0" EMMICT tA Or 18'-a 3" 2ND, FLR. BRCS. HT. W1 12' HEEL 10'-8 �" 2ND. FIN. FLR. e'-4" BRG. HT. 1' - 0'-F 0'-0' FIN. FLR, 18'-8 J' 2ND. PLR. 5RCx. HT, W1 12' HEEL 10'-0 3' 2ND, FIN. FLR. _ 9'-4" BRG. HT, 1-01 12" UJID1= RAISED BAND (T -I -R.) 0'-0" FIN. FLR. rl ��12 OFF -RIDGE ��-RIDCsE VENT VENT TEXTURED CE„IENTIOUS CO4T ING PER (ASTM Cel&) 12 1 ro 6 W-8 " 2ND. FLR, EBRG. HT, W1 12" HEEL 7: TEXTURED CEl'1ENTIOUS COATING PER (ASTM C92ro) 11-01 12 10'-a ¢" 2ND. — — — — — — — — FIN. FLR. LEFT ELEVATION TEXTURED CEi'1ENTIOU5 X COATING FE R (,OSTM Cg2G,) m 0'-0" FIN. FLR. 18'-8 2ND, FLR. Nt_ UJ/ 12" HEEL 11_011 TEXTURED (t GEMENT IOUS COATING OFF -RIDGE OFF -RIDGE 12 (4SM VENT VENT �� 'I C92(o !�>� ) � -� 10'-82ND. FIN. FLR. :-J'-4" aRG_ HT. TEXTURED GEMENT I OUS COATING TEXTUREDFER CEMENTIOUS (ASTM GOAT ING " cry CS2 C) cU #=lE R (ASTM GJ2r) — — — — — — — — — — — — —oL 0'-0" FIN, FLR, RIGHT ELEVATION ARCHITECTS -) /DesPinc.n Grou 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 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044RI PAGE: LEFT & RIGHT ELEVATIONS "ELEVATION -A" W/ STUCCO ARCHITECT- STATE RCHITECTSTATE OF FLORIDA "9n JAMS CANTWELL A NO12CO79 DA 5 X1/18 SCALE: 1/4"=1'— O" ��emommsom� SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044RI PAGE: LEFT & RIGHT ELEVATIONS "ELEVATION -A" W/ STUCCO ARCHITECT- STATE RCHITECTSTATE OF FLORIDA "9n JAMS CANTWELL A NO12CO79 DA 5 X1/18 SCALE: 1/4"=1'— O" EXTERIOR MASONRY WALL 5RC-�. HEIGHTS 11111111111111 S'- 4' 813. LOAD 5F;rz. WALL IFFET FLR WINDOW CALCS COMPONENr AND CLADDING WIND LOADS BASIC WILD EXPOSUFIE FOR 3 SECOND GUSTS S Q . FT. CALC °' S WIINLM DESKMMM ZONE 150111 H wm 16T FLR. LIVING 2ND FLR. LIVING Irtl-' 928 SQ. FT. SQ. FT. $ 26.9/ -32.1 2 TOTAL LIVING 3 -CAR GARAGE ENTRY ENTRY 2645 602 68 122 SQ. FT. $Q. FT. SQ. FT. SQ. FT. 283/ -35Io 3 41 TOTAL 343-1 SQ. FT. 3A I 14 -SH EXTERIOR MASONRY WALL 5RC-�. HEIGHTS 11111111111111 S'- 4' 813. LOAD 5F;rz. WALL IFFET FLR WINDOW CALCS COMPONENr AND CLADDING WIND LOADS BASIC WILD EXPOSUFIE FOR 3 SECOND GUSTS CALL f � WIINLM DESKMMM ZONE 150111 H wm 1 11Z 161-0'x71'-0' O.H. $ 26.9/ -32.1 2 56 S' -0"x�' -0" O.H. 5 283/ -35Io 3 41 3080 DR. W/ (2) 12' S.L. 4 3A I 14 -SH 5 31.9/ -34.6 4 34 (2) 25 -SH 4 29.5/ -32.2 5 34 (2) 25 -SH 5 29.5/ -31.9 5A 34 (2) 25 -SH 5 235/ -31.9 6 13 9080 S.G.D. 4 21.8/ -308 34 (2) 25-614 EGRESS 5 295/ -37.9 1A 34 25-81-4 EGRESS 5 309/-408 15 34 25 -SH EGRESS 4 3091-331 8 10 IH3_Sw (TEMP.) 4 31.9/ -34.6 WIND DESIGN CRITERIA A. 5ASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD•116 MPH 5. INTERNAL PRESSURE COMT-ICENT=+ .18 C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE 5ASED ON THE Vult DESIGN WIND SPEED. F5CR, 5TH ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED 5Y 0b TO MEET THE ALLOWA5LE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. 2x4 W a 16' = FIRST FLOOR PLAN ELEV. A ARCHITECTS -) GD esi n ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r ►►'-11(/11 1^I/ II 1�1a�X i ✓1/11- OC 1/4"=1'—O" 2'_SII 9'-2'1 {X 21-2X 1-011 1/J11a11 � H5. (2) 25 -SH O 5A (D(2) 25 -SW EGRESS - DINETTE N� / 2'x13' 2' L. CLG. � - COVERED LANAI N to 0401 13'-6"x9'-0" �OOOOODODOJ ti 9'-4" CLG. / rtA tl 90x0 S.G.D. OWNER'S SUITE _ N VOL. CLG. ----------- 6' -SX -411 �-O° 14'-10" 5'-1" 3'-4" 5'-9"31 - 1 FAMILY RM. CABINFt � 15 -0"x2®' -4" 'jg Cil VOL. CLG. MOULIDIWs II \ / II I i O DR. N n CL 0 _ a II �, 1R- �s1�4 _ iR-ISH 22'x36' I W.LC. W.I.C. II I) mss 19'-�' u 9'-4" II KITCHEN II �- -' c� .� CLG. OL. CLG. I I CLG. SLOPE I CLG. SLOPE I — 'b I DSL. (KAA)411 ao I Q� OVEN 4'-011 3'-�" � 13_`x_' - = 3'-411 _ 1R-181-4 X RJT I C `�' 42' PIGS 4- <t RAILM LINE OF I I lsSH/38P� 3'-1" 3'-4" 2'-1�" 2' 11 2'-0'T r G ZND. FLR. _ _ _ _ HDR • x4 4x4 ASV. 4-51-4 7' -8' AFF. C POST S tiJ. POST <t CABINET — — — - cRou DINING RM. • I ( 4�osT J r MOULDING 13' -b "x12' -0' _ I I I Iic 9' -4" CLG. ami I n I r --r - ' N c� 12'-5" I 8'-1" �'-3" I� I I 2 S" 6'-2" 2'_1 2'-41Cxr-4 br � C I I RJT LAUN R� -I- WA L WJ a „' fL Q� �' o; D CAP 10 11 1 it S 4 -2 `/ ell ,. - / / 8'-1" -i'-3" TN — 4' -ice" -1�" i--� - // 42'x60' / lD� J - A) .y� L.. O - �r TUB t — / c, � FOYER 42' I-I1C�4-4 ��' /CONDI WALL PED. rNlc �' _ 6 "xi' -6" WJ TEMP. / PWDR• ' 9'-4' CLCD, 0) X GLS. (TILE) 1 (�'-4° 4 -2"R/T �{ /]� I' -1o" -11_311 �I 2I;�►�v. J /J� '-VC l 2'-1011 /J� KJ'-Io11 01 05OLLARD 11_1011 wc. �� O 3 3—CAR GARAGE 9'-4' CLG. 3A 14 -SH 12"5.L MT A 12 S.L LINE OF 2ND. FLR. ASV. , — — — — — — io° ENTRY r 72'zj'' 9'-4' CLG. ------------ I ATTIC LTJ 1 I• -4B. r 2 1 I6'-0"x�'-0° O.H. 0.4-4. -------------------- @ 11 / /7� 81_fyll - X Gi lrol-01 ��Jj�� 10'-01 11'-4" Isa'_SI' IS'-oll 71 401-011 FIRST FLOOR PLAN ELEV. A ARCHITECTS -) GD esi n ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r : -5-/21/18 OC 1/4"=1'—O" 81 -MIST 3 or 8 � �OOOOODODOJ m E 0 c oxnmIY. de LOT: KENSINGTON RESERVE (LOT 44) StOD� BISCAYNE BAY (VERSION#01) PIWZMT#: 2997.000/044R1 PAGE FIRST FLOOR PLAN "ELEVATION—A" nR0irrEcr STATE OF FLORIDA 15 2,i? 1) DA : -5-/21/18 OC 1/4"=1'—O" 81 -MIST 3 or 8 SECOND FLR. WINDOW CALCS: COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WK/DR. DESIGNATION ZONE 150 MPH WIND 1 15 3050-5H EGRESS 5 31.1/ -41.0 2 15 3050-5H EGRESS 4 3 15 3050-5H EGRESS 4 31.1/ -33.8 4 ro 2030-51-4 TEMP. 4 5 30 3050 -SH EGRESS 4 6 15 3050-5H 5 31.1/ -410 -7 6 2030-5H 4 31.9/ 34.(o 8 G 2030 -SH 4 31,9/34.(o 3050-3H 9 15 EGRESS 4 31.1/ -33.8 WIND DESIGN CRITERIA A. 5A5IC WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD = I1ro MPH 5, INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 8 CLADDING PRESSURE ARE 5,45ED ON THE Vult DESIGN WIND SPEED. FgG}@, �oTH ED. (201-1) ,4LLOWS THESE PRESSURES TO 5E MULTIPLIED SY O.ro TO MEET THE ALLOW,45LE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. SECTION _ STD. 9 ®499 R® STRINGER %ILINCa UJ/ 12d NAILED 5IDE :;)F 3/4' R (2) 3/4" SUB TRIAL RIPS NAIL ING ail i m mi ----------------------------------------------------- LINE ------------------- --------------------LINE OF 16T. 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PLATE TO ENCLOSURE SLK W/ }"x9' ANCHOR U ON CHARS R U n U 1'-S" (3) '5 REBAR ON CHAIRS V 2'-@, LLEBLLRACOMPAGTED GLEAN FILL OPT. SCREEN SECURE STUDS �j'� BOLT W/ 2" WASHER SET IN (3) 'S REBAR r Q R A C F T� n R F r i n T T N r I /I �- SCREEN ENCLOSURE TO $TM. PLATE II II — 0 1 a 1 1 11N \ 1'a �— 1 V 1C Y V V 111N is Ai — J 1 V n, 1 r u V 1 in is 8CA-E: 112"=I m' MANUFACTURERG S a 32' O-- MAX EPDXY 6" EMBED. MIN. • 1—STORY FOOTING ti lJ 1' V LJ GARAGE GARAGE BLK. WALL C AT GARAGE SPECS. 32" OG MAX. AT GARAGE SCALE: 1/2"=1'-@" SCALE: 1/2'=1'-@' SCALE: i/2'=1'- — @'-@" FN. FLR IA a o, 0 3 112' GONC., RE INF. W/ 6'x6" W1,4xWIA WWF OR SECURE BT. PLATE 70 IV FISERMESH ON II ABARRIER ON POLY ETHYLENE VAPOR SLAB W/ 2"x9" ANCHOR : SECURE BT, PLATE 70 BOLT WJ 2" WASHER SET IN PAYERS 6" E p 4" 6" 4' WELL -COMPACTED GLEAN BLK W/ (1) 10d MASONRY SIMPSON HIGH STRENGTH NAILS Q 32" O.C_ (MAX) EPDXY 6' EMBED. MIN. U I'-4° TERMITE TREATED FILL 32" OG MAX. I �5 CONT. i'-@` (2)'5 REBAR ON CHAIRS POURED LINTEL CONT. (TYP,) a ; `o;; S" CMU FiLLED CELL (TYP.) STRENGTBAR SET H EPDXYI6"EMBED. MIN. IMF&ON HIGH FOOTING %M!�AOTINGAT L.B.W. (W/ UPLIFT) 2X WALL FAT A4`:..Q 3 i/2" CONC, RE INF. WJ ' • • _ (3 "XB' ANCHOR BOLTS or (3�"XS" �/ SCALP= 112'=I'-0' 6'x6" WI.4xW1.4 WWF OR 3 V2' GONG., RE INF. W! J -BOLTS MIN 6' EMBEDMENT W/ 2"X2"XIJS' ° z w FI$ERMESH ON 6 -MIL 6"x6' WL4xWl,4 WWF OR WASHER AND NUT SPACED EVENLY FROM Lu FLOOR 70 BOND BEAM. SET IN JOINTS POLY ETHYLENE VAPOR > FISERMESH ON 6 -MIL PRIOR TO FILLING- (SLEEVED ANCHOR IN 3 1/2' CONC, REINF. W/ 6'x6" O 4" a. 4' BARRIER ON O POLI ETHYLENE VAPOR SOLID POUR ACCEPTABLE RETROFIT) ° < 4 Wi.4xWl.4 ULF OR FIBER•tESH ON 0'-@" FIN. FLR WELL -COMPACTED GLEAN BARRIER ON a 6 -MIL POLY ETHYLENE VAPOR TERMITE TREATED FILL 4" i -@" 4" WELL -COMPACTED GLEAN 1'-4' • BARRIER ON WELL -COMPACTED a (2) 05 REBAR ON CHAIRS i'-8' TERMITE TREATED FILL CLEAN TERMITE TREATED FILL (3) 95 REBAR ON CHAIRS a TVP. RETROFIT FOR a ° a a' • ° GROUTED BOND SEAM 1—STORY FOOTING 2—STORY FOOTING EXT./INT. FRAME WALL TO VARIES PERELEV. AT L.B.W. W NO—UPLIFT AT L.B.W. BLOCK WALL CONNECTION OMITTED DOWELS TIE VERTICAL REBAR 1 A SCALE: I/2'=1'-@" TREEBARIW/ 10' AOC TiE VERTICAL REBAR OCALE: 1/2'=1'-0' SCALE: I/2'=I'-0' SCALE: 1/2"=i'-0" i1 6° Y GH a a' TO HORIZATIONAL PVC ASE THRU FOOTING GROUTED BOND BEAM REBAR W/ 10" HOOK PARIES PER ELEV. - VARIES PER ELEV. I -STORY , . 8' VARIES 8" CAULK AND SEAL (2) "5 REBAR ON CHAIRS Z a a- , 3° 3" 2 -STORY - (3)'5 REBAR ON GHAiR5 E a ' GROUTED BOND BEAM a' N {3)'5 REBAR • 2 -STORY a GA5 LINE OUTSIDE REBAR 70 BE\\ POUREpCELL BVERTICALLY W/ GIG. coNrlNuouS I }" PVC SLEEVE FOR GAS LINE ° .�o R-4.1 INSUL. MIN. ° 44 a / . /\ /\ /�/i\ / a Q a, CMU 8' GMU a / 1/2' GYP. WL. BD. I✓ - CON �. Z > n ° WOOD BASE EO z c /� /� U IJ2' DRYWALL 2'-I" MIN. LAP W 3 I/2° GONG., RE INF, W/ 6"x6' loSHOWER RECESS FOOTER �_-- W1.4xWIAUAUFORFI$ER"1ESHON REBAR LAP AT FOOTING E 0 6 -MIL POLY ETHYLENE VAPOR " a •a WOOD BASE Q CLEANOUT REQUIRED FOR INSPECTION BARRIER GN WELL -COMPACTED a' °' FOR INSPECTION W CLEANOUT REG2UlRED SCALE: I'=1'-0" �_— O I GLEAN TERMITE TREATED FILL SCALE: I/2'=i'_@" � � , .•I ., � P . I" RECESS FOR a' a IaAll S.G.D, TRACK a a fS z ° - FIN15H FLOOR a rp ° A 6" PVC CHASE THRU FOOTING ry @'-@" FIN. FLR. @'-@' FIN. FLP_ `n a• <a ,a CIE VERTICAL REBAR A a TIE VERTICAL REBAR 4 Q (I) $5 VERT- DOWEL _ a tl - TO HOR ZATfONAL .'a .a a . ° a : 6 a a TO HORIZATIONAL LAPPED W/ BOND BEAM ° REBAR W/ 1@` HOOK ° . , a• �--iE----i 1u 4.<' . • .• a.o' REBAR W/ 10" HOOK (1) S REBAR AT CORNERS �' •5 I -STORY O a > ae 4" 8' 4' (2) REBAR ON CHAIRS a a a W/ 25" LAP MIN. 2 -STORY (3)15 REBAR ON CHAIRS W 9.a. n '•tY.. d i._4. } HO RIZ O NTAL/ VERTICAL a4 .a°: t. a HORIZONTAL/ VERTICAL REINFORCING AT 1—STORY FOOTING SLAB AT S. G. D. GAS LINE THRU BLOCK TYP. REBAR LAP REINFORCING F BEARING2 CHANGE 11)SLAB G 5GALE:,"=I'-@' AT LINTEL CORNERS W BLOB K=i WALL E CSCALE: i/2'=I'-0' A R C H I T E C TS STT LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �11 �'I"I"III SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: F 0UNDAT10N DETAILS ARCHITECT= STATE OF FLORIDA JAME CANTWELL A O 12079 DA ,✓ 5/21/18 S :1/4„-1'—®„ SHEET 5A OF C) ARCHITECT S -) DesionGrou��. FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 101-10" 11'-4" 10'-011 O 10'-5" 21-411 . Y q Cl F- _A ■ S) A ■ J � CV SV O 0 1'-2" q m cv ti 12'-4' d" ■ N 71 A ■ m a� Y � til A V _ 1 1 ti] W 1-A ■ • 43 1 Y ■ A to A 1 Y r CV Y �p A V. 0, ■ b 10'-411 CV A � ■ , 1 ■ ■ ■ etl 1 1� I r 1 �r ■■ ■■ . . 1'-O" DOWEL PLAN_ ARCHITECT S -) DesionGrou��. FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 299 7.000/044R1 PAGE: DOWEL PLAN "ELEVATION -A" ARCHITECT STATE OF FLORIDA iq q' LJAMENS,'LNTjWELL DATE X1/18 SCA :1/4"=1'-0' O q Cl F- J O 0 q m ti C,) d" N SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 299 7.000/044R1 PAGE: DOWEL PLAN "ELEVATION -A" ARCHITECT STATE OF FLORIDA iq q' LJAMENS,'LNTjWELL DATE X1/18 SCA :1/4"=1'-0' EXTERIOR 1" 1,4SONR1' WALL BRGi. HEIGHTS u U LINTEL PLAN 6:ENERAL NOTES - 1. CODES 1.1. FLORIDA BUILDING CODE RESIDENTIAL, 61-44 EDITION (201-1), SECTIONS 84022 4 8606 1.2. FLORIDA E5UILDING CODE RESIDENTIAL, 6TH EDITION (201.1), SECTIONS 1901.2 4 2105. i.3. 5UILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 315-05). .4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR 5UILPING9 AND OTHER STRUCTURES (ASCE 1-10). 2,CONCRETE_ 2.1. CONCRETE COMPRESSIVE STRENGTH AT 29 DAYS: 2.1.1, PRE -CAST W/5TANDARD REINFORCEMENT -4000 151 2.12. PRE -CAST W/PRESTRESS REINFORCEMENT -6000 PSI 2.13. GROUT FER ASTM C416 - 3000 PSI W/ MAX. 316" 46s3REGATE, S' TO 11" 6LUMf1. 22. REINFORCING 54R5- 2.2.1, STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A&15 (GRADE (P0) 22.2- STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM 4615 (GRADE 40). 23, PRE -STRESSED STRANDS ASTM A416 '1 -WIRE, STRESS RELIEVED 210 KS1 2-4. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315- 2.B. CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3_ MASONRY: 3.1, DESIGN AND CONSTRUCTION SHALL CONFORt" I TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 31- MINIMUM MASONRY UNIT STRENCsTH: FM 1500 F`01- 33, MORTAR SHALL 5E TYPE S. 4.STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A SEARING OF 23" (WITH A MINIMUM ACCEPTABLE SEARING OF 4" PER FLORIDA 5UILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA 5UILDING CODE RESIDENTIAL. 5TH EDITION (2014). SECTION 2104.1.5 XR. • Not Recomarded �ssssss- "77)� LOTT S CONCRETE F'.O. 50X 771255 WINTER C:ARDEN, FL 3477-1 F'I-1- (407) 656 2112 LINTEL Na TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8" LINTELS Tl'F'E 9'-4' CLCx GOMI"fENTS L-1 LNTEL 8/36-5-4131/(1)1. SAFE LATERAL lFLF) LOADS LKS 8136-5-41x,1/(111 SAFE LATERAL LOADS fPLF) Total Larigth T a 8'28' PLAN 8'x8' SOLID Total Length I1'-4" Tyle 8' DOOR 44EADN PLAN 8' DOOR FADER SOLID 2'-10' Precast 1998 3964 Y-8" 8/Uo-5-(IAA/(0)L Precast 1112 2011 3'-6' Precast 1168 2318 4'-0' (2)4 Precast 960 *'in 4'-0' Precast 844 1614 4'-2' L-1 Precast 861 621 414' Recast 638 1266 4'4' 4'-6" Precast les 1386 4-8' Recast 586 1163 4'-e' 8/16-S-(1) #5/(1) #5 Precast 659 1165 5'-4' Precast 666 1355 5'-8' 1881 Precast 650 IRI b'-10' Precast 543 1105 6'-5' 1410 Precast 504 964 V-4' Recast 634 1364 T-8' 1283 Freraet 411 161 6'-6' Recast 612 vw e'-8' 1232 Precast 396 664 VW Recast 5l8 1271 9'-8' b52 Precast 286 535 11-6' Recast 446 936 (2)44 (2)12 510 991 991 Recast 425 894 9Y--8' 8'-0' Recast 381 B14 W-4' Precast 354 145 9'4' Precast 271 583 0-6' Recast 192 453 11'-4' Precast I w 6Z0 12'-0' Precast 164 549 W.I. Recast 143 504 13'-4' Recast IW 424 WAY Recast 99 391 14-5' Prestressed NA 341 6'-4' Prestra"d TLA. 302 tl'-4' Prestressed NA 2B 5'-4' Fratrmwd NA 716 20'-0' Fr"treased NA 159 21'-4' Prestressed NA. bl 22'-4' Prestressed NA. w 24'-0' Prestressed NA. 93 XR. • Not Recomarded �ssssss- "77)� LOTT S CONCRETE F'.O. 50X 771255 WINTER C:ARDEN, FL 3477-1 F'I-1- (407) 656 2112 LINTEL Na LENC3TN Tl'F'E 9'-4' CLCx GOMI"fENTS L-1 1-l'-4" 8/36-5-4131/(1)1. 1=RE-STRE55ED L-14 9'-4" 8136-5-41x,1/(111 ee. L-2 (o' -C " 8/14-5-0A,1/(I)L RECEeeED L-24" I1'-4" 8/1C-S-O'1u/(1)L SEE SCHEDULE L-213 5'-10" 8/16-5-(Ilu/(04- ` L-3 2'-10" 8/Uo-5-(IAA/(0)L 2415 L-4 7'-C>" 8/16-a-CTAT/(I)1. 7/32" STIRRUPS AT 4'-0" cc L-5 �'-�" 8116-cJ-Clxl/CI)L (2)4 L-54 -1'-6" 8/16-5-(1x1/(1)1. BOTTOM BAR L-6 10'-6" 8/16-S-Clx1/(I)1. SEE SCHEDULE L-1 14'-8" 8/1(o-5-(1x,1/(I)L PRE-6TRES5ED L-8 7'-6" 8/16-541x.1/0)L r- L-84 4'-6" 8/16-5-41x,1/(0)L 270ksi PRESTRESSED L-88 4'-6" 8/16-5-(1A"I/(0)L 2011 L -g 2421 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 V) Lu Of 8/8-S-(1) #5/(0) #5 8/6-5-(1) #5/(0) NOMINAL WIDTH/HEIGHT OF LINTEL F- PLAIN OR SOLID LINTEL [8116-P-#UI#L] No. OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 3j' (1) #5 CONTINUOUS (1) #5 CONTINUOUS 316" 8"X16" KNOCKOUT BLOCK 316 8"X16" KNOCKOUT BLOCK e L i 3000 PSI GROUT " `� 3000 PSI GROUT tf1TIc.0 (PLACED IN FIELD) (PLACED IN FIELD) ee. 2' -IV s oa. �.' _..•r. TOP BARS: r TOP BARS: . SEE SCHEDULE SEE SCHEDULE 1 10" N-6' ` (1) #5 CONTINUOUS (1) #5 CONTINUOUS (2) 4 2415 3631 4 7/32" STIRRUPS AT 4'-0" cc 7/32" STIRRUPS AT 4'-0" cc W-0' (TIED OR WELDED) -tto qn (TIED OR WELDED) (2)4 (2) 4 ttiko " 2111 BOTTOM BAR BOTTOM BARS 33M SEE SCHEDULE (PRECAST) SEE SCHEDULE PRECAST (2)4 K (PRESTRESSED) ti1KA 2165 «. e• 1 I r- 12" 1�" 72 WIRER STRESS/RELIEVED 4I mill I PRECAST 270ksi PRESTRESSED (2) 4 1232 CABLE 2011 2421 2421 8/16-S-(1) #5/(1) #5 8/16-S-(1) #5/(1) #5 PRECAST (2)3 PRESTRESSED 3j' TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITYGRAYTTY UPLFT UPLFT LENGTH SPAN BOT7U't rM CAPACITY CAPACITY CAPACITY- CAPACTY BAR BAR C0,5L (USCI lUSL 111511 (U5L 0,511 (U5L (2)51.1 TABLE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 16" COMPOSITE LINTELS "'T",CLEAR LINTEL 1YI°E LNIEL STEEL GRAVITY GRAVITY UPLIFT LI LIFT LEAH SPAN CAPACITY CAPACITY CAPACITY CAPACITY B01TOM BAR TOP TSAR (0)5L (U5U (1151. (USCI (U51- (1,5U l )5L 121511 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL = GRAVITY GRAVITY Lk-LFi UPLIFT LENW44 SPAN CAPACITY CAPACITY CAPACITY CAPACITY aortal DAz I TOP IS,AR I (0751. (11'SU (1151. NSU (PSIL (17x1 W SL (2)511 TABLE No. 4 REINFORCING SCHEDULE, & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNtEL CLEAR LAPEL TYPE LINTEL STEEL I GRAVITY -A- LPLFl T UPLFt LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BUTCM BAR 101 BAR (0,� f1,5U (1)5L (im (I)5L (USCI (1)15L (2)511 TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 6" LINTELS LKTE_ CLEAR LNTEL TYPE LINTEL STEEL PLAN GRAYITY GRAVITY UPLIFT UPLIFT LE% N SPAN GRAYTY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR CAPACITY (0)% (1,511 f1,5L (USCI fV5L (InU (1151. (21511 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL MTS LAPEL STEEL i UNFW.ED GRAVITY GRAVITY UPLIFT UPLIFT _ENGTH SPAN GRAYTTY CAPACITY CAPACTTY CAPACITY CAPACITY BOTTOM DAR TOP BAR CAPACITY (1P51L (015v1 PSL (1)SU N,5L (USCI (1151. 121511 3a, t[Y[0 a" 31ro 8/20-S-(1) #5/(1) #5 8/24-S-(1) #5/(1) ##5 8/16-S-(1) #5/(1) #5 3j' " • LINTEL CLEAR LENGTH SPAN LINTEL TYPE LNTEL STEEL BOTTOM BAR TOP BAR tf1TIc.0 GRAVITY CAPACITY (V5L (0,511 GRAYITY CAPACITY (PSL (1)511 UPLIFT LIPLFT CAPACITY CAPACITr r1?5l_ (VW (115L (2)511 2' -IV 1'-6' �.' _..•r. (2) 4 PIIcO 4245 .a '4 1809 8529 10" N-6' L �A.a PRECAST (2) 4 (2) 4 2415 3631 3631 48B 486 W-0' "*ilt4 PRECAST (2)4 (2) 4 L 2111 2111 33% 33M 4'-6' V.I. PRECAST (2)4 (2)4 ti1KA 2165 «. e• 2608 r- 4'-8' 3'-4' I PRECAST l� r 316 (2) 4 1232 2011 2011 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITYGRAYTTY UPLFT UPLFT LENGTH SPAN BOT7U't rM CAPACITY CAPACITY CAPACITY- CAPACTY BAR BAR C0,5L (USCI lUSL 111511 (U5L 0,511 (U5L (2)51.1 TABLE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 16" COMPOSITE LINTELS "'T",CLEAR LINTEL 1YI°E LNIEL STEEL GRAVITY GRAVITY UPLIFT LI LIFT LEAH SPAN CAPACITY CAPACITY CAPACITY CAPACITY B01TOM BAR TOP TSAR (0)5L (U5U (1151. (USCI (U51- (1,5U l )5L 121511 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL = GRAVITY GRAVITY Lk-LFi UPLIFT LENW44 SPAN CAPACITY CAPACITY CAPACITY CAPACITY aortal DAz I TOP IS,AR I (0751. (11'SU (1151. NSU (PSIL (17x1 W SL (2)511 TABLE No. 4 REINFORCING SCHEDULE, & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNtEL CLEAR LAPEL TYPE LINTEL STEEL I GRAVITY -A- LPLFl T UPLFt LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BUTCM BAR 101 BAR (0,� f1,5U (1)5L (im (I)5L (USCI (1)15L (2)511 TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 6" LINTELS LKTE_ CLEAR LNTEL TYPE LINTEL STEEL PLAN GRAYITY GRAVITY UPLIFT UPLIFT LE% N SPAN GRAYTY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR CAPACITY (0)% (1,511 f1,5L (USCI fV5L (InU (1151. (21511 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL MTS LAPEL STEEL i UNFW.ED GRAVITY GRAVITY UPLIFT UPLIFT _ENGTH SPAN GRAYTTY CAPACITY CAPACTTY CAPACITY CAPACITY BOTTOM DAR TOP BAR CAPACITY (1P51L (015v1 PSL (1)SU N,5L (USCI (1151. 121511 3a, t[Y[0 a" 31ro 8/20-S-(1) #5/(1) #5 8/24-S-(1) #5/(1) ##5 8/16-S-(1) #5/(1) #5 3j' " TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LENGTH SPAN LINTEL TYPE LNTEL STEEL BOTTOM BAR TOP BAR LWLLED GRAVITY CAPACITY GRAVITY CAPACITY (V5L (0,511 GRAYITY CAPACITY (PSL (1)511 UPLIFT LIPLFT CAPACITY CAPACITr r1?5l_ (VW (115L (2)511 2' -IV 1'-6' PRECAST (2) 4 (2) 4 4245 1809 1809 8529 10" N-6' T-2' PRECAST (2) 4 (2) 4 2415 3631 3631 48B 486 W-0' 2',S' PRECAST (2)4 (2) 4 1183 2111 2111 33% 33M 4'-6' V.I. PRECAST (2)4 (2)4 1343 2165 2165 2608 2608 4'-8' 3'-4' I PRECAST (2) 4 (2) 4 1232 2011 2011 2421 2421 W-4' 4'-0' PRECAST (2)3 (2)? vwb 165M 1651 1010 1881 V.0' 4'1' PRECAST (2) 3 1214 860 1423 1423 1410 1609 6'-4' V-0' PRECAST (2)44 (2)12 140 1283 1283 1216 1405 04' 6'-2' PRECAST (2)44 (2)? 110 1232 1732 1145 1348 6-8' 10'4' PRECAST (2)44 (2)12 b52 1184 1184 1¢61 12955 1-b' 6'-2' PRECAST (2)44 (2)12 510 991 991 825 1082 1'-8' b'-4' PRECAST (2)44 (2)? 551 959 959 154 1041 8'-0' 6'-W PRECAST (2)44 (2)? 515 982 902 1tt 954 V-4' 1-1' PRECAST (2)44 (2)? 1 485 4w 851 648 921 9'4' 8'1' PRECAST (2)14 (1)12 416 126 126 499 190 V-6, 9'-2' PRECAST M-4 (2) 4 354 618 06 350 613 11'-4' 10'-0' PRECAST (2) 5 (2).3 345 561 561 311 601 12'-V 10'-8' FRECAST (V.5 (2).3 292 525 525 211 561 12'-6' 11'-2' PRECAST (2) 5 (2)-3 211 495 498 251 512 13'4' 12'-0' PRECAST (2) 5 (2) 3 255 458 458 214 442 W-0' 12'-8' PRECAST (2) 5 (2).3 239 430 430 190 3% 14'-5' B'4 PRESTRE-56M (2)'4 (2)4 XR. 416 418 230 446 15'-4' 44'-0' MOTM56M (2)14 (2) 4 XR 319 3'19 210 401 Il' -4' W-01 PRESTRESBED (2)44 (2)12 HR 288 288 *3 311 19'-4' 18'-0' PRESTREUM (215 (2) S KR 224 224 bl 254 20'-0' W'-8' PRESTRE56m (2)5 (2)«3 XR. 205 201 122 231 21'-4' 20'-0' PREWRE56ED (215 (2)5 XR IT ITT 101 205 n'-0' 20-8' PREBTRES6w (2) 5 (2).3 NR 164 164 100 Eb 22'-8' 1 PRESTRESSED 1 (2)5 (2) 9 NR 132 132 Bd 163 TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LNTEL STEEL GRAVITYGRAYTTY UPLFT UPLFT LENGTH SPAN BOT7U't rM CAPACITY CAPACITY CAPACITY- CAPACTY BAR BAR C0,5L (USCI lUSL 111511 (U5L 0,511 (U5L (2)51.1 TABLE No 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 5" X 16" COMPOSITE LINTELS "'T",CLEAR LINTEL 1YI°E LNIEL STEEL GRAVITY GRAVITY UPLIFT LI LIFT LEAH SPAN CAPACITY CAPACITY CAPACITY CAPACITY B01TOM BAR TOP TSAR (0)5L (U5U (1151. (USCI (U51- (1,5U l )5L 121511 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL STEEL = GRAVITY GRAVITY Lk-LFi UPLIFT LENW44 SPAN CAPACITY CAPACITY CAPACITY CAPACITY aortal DAz I TOP IS,AR I (0751. (11'SU (1151. NSU (PSIL (17x1 W SL (2)511 TABLE No. 4 REINFORCING SCHEDULE, & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNtEL CLEAR LAPEL TYPE LINTEL STEEL I GRAVITY -A- LPLFl T UPLFt LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BUTCM BAR 101 BAR (0,� f1,5U (1)5L (im (I)5L (USCI (1)15L (2)511 TABLE NO, 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 6" LINTELS LKTE_ CLEAR LNTEL TYPE LINTEL STEEL PLAN GRAYITY GRAVITY UPLIFT UPLIFT LE% N SPAN GRAYTY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR CAPACITY (0)% (1,511 f1,5L (USCI fV5L (InU (1151. (21511 TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL MTS LAPEL STEEL i UNFW.ED GRAVITY GRAVITY UPLIFT UPLIFT _ENGTH SPAN GRAYTTY CAPACITY CAPACTTY CAPACITY CAPACITY BOTTOM DAR TOP BAR CAPACITY (1P51L (015v1 PSL (1)SU N,5L (USCI (1151. 121511 3a, t[Y[0 a" 31ro 8/20-S-(1) #5/(1) #5 8/24-S-(1) #5/(1) ##5 8/16-S-(1) #5/(1) #5 3j' " TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE I LINTEL STEEL GRAYRY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 50TUM BAR TOP BAR {0151. (11511 (1151. (11511 (1)51. (IAU (1151 (2)511 8/14-S-(1) #5/(1) #5 3j" 8 32-S-(1) #5,[(1) #5 3}10' 8/28-S-(1 )#5Z(I) #5 A R C H IT E C TS 1441. N. KUNALU KtAUAN t5LVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32" COMPOSITE LINTELS LINTEL LEr N CLEAR SPAN LNTEL TYPE LINTEL STEEL 5017 M l3AR 101 BAR GRAVITY CAPACITY (0151. WSU GRAVITY CAPACITY (1,ft (USCI LIPLFT CAPACITY (1)51. (USCI 11PLIFT CAPACITY (1,51 (2)511 () 3'4' 212' PREC457 (2)? 10000 8800 102:00 loom 4'-0' 21-V PRECAST (2)4 (2)4 9213 vow wm ow 4'-6' 3'-2' PRECAST (2) h (2) 4 6940 10000 10000 10000 4'-S' 3'4' PRECAST (2) 4 (2).2 b364 6000 107.710 (00'6.10 5'4 4'-0' PRECAST (2) 3 (2)4 1@000 I 10000 909 wow 4'-6' FRISCA57 (2) 3 (214 8543 v" 1816 1 17300 5'-0' PRECAST (2) M (?).2 V" Iww 6529 10000 6'-6' V-2' PREC461 (2) "4 (2) 4 10000 100@0 6155 6000 b'-8' V-4' PRECAST (2)-4 (2) 4 10000 10000 5811 10000 1-6' 1'-2' PRECAST (2)"4 (2)? 8581 77000 4455 PAIS T'S. V-4' FRECAST (2) s4 (2).2 BPI? 10000 4240 8491 8'-0' 6'-8' PRECAST (2) 04 { 14% cm 3853 1121 8'-4' 1'-0' PRECAST (2) s4 (2).2 6194 10000 3516 1060 9'-4' V-0' PRECAST (2) s4 (2) 4 5293 6983 2121 9801 10'-b' V-2' PRECAST (2)"4 (2)? 4086 5043 2094 4248 11'-4' I 10'-0' PRECAST (2) 5 (21.3 4221 4221 1763 3593 121'-0' 10'-8' T (2) 5 (2j -3 3119 3119 549 3410 1216' II' -2' FRECAST (2).1 (2) 34P 3412 1441 WM Y-3'-4' 12'0 PRECAST (2) 5 (2) 3 2998 2996 1716 2516 W-0' 12'-8' PRECAST (2)"1 (2) 3 21N 2131 1088 2260 141-8' 13'-4' PRESTRESSED (2) "4 (2)o2 3231 3231 149 1484 6'-4' 14'-0^ (2) "4 2) 4fi2946294b 683 1355 11'-4' 16'-0' PRESTRESSED (2)"4 (2) 42280 532 1056 19'-4' 18'-0" PRE9 SSED (2) 5 (2) 31813 426 84420'-0' IB' -8' PPESTRESBED (2)5 (2) 321'-4' 20'-0' FRESTI�SSED (2) 5 (2) 322'-0'PRESTT�SBED (2)5 (2) 3L380 32124'0' 22'-8' PI ENRE8,9ED (2)5 (2) 3IWl 214 544 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" COMPOSITE LINTELS LINTEL ENGTH CLEAR SPAN LINTEL TYPE LNTEL STEELGRAVITY BOTTOM 5AR TOP 13AR GRAVITY CAPACITY CAPACITY (Or5L (1,511 Wwli (U5U UPLIFT CAPACITY (U5L (Ur511 LFLFT CAPACITY (1151 (8)511 1'- -b (2)f2 8115 070 Ivow 3'-6' 2'-2' FRCA67 M-2 5014 0" WJ000 10000 4'-0' 2'-8' P1;*CAST (2) 4 (2).2 3651 1020 1440 190100 4'-6' 3'-2' FRECAv (2)? (2)? 2141 1021 5611 8228 4'-8' 3'4' PRECA87 (2)4 (2)4 2519 6231 5w 1216 5'-4' 4'41' PRECAST 1 (2) 3 (2) 4 4111 4417 3169 4830 5'-10' 4'-6' PRECAST (2)3 (2)4 3344 3564 3065 3865 S'-0' PRECAST (2)"4 (2)1 3036 30.98 2539 32M PREC-11 (219 (2) 02 2881 2881 2393 3048 6'-5' 5'4' PRECAST (2)s4 2138 2138 2259 2895 1-6' 6'-2' PRECAST (2)"4 (2)42 2193 2193 1129 2309 11-8' 6'-4' PRECAST (2)#4 () 02 2106 2108 1648 2219 81-0' 61-8' PRECAST 427-4 1951 1351 1494 2058 8'4 T-0' F IRECA51 (7)#4 ) 4 es INS 1363 1918 9'-4' B'-0' I PRECAST (2) % (2) 4 1511 6R 1064 691 10'4' T-2' PRECA67 1 (2)#4 (2)4 U65 1265 807 1:324 11'4 V-0' PRECAST (2)49 IL36 II38 bl8 1181 1211-0' V1. PRECAST (215 (2) 3 1041 1041 594 I Iml 12'4' T-2' FFECA67 TI (2).3 988 'L' S 541 1025 13'4 W-0' PRECADT (2).1 1 (2) 3 902 902 465 935 16'0 12'-8' PRECAST (2) 5 1 (2) 3 8H2 842 414 1 0'58 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE I LINTEL STEEL GRAYRY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 50TUM BAR TOP BAR {0151. (11511 (1151. (11511 (1)51. (IAU (1151 (2)511 8/14-S-(1) #5/(1) #5 3j" 8 32-S-(1) #5,[(1) #5 3}10' 8/28-S-(1 )#5Z(I) #5 A R C H IT E C TS 1441. N. KUNALU KtAUAN t5LVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044RI PAGE: LINTEL SCHEDULE (LOTT'S) ARCHITECT= STATE OF FLORIDA DA: �2 1 /18 S ALE: 1/4"=l' -O" HEFT 5 U`A OF �'II"II'II SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044RI PAGE: LINTEL SCHEDULE (LOTT'S) ARCHITECT= STATE OF FLORIDA DA: �2 1 /18 S ALE: 1/4"=l' -O" HEFT 5 U`A OF A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � �I"'I"III E c C6 E 0 L C N SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: LINTEL SCHEDULE (CASTCRETE) ARCHITECT: STATE OF FLORIDA :S NTWELL i 12079 D E: 5/21/18 GALE: 1/4"=l' -O" SHEET 5D OF 0 SINGLE STORE APPLICATION SIZE CLEAR SPAN CONNECTORSC1n ULn CONTROL DATE: mt-01-15 UP TO 5'-4" SIMPSON 5'-4" TO "1'-0" USP -l'-0" TO 10"-0" DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 5'-0" TO &'-4" META -16 1450 HTA 16-18 1400 AT EACH END OF HEADER C'1) 10d x 1 1/2' I -PLY, (6) 16d 2 -PLY, (USP: (IO) 10ci X 1 1/2' - NO 16d OPTION) (2) META -16 1985 1900 (2) HTA 16-18 2800 (IO) lOd x 112' 1 -PLY, (USP: (10) 10d x 1 12') (14) 16d 2 -PLY lUBP. NO 16d OPTION) HETA-16 1810 HTA 19, 1615 (S) lod x 1 12' I -PLY, (8) 1bd 2 -PLY USP: (10) IOd x 1 12', NO 16d OPTION HETA-20 6810 HTA 20 1615 (9) 10d x 1 12' I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 12', NO 166 OPTION � (2) +gra-zm 2035 25mta (z) Hra-zm 3nm (10) 10d x 1 12' I -PLY USP: (10) loci x 1 12' (12) 1601 2 -PLY (USP: NO ibd OPTION) Z Q LGT-2 2150 1_1.163T-2 1915 (1) - 1/4' x 2 1/4" TITEN, 2 PLY (USP: 15LK (5) 1/4' WB, WOOD (I6) 10d DETAL-20 2480 NO USP CONVERSION FOR SIMPSON PETAL -20 (18) - Iod x 1 1/2, 1 PLY MGT 3965 MUGT 4000 (1) 5/8" A.TR IN HIGH 87RENGTN EPDXY <MN. 12' EMBED), (22) 1001 TO UUOOD (USP: (28) 1Od TO WOOp) HGT-2 + 10580 HUGT-2 9365 (2) 3/4' A.T_R M HIGH STRENGTH EPDXY (MIN. 12" EMBED), (1i) 10d TO Wl7Op (USP: WOOD (8) 10d) 143T-3 + 10530 HII 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10ci TO WOOD (U$P: WOOD (8) 10d) LGT3-6DS25 3285 LUGT-3 5330 (12) SOS I/4'x2 12' TO GIRDER, (4) 3/S" x 5" TITEN HD TO WALL CUSP: CONC. (4) 3/8" X 5' WEDGE BOLT, WOOD (12) WS25 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (10) 10d x 1-12' CUSP: (10) 10d x 1 12' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) II IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) -SDS 1/4"X3' TO WOOD (2) YGT '1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/3' A.TR. N HIGH STRENGTH EPDXY (MIN. 12' pMBEP), (32) -SDS V4'X3' / 2 PLY MTS -12 10 00 MTW 12 1595 (14) 1001K 1 12' CUSP: (14) 10d x 1 1/2', (14) 10d) HT5-16 1150 HTW 16 1660 (16) lod x 1 12" CUSP: (16) 1001 x 1 1/2, (16) Lod) HTS -20 1450 HTW 20 2045 (24) IOd x 1 12' (USP: (24) IOd x 1 12', (20) IOd) HTS -24 1450 HTW 24 2045 (24) 10d x 1 1/2" (USP: (24) Iod x 1 1/2"(20) I0d) LSTA-12 925 LSTA 12 910 (10) lmd USP: NvD lod L13TA-18 ++ 1235 LSTA 16 1360 (14) %Vd USP: (14) 10d MSTA-18 ++ BB MSTA-18 1315 (14) 19d USP: (14) IOd MSTA-24 ++ 1640 META -24 1150 (18) IOd USP: (IB) Iod M5TA-30 ++ 2050 M5TA-30 2140 (22) 10d USF: (22) loci < MSTA-36 ++ 2050 11574-36 2525 (26)1001 USF: (26)lod F— MSTI-36 3800 KSTI 236 3090 (3b) 106 x 1 1/2' USP: (36) 106 x 1 1/2" N MSTI-45 5065 KTSI 248 4250 (48) 10d x 1 1/2' USP: (48) 10d x 1 1/2" H6 950 LFTA 6 1595 (8) Bd TO PLATES, (5) ad TO STUDS (USP: CI6) ad x 1 1/2', (1(.) ad) SP4 885 SAT 4 945 (6) 10d x 1 12" TO STUDS USP: (b) lod x 1 1/2' TO STUDS A34 399 MP 34 410 (4) ed x 1 12" t0 BEAM, (4) 801 x 1 12' TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) 801 x 112' t0 POST. HCP2 645 HHCP 2 1010 (12) rod x 1 I2" USP: (10) 1001 x 1 12' TO TRUSS, (10)1001 X 1 1/2" TO PLATE HIDA 1340 RT 16A 2180 (15) 1001 x 1 1/2' USP: (S) 10d x 1 1/2' r0 TFU55, (8J 10d X 1 12' TO PLATE VGt / HMU4 4565 PHP 4A 4535 (16)-805 1/4"x3' TO WOOD, (10)-6051/4'X2 12' W/ THREADED ROD, (2) NUTS/WASHER/1 PLY USP. 5/8' ATR MIN. "I' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT E HD15 4940 TDX 10 5119 (16) -SDS I/4'k3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER7PLY USP- 1/8' ATR MIN. 1' 11I SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS A15U 44 2200 6665 PALI 44 2539 6119 (1) 5!8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED) IN CONIC. (12) 1601 TO WOOD USD: SAME AS SIMPSON ABU 66 2300 12000 PALI 66 2535 13815 (1) 5/8" A.TU@ IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONIC, (12A(vd TO WOOD USP: SAME AS SIMPSON V) rY LTT19 +++ 1340 LTS 19 1205 (I) 3/4' A.tR IN HIGH STRENGTH EPDXY, (MRt 1' EMBED.) IN CONIC., (II TO WOOD USP: SAME AS SIMPSON 0 = LTT200 +++ Boo LTS 20B 1105 (1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN O NC., (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) loci, (10) 10d x 1 12°, 2-1/2' U Z HTT4 4455 HTT45 4465 (1) 5/8" A.T.12 IN HIGH STRENGTH EPDXY (MM. 1" EMBED) IN GONG, (IS) 60"10 X 1 12' CUSP: (20) 16d X 2-12'2 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 1001 x 1-12", (20) V d x 2 12' Q HTT5 5090 HT745 5430 (1) 515" A.T.R. IN HIGH 9RENGTH EPDXY (MIK 1" EMBED) IN CONC., (26) 1601 X 2 12" (USP: (20) 166 X 2-12') USP HAS MORE NAIL OPTIONS. C28) 1001, (28) 10d x 1-12', (20) 16d x 2 12' HHDall-SDS 25+ 11,510 UPHD 11 120W (1) 1' AT -R IN HIGH STRENGTH EPDXY, (MIK 10" EMI5EPJ IN CONIC_. (24) SPS YW x 214' WOOD SC FmrtW6 CUSP, (24) W53 WOOD SCREWS) Hp1B 6645 TDX 10 5110 (I) 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEPJ IN CONC., (3) 3/4" STUD BOLTS TO WOOD CUSP: (4) 1/B" BOLTS) M$HA 3.56/1125 3415 9330 iSIM39X12U 31" 1130 SIMPSON, (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIK 6.'15" EMBEDMENT) IN CPT.11. TOP, (1) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN_ 6.15' EMBEDMENT) IN CMU. FACE, (18AOd TO BEAM USP: (1) 1/2' J -BOLT W/ MINIMUM 6: EMBED. e NOT LESS THAN 4' FROM EDGE OF CONIC W1 3/4' DIA ITW RAMSETRREDHII DYNA 1301-T SLEEVE ANCHOR OR EQ. W/ MIN. 5" EMII DEPTH INSTALLED IN THE FACE () T W 0;41,15C4123265 SC412 (WOOD) 3635 2660 (FLR) HU54121F (ROOF) 2530 (FLR) 3060 O" ) 3225 CRO (10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME A$ SIMPSON QHUC410 (CMU) 1810 Boss WD410 F 1905 3115 (IS) V4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4" x 3" W153 SCREWS, (10) 10d TO WOOD. WUC-210-2 (CMU) 1810 5085 HD210-21F 190' 3115 (15)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (15) 1/4'x 3" W53 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) W. 4000 HD210-3IF 1905 3115 (18) 114" x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (18) 1/4'x 3" WS3 SCREWS, (10) I06 TO WOOD LGUM26-2-SD9 1 1430 9999 NO USP CO VERSION FOR SIMI LGUM26-2-8D5 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4" X 2 12' SDS SCREW5 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. + WHEN ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT. u IOd COMMON NAILS CAN BE 51.115STITUTED WITH 106 x 1 12' NA1L6 IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD_ WRITTEN APPROVAL FROM THE ARCHITECT IS REHIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. ++ MINIMUM EMBEDMENT NTO THE TOP OF A BOdDBEAM WILL BE II MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld H 0 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 APFECt COWNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 1S USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STANLESS STEEL FASTENERS. WHEN USR"lCs IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A57M-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/EINCsNEEft OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD COISTRUCTICN CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HLFa9, AND ANCHORING a FASTENING SYSTEMS FOR CONCRETE e MASONRY CATALOG C -SAS -2012. SINGLE STORE APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x 8 5'-4" TO "1'-0" DBL 2 x ID -l'-0" TO 10"-0" DBL 2 x 12 10'-0' AND OVER Two STOR`r- APPLICATION DOUJN STAIRS SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-0" DBL 2 x 8 5'-0" TO &'-4" PBL 2 x 10 6'-4" TO S"-0" DBL 2 x 12 S'-0" AND OVER 2 x 12 (*2 Sl'P) 1/1(o° 055 (TYP.) NAIL (3) 12d ro'-8" O.G. TYP. 2x12 BM. MDR. @ ENTRY MINIMUM W,4LL AND 14E,4DEiz STUD RE0UIREMENT5 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO V-0" U.N.O. 4'-11 1/2"ANP 1'-11 1/2" UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUD5 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BYTRUSS 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 EXTERIOR MASONRI' u1ALL C RCx- HE IC:;HTS 9'-411 E3RCa. LOAD BRCS, W,4LL^tL l� � r r r Qt � r- r- Rr r r r r '�� �1 1 0 0 � � —� � � � � � —� � � � � --) CANTILEVERS FLR. TIRUSS L OL L U � � v u u v u FIRST FLOOR FRAMING PLAN A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � SUHDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: FIRST FLOOR FRAMING PLANS ARCHITECT: STATE OF FLORIDA JA ' CANTWELL AR NQ 12079 D;�-7721/18 SCALE: 1/4)1=11-01) 49AEET 6 11 OF CO—) HEADER SPAN CHART 5I ZJ=-5 FF -K GH AKT, U.N,U. SINGLE 5TOR�1 4RF=L1G,4TION SIZE CLEAR SPAN WiJI T L� 1 CONTROL DATE: 01-01-6 SC j J��{J CONNECTOR UP TO 5'-4' SIMPSON 5'-4" TO 1'-0" USP 7'-0" TO 10"-0" 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 5'-0' TO (o'-4" META -16 1450 HTA 16-18 1400 AT EACH END OF HEADER ('ll 10d x 1 12' I -PLY, (6) 16d 2 -PLY, (USP: (10l 10d X I V2" - NO 16d OPTION) (2) META -16 985 19.00 <27 HTA 16-18 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 129 04) lbd 2 -PLY (US11: NO 16d OPTION) HETA-16 1810 HTA 16 1615 t9J 10d x 1 1/2" I -PLY, (8) V d 2 -PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 HTA 20 1615 (9) 10d x 1 12" I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 b2', NO 166 OPTION c. (2) HETA-20 2035 2300 (2) HTA-20 3110 (IO) 10d x 1 1/2' I -PLT USP: (10) IOd x 1 1/2" (I2) 16d 2 -PLY )USP: NO 16d OPTION) Z O LGT-2 2150 LUGT-2 1915 (7) - 1/4" x 2 1/4' TITEN, 2 PLY (USP: ELK (5) 1/4" WE, WOOD (16) 1Od V) DEIAL-20 2480 NO USP CGNvERS10N FOR SIMPSON DETAL-20 (18) - 10d x 1 12, 1 PLY MG7 + 3965 MUG7 4000 (V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMSED), (22l 10d TO WOOD (USP: (26) 10d TO WOOD) HGT-2 + 10980 HU6T-2 9365 (2) 3/4' A.T.R IN NIGH STRENGTH EPDXY (MIN_ 12' EME}ED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 + 10530 HU3T-3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d 70 WOOD (USP= WOOD (8) 10d) LGT3-SDS25 3285 LUGT-3 5330 (12) SDS 114'x2 12" TO GIRDER, (4) 3/8' x 5' TITEN Hp 70 WALL (USP: GONG (4) 318'X 5' WEDGE BOLT, WOOD (12) W525) LTA2 1110 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 555 (10) 10.1 x 1-12' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP C-ONVEFZ51ON FOR SIMPSON VGT (V 5/8' ATR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (161-5D5 1/4'X3' TO WOOD (2) VG7 7185 NO USP CONVERSION FOR SIMPSON (2) YGT) (2) 5/8' A.T.R. IN HIGH STRENG7H EPDXY (MIN. 12' EMBED), (32) -SDS 1/4"X3" / 2 PLY MTS -12 1000 MTW 12 595 (14) 10d x 1 12' CUSP: (14) 10d x 1 12', (14) 106) HTS -16 1150 HTW 16 1560 (16) 10d x 1 12' CUSP: (16) 10d x 1 12', (16) Iod) HTS -20 1450 HTW 20 2045 (24) 10d x 1 12' NSP: (24) 10d x 1 1/2", (20) 10d) HTS -24 1450 HTW 24 2048 (24) 1Od x 1 12' CUSP: (24) 10d x 1 12', (20) 10d) LVA -17 + 923 LSTA 12 910 (10) wd USP: (10) 10d L97A-18 ++ 1235 LSTA 16 1360 (14) 10d USP: (14)10d MSTA-IB ++ 1315 1`15TA-18 1315 (14110d USP: (14) 10d MSTA-24 +* 1640 MSTA-24 1750 CIS) 10d USP: (18) 10d M5TA-30 ++ 2050 MSTA-30 2140 (22) 10d USP: (22) 10d < MSTA-36 ++ 2050 MSTA-36 2525 (26) 10d USP, (26) 10d MSTI-36 3800 K5TI 236 3090 (36) 10d x 1 1/2" USP: (36) 10d x 112' V) M871-48 5068 KT51 248 4290 (48) 10d x 1 12' USP: (48) 10d x 1 12' H6 930 LFTA 6 1598 (8) 8d TO PLATES, (8) ed TO STUDS (USP= (16) 8d x 1 12', (16) 8d) SP4 885 SPT 4 945 (6)104 x 1 12' TO STUDS USP: (6) I0d x 1 V2" TO STUDS A34 395 M11 34 410 (4) Sd x 1 12' TO SEAM, (4) 8d x 1 12' TO POST. USP: (4) W x 1 12' TO BEAM, (4) 5d x 1 12' TO 11057. HCP2 645 4HC11 2 010 (12110d x 1 12' USP: (10) 10d x 1 12" TO TRUSS, (10) 10d X 1 12' TO PLATE HIDA 1340 RT 16A 2180 (18l 10d x 1 12' USP, (9) 10d x 1 12' TO TRU66, (81 10d X 1 1/2' TO PLATE VGT 4 HDU4 4565 PHP 4A 4535 (16) -SDS 1/4'x3" TO WOOD, (10) -SDS I/4'x2 1/2'W/ THREADED ROD, (2) NUTSAAS14ER2 PLY USP: 5/8' ATR MIN. 7' EMBED SE7 IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 1-015 4940 TDx 10 5110 (16) -SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSA)ASHER PLY USP: '1/0'47R MIN. -V EMBED SET M HIGH STRENGTH EPDXY, (417/8' THRU-BOLTS ASU 44 2200 6665 PAU 44 2535 6115 (V 5/8' A.T.R. M HIGH STRENGTH EPDXY, (MIN. 1' EMSED.7 IN CONC, (12) 16d 70 WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC, (12)16d 70 WOOD USP: SAME AS SIMPSON V) L771S +++ 1340 1_7SIS 1205 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d 70 WOOD USP: SAME AS SIMPSON Q LTT205 +++ 1500 LTS 205 II05 (1) 1/2' A.T.R IN HIG44 STRENGTH EPDXY, (MM. 1" EMBED.) IN GONG., C10A0d TO WOOD USP, 3/4" ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, 00)10d, 00) 10d x 1 12', 2-12' = (� HTT4 4455 HT745 4465 (1) 516'4-7.R IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN GONG, (18) w-10 X 1 1/2' (USP: (20) 16d X 2-V2') U5P HAS MORE R41L OPTIONS, (20) 10d, (20) 10d x 1-112', (20) 16d x 2 V2' Z Q HTT5 5090 HT745 5430 (U 5/6' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMSEDJ IN GONG, (26) 16d X 2 12' (USP: (20) 16d X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-112', (20) I6d x 21/2* HHDQ11-5D5 2.5+ 11,810 UPHO II 12@90 (1) I' AT.R M HIGH STRENGTH EPDXY, (MIN 10' EMBED.) M CONC., (24) SDS)'4' x * WOOD SCREWS (USP, (24) 1U53 WOOD SCREWS) HD15 6645 TDX 10 5110 (1) 1/8" A,B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN GONG, (3) 314' STUD 00LTS TO WOOD (USP: (4) 1/8' BOLTS) V) MSHA 3.56/1125 3415 5330 w_I_.5X12U 3165 1130 StMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N G.M.U. TOP, (Il 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMOEDMENT) IN CM -U. FACE, (16)10d TO BEAM USP: (Q 12' J -BOLT W! MINIMUM 6: EMBED. 4 NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4' DIA ITW R4M5ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. Olor w w U' HUSC412 (WOOD) 3635 2660 (FLR) HUS412IF 3265 (ROOF) 2530 (FLR) 3060 3225 CROCFI (10) 16d TO HEADER (10) 16d 70 WOOD USP: SAME AS SIMPSON QWUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (IS) 1!4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD" (USP: (18) 114'x 3'W63 SCREWS, (10) 10d TO WOOD. HUC210-2 (CMU) 1810 5085 HD210-2IF 1905 3115 (18) 1/4' x 2-3/4' 71TEN (9 PER FLANGE) TO CMU, (10) 10d 70 WOOD: (USP: C18) 114' x 3' W53 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F I 1905 3115 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: (USP: (18) 114' AV W53 SCREWIS, C10) 10d TO WOOD LGU`126-2-90S 1430 5393 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 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY " SIMPSON "SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5U55TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT. ++ 106 COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 2314 REDUCTION M THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCH17£CT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" w F— Q AT.R.. A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDI7ION8 THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAILING SURE THAT THE PROPER CORROSION PROTECTION IS US£D_ 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 BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CCN ECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'NIGH WIND -RESISTANT CONSTRUCTION C-HWs, AND ANCHORNG 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. HEADER SPAN CHART 5I ZJ=-5 FF -K GH AKT, U.N,U. SINGLE 5TOR�1 4RF=L1G,4TION SIZE CLEAR SPAN DBL 2 x (o UP TO 5'-4' DBL 2 x 8 5'-4" TO 1'-0" D5L 2 x 10 7'-0" TO 10"-0" DBL 2 x 12 10'-0' AND OVER TWO 5TOR'r APPLICATION DOWN 5TAIR5 SIZE CLEAR 5PAN DBL 2 x (o UP TO 5'-0' DBL 2 x 8 5'-0' TO (o'-4" DBL 2 x 10 6'-4" TO 5"-0" DBL 2 x 12 i3'-0" AND OVER MINIP"IUM WALL AND I-IEADER STUD REaUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0" UXO. 4'-11 1/2' 1'-11 1/2" AND UP NUMBER OF HEADER 5TUD5 5UPPORTIN6t END OF HEADER 1 2 3 NUM5ER OF FULL LENCsTH STUDS 2 AT EACH END OF HEADER I 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE EXTERIOR MA5ONRT' WALL BRC -r_ HE IGHT5 9'-4" BRCS. LO,41D BRG. WDLL NOTE: O 2ND FLR STUD TO FLR GIRDER/HDR W/ I"15TA30 32" O,C. O 2ND FLR 5TUD TO IST FLOOR STUD W/ t'15TA3(o 32" O,C. FASTEN IST FLR STUD TO BOTTOM FLT W/ S1 4 e 32' O.C. �C 2ND FLR STUD TO FLR TRU55 BELOW W/ M5T,430 48" O -a *IF STRUCT'L 5HTG DOE5 NOT CONTINUE BETWEEN 5TUD5 TO TOF FLT a 2ND FLR USE eF4 !� 32" O.G. L INE OF 15T FLR. BELOW i I I -- — — —I DBL STUD 14) w w w w w w w w w w w w w w U U I GJ1A GJ 3,4 CJSA JiA JCA JCA J7,4 JCA CJ5A CJ 3,4 CJ 1,4 i u u u ii y�A II II II n II L II II II II II II II II II II II II II II II II II II II I I 4? — II II II I II II I II II �� Oil mrJ �I�IIi!I I!IIIIIIII�''I DBL STUD ,i m u U U I � I I I I I I I I I I I I I I I I LINE OF IST FLR. BELOW ----------J SECOND FLOOR ROOF FRAMING PLAN GJ 1,4 CJ3A CJ5,4 J1A J114 JIA J-1,4 J-1,4 J-1,4 CJ5,4 CJ3A GJ IA ARCHITECTS LUnuwwU, I -L S;eIW PH: 407-7746078 FAX:407-774-407$ www.abdesigngroup.com AA #: 0003325 r � �'III'II"I SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2907.000/044R1 PAGE: SECOND FLOOR ROOF FRAMING FLAN ARCHITECT= STATE OF FLORIDA JAMES ANTWELL AR 0A2079 DATLF: X21118 SCALE: 1/4"=1'-0" SHEET A P 10F 0 INSULATION PER ENERGT- CALLS -1/Iro" 0.5.8. 5HEATHING OR 1/2' CDX PLYLUOOD 2x 5TUD5 PER GENERAL NOTE5 SHEET (GN), 5ECTION TIMBER, NOTE 21. M5TA 30 s 48" O.G. BOTTOM PLATE 16" RECE55ED PRE -CAST LINTEL FRAMING DETAIL 3/4' =1' - 0 NG NOTES 10'-8 ¢" 2ND. FIN. FLR. 'B'-4" E3RG. HT. 12" WIDE RAISED 5ANID I 0'-0" F1N. FUR, rA R C N I T E C T 8 -) PH: 407-7746078 FAX:407-774-4078 www. abd esigngrou p. com AA #: 0003325 r � SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: ENTRY FRAMING DETAIL, ARCHITECT: STATE OF FLORIDA JAMS` AN�TWELL AR 0 2079 DA : 5 /21 /18 S ALE:.3/4" s V- 0 SHEET 7 0F ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 2645 SQ. FT. GENERAL LIGHTING X3 VA PER SQ. FT. 7935 I1�DY OUTLET EQUIPPED UY GROUND FAULT 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN MTEWPTER (TAMPER RESISTANT 1 WATER HEATER 4500 1 DISHWASHER TYPE) 1 CLOTHES DRYER 110Y FLOOR EQUIPPED W/ GROUND FAULT 246 OUTLET INTMPTER (TAMPER RESISTANT FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 TYPE) 10032 TOTAL NET GENERAL LOAD 11OY SWITCHED EQUIPPED W/ GROUND FAULT 6500 3 TON AIR CONDITIONING UNIT OUTLET NTMPTER (TAMPER RESISTANT 3250 2 TON AIR CONDITIONING UNIT 4080 TYPE) 20032 110Y GFI EQUIPPED W/ GROUND FAULT INTEWPTER (TAMPER RESISTANT TOTAL LOAD OUTLET TYPE) I` OPT. _ Ir — 220Y OUTLET 4 (URE CONNECTION EXTERIOR _ 43 WATERPROOF OUTLET SWITCH L — J(:F1 3 SWITCH 3•W4Y OPERATION 4 SWITCH 4 -WAY OPERATION p DIMMER SWITCH (� WALL MOUNTED Y LIGHT Q WALL SCONCE PRE -WIRE / CEILING I MOUNTED LIGHT RECESSED CAN ,L YAPOR PROOF RECESSED CAN VENT FAN k { PENT FAN W/ j LIGHT �- 24' LIGHT STRIP 48' LIGHT STRIP uuuuuuuu O FUORESCENT WRAP AROUND 24' FLUORESCENT FLUORESCENT 48' FLUORESCENT ® PANEL _ STRUCTURED WIRE PANEL METER SMOKE BATT. 5ACK-UP W/ HARDWIRE DETECTOR NTERCCNNECTED ® CARBON MONOXIDE BATT. BACK-UP 0.0 HARDWIRE DETECTOR INTERCONNECTED SMOKE / CARBON e MONOXIDE BATT. BACK-UP W/ HARDWIRE DETECTOR COMBO INTERCONNECTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CEILING BOX KOUIRED TO BE SUPPORTED IN ACCORDANCE W/ LIGHT BOX MARKED AS SUCH FOR INSPECTION CEILNG BOX REQUIRED TO BE O J SOX SUPPORTED N ACCOQANCE W! BOX MARKED AS SUCH FOR INSPECTION ® SPEAKER PRE -WIRE FLOOD LIGHT 0 SECURITY SYSTEM KEYPAD C� DIGITAL KEYPAD r -CI WATER HEATER u DISCONNECT AIR GOND. DISCONNECT TV TELEY15ION JACK EMERGENCY LIGHTING O DOOR CHIMES NOTE: -PHONE OUTLETS $ TELEVISION JACKS TO 5E DETERMINED BY BUILDER / HOMEOWNER =ALL RECEPTACLES IN HABITABLE ROOMS ARE TO 5E ARC FAULT AND TAMPER RE S I ST,4NT T' "PE TRAN5FORMER BANK: 50f,VA VOLTAGE: 1620/13200-240/4aOV SERVICE: MINGLE: PHASE TYPE: UNDERGROUND AVAILABLE INITIAL 5YMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE± (120/240 VOLTS) MAXIMUM FAULT CURRENT: 19390 amps POWER COMPANY TRANSFORMER 5ERVICE BY OTHER5 GRADE DINE (3) s 1 THHN/THWN COPPER CONDUGT0R5, (1) * ro THHN/THWN COPPER GROUND IN 2'' CONDUIT, v NEMA 3R 200 AMP COMBO 12 0/2 40 VOLT 42 D15CONNECT CIRCUITS M AND METER MLO CAN 200 AMP. PHONE / DATA WEATHER PROOF BOX 200 A�lf= LCTCCAL«F, NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROV1510N5 OF THE NATIONAL ELEG. CODE, LOCAL CODE5, AND THE LOCAL POWER CO, INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE #4 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND GOLD WATER PIPE. NOTE: IF PVC 15 USED THERE IS NO BOND/GROUND TO GOLD WATER fPIPE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NI=C C_ODE#D2) (HOUSE PLAN: POINT BISCAYNE MODEL LOAD INFORMATION VA 2645 SQ. FT. GENERAL LIGHTING X3 VA PER SQ. FT. 7935 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 900 1 CLOTHES DRYER 5000 1 DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 35081 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 25081 VA x .4 10032 TOTAL NET GENERAL LOAD 20032 10 KW AIR HANDLER HEAT PUMP#1 AT 65% 6500 3 TON AIR CONDITIONING UNIT 6900 5 KW AIR HANDLER HEAT PUMP#2 AT 65% 3250 2 TON AIR CONDITIONING UNIT 4080 NET GENERAL LOAD 20032 NET TOTAL HEAT 20730 TOTAL LOAD 40762 CALCULATED LOAD FOR SERVICE 40762 VA/240 V= 169.84 AMP 200 AMP SERVICE CABLE / TV WE ATHE R PROOF BOX \ DINETTE \\ /COVERED I / LANAI / W.P. % \ — GF1 — — — — — — — — — — — II 1 FAMILY RM. _ } 1 /) PENDANT F S OWNER'S I SUITE } I / I FAN/GE IL INCx / PRE-LJIRES / I 1 / - SZ). qp I LIGHTS FAN/CEfLINGIGf - 1PRF-WIRE5 DEDICATED 20�II PUSH BUTTON At - IF OUTLET FOR r— I AIR SWITCH / M.WA VE J I r FOR D 15P. GF I ~ ,- `` L- �\ KITCHEN I` OPT. _ Ir — — PAN. _ 43 S.D.Q I L — J(:F1 $4_� / I / I ,L 3� u771 - 44 T- — 7 I &� I � } 0_ t F — DINING RM. J )I `� �( If L LT. / — — - 1 — RANEL /r -- FOYER PWDR \ 3 -CAR GARAGE -( ) i OFT - COACH L IGHT ------�}— AFI _ GLC. CFI e 44 OUTLET A.F.F. L ATTIC J I FIRST FLOOR ELECTRICAL PLAN ------- GLCx. OUTLET AG AC W.P. GF 1 COACI� L IG- 4T CONDI `coNDf FIELD VERIFY METER LOCATION A R C H IT E C TS .L r -r.. IN. rcvnnL.P oL.yv. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � E 0 v C6 E 0 c m SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: FIRS T FLOOR ELECTRICAL PLAN ARCHITECT= STATE OF FLORIDA GANTWELL �' NO 121079 D i ' 21 /1 E SCALE: 1/4"=f-09) SHEET o OF C) ■ ELECTfRICAL LEGEND 5YMB0L DEFINITION NOTE5 0 10) IIOY OUTLET EQUIPPED W/ GROUND FAULT � INTERIPTER (TAMPER RESISTANT TYPE) 110V FLOOR EQUIPPED W/ GROUND FAULT OUTLET INTERUPTER (TAMPER RESISTANT TTPE) ' 110V SWITCHED EQUIPPED W GRCXND FAULT OUTLET INTERUPTER (TAMPER RESISTANT TYPE) 110V GFI EQUIPPED W! GROUND FAULT INTERUPTER (TAMPER RESISTANT OUTLET TYPE) 220V OUTLET 4 URE CONNECTION EXTERIOR WATERPROOF OUTLET SWITCH 3 SWITCH 3-WAT OPERATION 4 SWITCH 4 -WAY OPERATION jp DIMMER SWITCH WALL MOUNTED LIGHT Q WALL SCONCE PRE -WIRE CEILING MOUNTED LIGHT O RECESSED CAN VAPOR PROOF RECESSED CAN VENT FAN k ( VENT FAN W/ } LIGHT 24° LIGHT STRIP 48' LIGHT STRIP uuuuuuuu O FUORE5CENT WRAP AROUND 24' FLUORESCENT —� 48' FLUORESCENT ® PANEL — STRUCTURED WIRE PANEL METER SMOKE BATT. 5ACK-UP W/ HARDWIRE o DETECTOR INTERCONNECTED ® CARBON MONOXIDE BATT. BACK-UP Wt HARDWK DETECTOR INTERCONNECTED SMOKE / CAR80N e MONOXIDE BATT. SACK -UP W/ HARDWIRE DETECTOR COMBO fNTERXNWCTED PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CEIL11S* BOX REQUIRED TO SE SUPPORTED IN ACCORDANCE WWI L IGHT SOX MARDED AS SUCH FOR INSPECTION CEILIN3 BOX REMIRED TO 5E O J -BOX SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION O SPEAKER PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER DISCONNECT AIR GOND. uu DISCONNECT TV TELEVISION JACK EMERGENCY L ICsHTING [� DOOR CHIMES NOTE: =PHONE OUTLET5 4 TELEV15ION JACKS TO 5E DETERMINED E3Y BUILDER / HOMEOWNER -ALL RECEPTACLE5 IN NA51TA5LE ROOMS ARE TO 5E ARG FAULT AND TAMPER RE515TANT TYPE �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- LINE OF 15T FLR. BELOW I � I I I L--------------- L -------------L _ LINE OF 15T FLR. 5ELOUJ- f - SECOND FLOOR ELECTRICAL PLAN rA R C N I T E C T S -) DesionGrou��. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 8.2 0 10) � �I'll"II'I SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PRO JEC TSE: 2997.000/044R1 PAGE: SECOND FLOOR ELEC'T'RICAL PLAN ARCHffECT: STATE OF FLORIDA JAMWO AN .NELL 12079 D E: 5/21/18 ALE: 1/4"=l' -O" 8.2 0 10) SHALES OR TILE (PER 5LDR) REFER TO DETAIL 1/02 FOR GABLE NOTE: NOTE: OVER *30 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED INSTALLED PER SECTION 8905 OF THE FBGR, RE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. �' 6TH EDITION (2011) GABLE ROOF TRUSS 8' CMU BLOCK L)0 NOT EXCEED S" CMU BLOCK L)0 NOT EXCEED OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES " DRYWALL METHOD PER 'NAILING SCHEDULE' AT FIRST (2) BAYS P.T. Ix4 or i'x4' MIN. DRYWALL P.T. or 'x4" MIN � � WINDOW/DOOR JAMB (4'-0' D.C. SHEATHING SEAMS) (SEE WII )=OOR JAM BLOCK 1x4 or 1x2 P.T. NAILER (SEE wfN OWOOR JAMB BLOCKM Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 2x6 SUB -BAN DOOR CASING 4 SCHEDULE 5TIFFVENTED ALUMINUM SOFFIT OVER 4GK , HALL UPRIGHTS DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW �r OVER 4'-10" HIGH MEMBER w/ (2)12d NAILS S' FROM S TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BIOCKII�Ks (ATTACHED TO BLOCKING P.T. 1x4 or 'x4° MIN- (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS EACH END and � 18' O.C. MAX PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/ Yz' x 9' 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (1) a' TAPGON (MIN. EMBEDMENT 141) WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4 Or +%"} WINDOW TO BLOCK (+3"} 8' FROM EACH END and 0 18' O.C. MAX METHOD PER "NAILING SCHEDULE') (6' MIN. EMBEDMENT 0 32' O.C. MAX) or DOOR JAMB TO BLOCK (+Y4 or + % } DOOR JAMB TO BLOCK (+3 } (1) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE A A A A AIA A 4A 4E 6 18' O.C. Max w/ 12d NAILS a 8' O.C. MAX SCALE: r=r-m' : ��=��-®� MIN. SHANK SIZE .145 7B ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. HEAD SIZE 300MIN. EMBEDMENT 1 TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SGREE INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE: NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.C. MAX SHIM AS NEEDED ftFF SHIM AS NEEDED P.T. 2x4: CED COATING MIN. (PER ASTM ATT OR BLOWN- IN INSULATION TO PLUMB JAMB. TO PLUMB JAMB. SECURE TO BLOCK wl (1) ' TAPCON G926) OVER CM (R -VALUE PER ENERGY CALCS) DO NOT EXCEED' DO NOT EXCEED' F1 (MIN. EMBEDMENT 14') 8 FROM EACH " GYPSUM BOARD OR HIGH STRENGTH 8' CMU BLOCK END and s 1S' O.C. MAX CEILING BOARDDRYWALL 8' CMU BLOCK i" or BLOCK WALL SECTION — GABLE ROOF ONC. FILLED U -BLOCK w/ (1) 05 P.T. 2x 2 DRYWALL (1) DRIVE PIN, 8' FROM EACH ENE) and (SEE WMDOWVDooR JAMB BLOCKING1x4 or 1x2 P.T. NAILER P.T. 1x4 or"x4" MIN 1x4 or 1x2 P.T. NAILER 18' O.G. MAX 1 S�-E STORY SCALE: sia°=r-0' CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING (SEE WfNDOW/DOOR JAMB BLOCKING 'OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL MIN. EMBEDMENT 1' 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 IS' O.C. MAX (ATTACHED To BLOCKING OVER #30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2x6: INSTALLED PER SECTION 8905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)' TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 7'2) 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 Y"} THROUGH NON-STRUCTURAL MEMBER (Ix or a' OSB) END and a 18' O.C. MAX METHOD PER 'NAILING SCHEDULE' 4B SCALE: 11,44, w/ ' TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8' FROM EAGH ENE) and RE-ENGINEEREp ROOF TRUSS 6 18' O.C. MAX (PER PLAN EMBEDDED STRAP ATT OR BLOWN- IN INSULATION WINDOW TO BLOCK (+3Y 6" } MIN. SHANK SIZE .145 (R -VALUE PER ENERGY CALLS) NOTE: MIN. HEAD SIZE .300 SHIM AS NEEDED 4F DOOR JAMB TO BLOCK (+3 16 } MIN. EMBEDMENT 1 4' METAL DRIP E V. TO PLUMB JAMB. P 2x6 UBB'GYPSUM BOARD OR J' HIGH DO NOT EXCEED' .T. 2x8: AND-- STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2) TAPCONS VENTEDCNC. FILLED U -BLOCK w/' ALUMINUM SOFFIT (l) 05 CONTINUOUS REBAR DRYWALL NOTE: (MIN. EMBEDMENT 149 8 FROM EACH ,PER PLAN (SEE WINDO=OOR JAMB BLOCKING Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and a 18' O.C. MAX CAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT ' OSB (4' WIDE MIN.) TO PLUMB JAMB. or WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DO NOT EXCEED ' (2) DRIVE PINS, 8' FROM EACH END and ATTACHMENT PER MFR. PER PLAN) DOOR JAMB /WINDOW DOOR CASING � 9 18' O.C. MAX SPECIFICATIONS— (ATTACHED TO BLOCKING 8' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS �a DRYWALL MIN. HEAD SIZE 300 9 " MIN. EMBEDMENT' 1 ' NOTE: P.T. 1x4 or � x4 MIN. 1x4 or 1x2 P.T. NAILER STRUCTURAL 2x MUST' BE ON OUTSIDE t SECURED (SEE WINDOUCCOR JAMB BLOCKING P.T. lx (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR ATTACHMENT (R -VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER llx or �' OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN w/ " TAPCON MIN. 14' EMBEDMENT INTO BLOCK Em PLACE SILL (PER BLDR��-- GYPSUM WALL BOARD MEMBER w/ (2)12d NAILS 8' FROM --BOOR JAMB / WINDOW SECURE To BLOCK w/ (1) TAPCON EACH END and 9 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14') 8' FROM EACH COATING MI>`Gl�(P�RIT�T�M----(1) �5 REBAR VERTICALLY IN WINDOW „ '" TO BLOCK (+ 1 1%6 } PER MFRS SPECIFICATIONS) END and is 18 O.G. MAX CONC. POURED CELL NOTE: or C926) OVER GM (IoCATION PER PLAN) DOOR JAMB TO BLOCK (+1 1%6"} NOTE: 2x MUST OND or DRIVE PIN, 8' FROM EACH ENp and 8° CM RAL BE UTSIpE 4 SECURED P.T. FURRI8' O.C. MAX ' NG STRIPS lb' O.C.OC4C SCALE: �,_I,-m, THROUGH NON-STRUCTURAL MEMBER (lx or a' OSB) MIN. SHANK SIZE .145 W/ ' TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAL) SIZE 300 D BASE MIN. EMBEDMENT 14" SHIM AS NEEDED WINDOW TO BLOCK (+3 716"} a a° a TO PLUMB JAMB. DOOR JAMB TO BLOCK(+3 % " P.T. (2) 2x6: a 6 CRETE SLAB DO NOT EXCEED' 4G SCALE: �,_I,-®, SECURE TO BLOCK w/ (2) TAPCONS . • . (SEE FOUNDATION PIAN FOR SIZE (MIN. EMBEDMENT 1 8' FROM EACH ANL) REINFORCEMENT) 8' CMU BLOCK END and 18' D.C. MAX XTERIOR WALL FOOTING' DRYWALL TFT U T BLOCK WALL SECTION —HIP ROOF (SEE FOUNDATION PIAN FOR SIZE P.T. 2x 1x4 or 1x2 P.T. NAILER UPLIFT P 0 l,lrt5 Ib or (21 DRIVE PINS, 8' FI�°'I EACH END and 2 r AND REINFORCEMENT( (SEE WIND=OOR JAMB BLOCKING SIMPSON WT620 w/ (10) 10d NAILS TO TRUSS 4 sn�GLE STORY SCALE: 3/41011-01-m' FASTENER SCHEDULE FOR ATTACHMENT) P.T. Ix (4' WIDE MN) (4) 4'X2 �' TAPGONS INTO BOND BEAM -ENGINEERED 9 18' D.C. MAX POOR CASING for EQUIVALENT INSTALLED PER MFR'S SPECS S MIN. SIZE .145 DOOR JAMB /WINDOW MIN.. HEAD SIZE 300 ' BATT INSULATION ADHERED TO CEILING ' GYPSUM BOARD OR' HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM (ATTACHED TO BLOCKING ONTINUOUS BOND MIN. EMBEDMENT 141 BOARD (R -VALUE PER ENERGY CALCS) STRENGTH CEILING BOARD (2) SIMPSON WT520 EACH SIDE OF TRUSS w/ NOTE: (10) 10d NAILS TO TRUSS4l4) 4'X2 4° TAPGONS STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED P.T. (2) 2 INTO BOND BEAM x8: THROUGH NON-STRUCTURAL MEMBER (lx or a° OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS)SECURE TO BLOCK wl l2) 4" TAPcON6 w/' TA N. 14' EM 1 �) 8' FROM PC MI EMBEDMENT INTO BLOCK (MIN. EMBEDMENT OM EACH END and 1 18' O.C. MAX TAPCONS MIN. or OPENING 22'x 30" MIN. OD CASING AT SIDE WINDOW TO BLOCK (+2"} 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS 2' APART g 18' O.C. MAX 3 AuJooSEAL CASKET BETWEEN DOOR JAMB TO BLOCK (+2 Y } TRUE — MIN. SHANK SIZE .145 SCALE: NTE. E) NG GYP. 4D S ANCHOR RETRO FIT MIN. HEAD SIZE 300 BOARD (TYP) SCALE. 1 -� -0 5 SCALE: N.T.S. 1 MIN. EMBEDMENT 1 4 ARCHITECTS Desi2Grouo1 . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/04481 PAGE: SECTIONS/ DETAILS AFCHffECT- STATE OF FLORIDA DAT . 5/21/18 S C ALE: SHEET Impoovvoo� SUBDIV. 8c LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/04481 PAGE: SECTIONS/ DETAILS AFCHffECT- STATE OF FLORIDA DAT . 5/21/18 S C ALE: SHEET NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %8' .131 110,000 RING ROOF DIAPHRAGM - ASPHALT SHINGLE (16-20 RINGS 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED Xr,' O.S.B. or,�' COX PLYWOOD - ed RING SHANK GUN NAILS 0 4' O.G. a SUPPORTED PANEL 4 LOCATION PER PLAN) ROOF TRU55 ROOF TRUSS EDGES AND ed RING SHANK GUN NAILS s 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ed RING SHANK GUN NAILS 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)V x V 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. a : ANCHOR BOLT w/ 2' WASHER SET IN SIMPSON OR USP HIGH —DOUBLE TOP PLATE TO STUD --iJOUBLE TOP PLATE t0 STUD ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL STRENGTH EPDXY (6 MIN. w/ SIMPSON SP4 (USP SPT4) w/ SIMPSON SP4 (USP 5PT4) EMBEDMENT) 32" O.G. MAX 32' O.G. MAX %a CDX EXTERIOR PLYWOOD or N32' APA -RATED 0.5.8. (AS PER MANUFACTURER'S L 2x STUDS a 16" O.G. MAX 2x STUDS tv 16' O.G. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS a 4' O.C. 9 SUPPORTED PANEL NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND 8d RING SHANK GUN NAILS * 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ,. LOCATED 6' FROM TOP AND ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 4' O.C. EDGEWISE. TOP CHORD BLOCKING 0 4' cu BOTTOM E (1) NEAR MID -CENTER 2x CONTINUOUS STRESS BLOCKING 6 MID -WALL _..----2x GONTINl,10U5 STRESS BLOCKING 0 MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.G. MAX IN FIRST (2) FRAMING SPACES a EACH EN-�, EXTERIOR WALL SHEATHING PRE-ENGINEERED TRUSS 0.5.5. or V PLYWOOD or 3�' ZIP BOARD SYSTEM - ed RING SHANK GUN NAILS 4' O.C. g or RAFTER #' GYPSUM WALL BOARD j'GYPSUM WALL BOARD PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING ROOF SHEATHIN 1) 05 REBAR VERTICALLY IN SHANK GUN NAILS 9 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL SECURE BOTTOM PLATE TO SLAB w/ (LOCATION PER PLAN) x 9' ANCHOR BOLI w/ 2" WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A$ AN ACCEPTABLE FASTENER FROM n SET IN SIMPSON HIGH STRENGTH ANY MANUFACTURER zEPDXY (OR CA E0 RE BOTTOM PLATE TO EMBEDMENT MIN. SALE O.C. MAX NAIL REQUIREMENTSF; ONGRETE SLAB SLAB w/ (U 10d CUT NAIL tv STUD TO BOTTOM PLATE w/ (SEE FOUNDATION PLAN FOR SIZE 32' O.G MAX SIMPAON APA (UAP SPT4) G 32" SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %8' .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT)° M ° O.G. MAX BUILDING LENGTH Al NCRETE SLAB Q ° CRETE SLAB -�—INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE �- ' (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END LAMING 4 AND REINFORCEMENT) • NTERIOR BEARING WALL FOOTING NTERfOR BEARING WALL FOOTING a FOOTING WAL IOR L G 56 RING SPANK GUN NAILS Q 4' O.G. XtER(SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP E BOTTOM EDGES (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) . . , . . . . . . . . INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT 2 SCALE- 3/4'•I'_0' 'a 1 1 A SCALE: 3/4 , -@ 4B SCALE: 3/4'=1'-0' z , Q Lu c 8d RING SHANK GUN NAILS g 6' O.C. IN FIELD w PRE-ENGINEERED PRE-ENGINEERED 8001= TRUSS ROOF TRUSS 4'=01 MINIMUM OVERLAP FOR TOP PLATE 5PLIGE Lu _ 5ECURE TOP PLATE5 w/ 16d COMMON NAILS 1@ 4'0.-C. 2-ROW5, 5TAGGERED Q TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING a (0.5.5. t0 BE STRUCTURAL GRADE) TOP PLATE OUBLE TOP PLATE TO STUD Lu w/ SIMP50N SP4 (USP SPT4) v 9%0 2x WOOD or METAL STUDS 32' O.G. MAX ° cx 6 24' O.C. MAX 2x CONTINUOUS STRESS ? _ _..._ _1111.,_ _1111 ..... _ _. (kle)r i nnn =A01Mr..s z O.C. IN FIELD . z z or 2UNLESS NOTED OTHERWISE -4 K a ed x 3' SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS V ®� ' ELECTRO GALVANIZED STRIP " a O DO NOT SPLICE TOP PLATES WITHIN 6 -0 SECURED w/ SIMPSON OR USP MSTA36 # o NAILS 12' O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL METHOD PE�Ro (LING SCHEDULE') . � � � � ��. t 4Cx SUBFLOOR (ATTACHMENT SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND m BEYOND THICKNESS OF THIS DETAIL APPLIES AT ALL EXTERIOR -ENGINEERED FLOOR TRU55 SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. -ENGINEERED FLOOR TRUSS . OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T 4 SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS 9 16' O.C. MAX (0.515. t0 BE STRUCTURAL GRADE) 3SCALE: 3/4'=1'-0' OUBLE TOP PLATE UNLE55 NOTED OTHERWISE " GYPSUM WALL BOARD j'GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS NOTE: PRE-ENGINEERED GABLE TRUSS BLOCKING * MID -WALL BLOCKING 0 MID -WALL DIAGONAL BRACE 6 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN EGURE BOTTOM PLATE TO SLAB w/ x V ANCHOR BOLT w/ 2" WASHER HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS 9 Ib" O.C. MAX SET IN SIMPSON HIGH STRENGTH DIAGONAL BRACE TO BE a ANY SPAN 15'-0' OR (4'-0' O.C. 6 SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) b" GREATER (REFER TO TRUS5 ENGINEERING FOR 2) 2x4 SYP "2 DIAGONAL BRAGS w/ (3) SECURE BOTTOM PLATE t0 EMBEDMENT MIN. 32" O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENtJ 12d NAILS a EACH TRUSS (DIAGONAL0'-0' - 30'-0' USE (1) X -BRACE SLAB w/ (1)10d CUT NAIL � STUD TO BOTTOM PLATE w/ X -BRACING TO COVER 5-TRU55E5 32' O.C. MAX SIMPSON SP4 (USP SPT4) 32' 30'-1" - 60'-0' USE (3) X -BRACE 4 •" (1) X -BRACE g CENTER 4 (2) BRACES ° , °a as a. a . 4a ° a. O.G. MAX DIVIDED EQUALLY FROM CENTER t0 END Q NGRETE SLAB a a CRETE SLAB ' • • (SEE FOUNDATION PLAN FOR 51ZE • • • (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFF5ACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING --INTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING) AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L. B. W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 7 y y y y YLL 5A SCALE: 3/4'= r -0' 5B SCALE: 3/4'4-0' SAME X -BRACING REQUIREMENTS) W T. 2x4 RAT -RUN ATTACHED TO EACH GABLE X -BRACING TRJ55 w/ (2)12d NAILS 1 INSTALLED 0 MID -POINT OF TRUSS SPAN SCALA: 3/4'4-m' or 10'-0" O.G. MAX A R C H IT E C TS LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/04481 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA LL D �.-5/21/18 S ALE: SHEET D 2 �ovvovvooaJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/04481 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA LL D �.-5/21/18 S ALE: SHEET D 2 2x RIDGE ONE SIZE LAMER THAN -ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL I* COLLAR TIE 6 EVERY OTHER m 1l14l1"+ RAFTER w/ MIN. (3)12d NAILS or 'GYPSUM BOARD OR ON Ilh�l MIN. (4) 10d GUN NAILSo J' NIGH STRENGTH CEILING IMPSVTGR or USP VTt hh � 2x ��.�� , • , • BOARD SPACING (l) a EACH END AND 6'-0" O.C. MAX 1x8 NAILER SECURED t0 TRUSSES ° ° INGLE 2x TOP PLATE BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS 6 EACH CRUSGYPSUM WALL BOARD (II'I'jlj Ll IIIhh4 II II'I'1 2x WOODS STUDS 6 24' O.C. RAFTER t0 TRUSS w/ SIMPSON (SIZE PER PLAN) o MT512 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION wl SIMPSON or USP MSTA24 o SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ CONVENTIONALLY FRAMED ROOF (3) 12d NAILS O EACH END. 4 sCAL: 3/4'=r-�' -ENGINEERED ROOF TRUSSES BLAB w/ 10d MASONRY TO OF DECKING OVER PRE-ENGINEERED ROOF TRUSSES NAILS / 32' O.C. MAX TYPICAL VALLEY TRUSS CONNECTION 1 WALE: 3/4'=�'-0' 2x4 SECURED d � �AG� ui��' UPRIGHT CRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2)12d SPACED (6' - 8' O.C. MAX SIZE AND REINFORCEMENT) •a a a —WATER RESISTANT BACKERBOARD a a (DENSHIELD) 2x4 RAFTER 6 24' O.C. 1/2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 INTERIOR NON—BEARING WALL or 8' CMU BLOCK WALL MAPELASTIC AQUA DEFENSE WATER PROOF BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'4-0' MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES)x4 BLOCKING EACH RAFTERENGINEERED TRUSS 2� AULK BEAD BETWEEN DENSHIELDf P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED 16' O.G. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) YARDS PER PLAN INSTALLATION SIMPSON 142.5A or USP RTIA 1' N SUM ARD OR R PAN EACH RAFTER TAIL CONNECTI 2 STRENGTH (F18ERGLA55 OR CERAMIC)SIMBOARD SIMPSON L30 or USP A3 s/' TOP CHANNEL l25 GAUGE) 6 TOP OF EACH RAFTER CONNECT( TDP CHANNEL t0 TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH TRUSS 2 SCALE: 3/4'=1'-0' 5 FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'4-0' j' GYPSUM WALL BOARD 3 S/" METAL STUDS (25 GAUGE) 24" O.0 w/ FULL LENGTH LAYER OF CAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, A CURE 2x TO CMU w/ (2) V x 3' TAPCONS ATTACHED To EACH SIDE a 12' O.C. WITHIN 8° OF EACH ENp AND X18' O.C. MAX CURE 2x4 FLAT t0 GAUGE) BOOM CHANNEL or CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER a 32' O.G. MAX. 4 MIN. EMBEDMENT OF I Y4') WITHIN 8' OF EACH END AND *18" O.C. MAX Fol ig - o CRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING ° SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD L PER "NAILING SCHEDULE")�U- a3 ECURE 2x6 MIN. TO BLOCK w/ c .T. 2x8 STUD BLOCK TE (2),Y x 9" ANCHOR BOLTS w/ 2' STUD: GAUGE IS HEIGHT SPECIFIC. CONSULT o B WASHER SET IN SIMPSON or USP w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY ROUGH OPENING (UP TO S' -O') (MIN. 6° EMBEDMENT) z INTERIOR NON—BEARING WALL 7B 0 0 o NATAL STUDS SCALE. 3/4'=1'-0' SECURE 2x(b MIN. TO BLOCK w/ (3),z' x 9' ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC. POURED PRECAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' 0926) OVER EMBEDMENT --8' CMU BLOCK .d d•' ATHER STRIP MOLDING AROUND DOOR " C Q (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD SCUD SECURED TO FILLED CELL w/ (3)' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. RUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I' MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME A SECTION GARAGE DOOR BUCK ATTACHMENT SECTION RO°M ALVANIzED STEEL VERTICAL TRACK 3 SCALE: 3/4'4-0' 6 (BY OTHERS - INSTALLED PER SCALE: 3/4'=I'-0' B : �T� MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DAT %21 /18 SC E: SHEET D3 \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA DAT %21 /18 SC E: SHEET D3 A R C H IT EC TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 INGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) BATT OR BLOWN -IN INSULATION REFER TO DETAIL 102 FOR GABLE (R -VALUE PER ENERGY CALCS OVER "30 FELT PAPER (OR APPROVED OVER X30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS PRE-ENGINEERED ROOF TRUSS EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION 8905 OF -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. tv SHEATHING SEAMS) 2x6 SUB -BAN ' GYPSUM BOARD OR �' HIGH METAL DRIP ED 11/2' STRENGTH CEILING BOARD Zx6 SUB -B =IL VENTED ALUMINUM SOFFIT SIMPSON SP2 (USP SPT24) a EVERY VENTED ALUMINUM SOIT T11=fi8ACK AT ALL UPRIGHTS VER 4, HIGH (TRUSS EXTERIOR BEARING STUD. = 2 x 2' WOOD SCREWS FOR CONDITIONS WHERE TRUSS AND PER PLAN AS PER ENGINEERING) = ALL SPACER ���� STUD LINE-UP, USE A SIMPSON H10A t. 2x4 RAT -RUN ATTACHED t0 DOUBLE TDP PLA (USP RT16A) EACH TRUSS w/ (2)12d NAILS 2x4 STUDS a 16' O.G. 141: WINpOW HEADER ALL INSULATION INSTALLED g MID -POINT OF TRUSS PER PLAN TEXTURED CEMET1TItfDUS GOAT( MIN. NGlR-VALUE PER ENERGY CALCSl SPAN or 10'-0° D.C. MAX(SIZE 2x8 BLOCKING ' TEXTURED CEMENTITIDUS COATING MIN, ENDOW (PER PLAN), ATTACHMENT (PER ASTM C926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION _ - SECURED w/ (3)12d (PER ASTM 09261 OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED PER MFR SPECIFICATIONS (R -VALUE PER ENERGY CALCS) _ �` NAILS EACH EN EXPANDED METAL LATH, OVER APPROVED .omoovovoo 2 -LAYER WATER RESISTANT BARRIER, OVER - 2 -LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT SECURE 2x4 TO DBL TOP PLATE w/ %' x 6' , WALL SHEATHING (TYPE AND ATTACHMENT WINDOW SILL METHOD PER 'NAILING SCHEDULE' THRIJ-BOLTS 0 32' O.C. MAX, then SECURE GABLE _ METHOD PER 'NAILING SCHEDULE') WALL INSULATION t0 2x4 w/ 12d NAILS -8 8' D.C. MAXi in' CONTINUOUS 2x4 w/ (4) 16d NAILS tv TOP ;EXTERIOR BEARING STUDS ENERGY CALCS (R -VALUE PER [SIZE AND SPACING PER NOTE "21, or SECURE GABLE TO DBL TOP PLATE w/ SIMPSON /11 _ RYWA - LL OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGA10 g 24° O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MAR'S SPECS) WALL MOUNT RAIL BLOCKING or SHEATHING MUST NOT BREAK WITHIN TAG SUBFLOOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ SIMPSON 1'-4' MIN FROM 2nd FLOOR LINE METHOD PER 'NAILING SCHEDULE') FWALL SECTION — GABLE ROOF MSTA24 is 32' O.C. MAX (or EQUIVALENT INSTALLED PER MFR'S SPECS) RAILING DETAIL CONTINUOUS 2x6 w/ (6)16d NAILS 9 3 SCALE: 3/4'-1'-m' scALE: xTs.RAME 4B SCALE: BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 FLOOR TRUSS 15 A NAILER FOR WALL SHEATHING 7H ' GYPSUM BOARD OR J' HIGH NOTE: BATT OR BLOWN -IN INSULATION INGLES OR TILE (PER 5LDR) STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALCS HANDRAILS WITH A CIRCULAR CROSS OVER #30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE [)DEC) STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE �-ENGINEERED ROOF TRUS EQUAL) INSTALLED PER SECTION 8905 OF CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST I INCHES (32 MM)DOUBLE TOP PLA /� THE F5CR, 6tH EDITION (2010 (1) 05 CONTINUOUS A •' REB CAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM), n WINDOW (PER PLAN), (SIZE AND REINFORCEMENT IF THE HANDRAIL IS NOT CIRCULAR, IT y y y y y y y Y y DYER ROOF SHEATHING (TYPE AND ATTACHMENT PER MFR. PER PLAN) SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP ED ATTACHMENT METHOD PER NAILING SPECIFICATION AT LEAST 4 INCHES (102 MM) AND NOT 2x6 SUB -BA SCHEDULE') MA4X GREATER THAN 6 4 INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT Mir e OF 2 INCHES l51 MMR. EDGES SHALL HAVE TEXTURED GEMENTITIOUS COATING MIN 'GYPSUM BOARD OR J' HIGH ALL INSULATION z x A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM 0926) OVER PAPERBACK STRENGTH CEILING BOARD PRECAST OR PAIRED IN (R -VALUE PER ENERGY GALLS) EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP SPT24) EACH 2X8 STUD PLACE SILL (PER BLDR(— i 2 -LAYER WATER RESISTANT BARRIER OVER UPLIFT CONNECTOR ® GYPSUM WALL BOARD �' WALL SHEATHING (TYPE AND ATTACHMENT ,000* — " TEXTURED CEMENTITIOUSMETHOD —ll) �5 REBAR VERTICALLY IN PER 'NAILING SCHEDULE' COATING MIN. (PER ASTM CONC. POURED CELL HILL WALL C926) OVER (LOCATION PER PLAN) THE CLEAR SPACE 2x8 SYP 02 WOOD STUDS 12' O.C. MAX 4 P.T. FURRING STRIPS 9 16' O.C. BETWEEN THE DIAMETER ANCHOR BOLT g 8' HANDRAIL AND THE 12' O.C. MAX w/ 1' EMBEDMENT - WALL SHALL BE 1 V w/ 2' DIAMETER WASHER�' GYPSUM WALL BOARD ---WOOD BASE yp 2x8 SYP 02 WOOD STUDS 9 12' O.C. MAX IMPSON SPI (USP SPT22) 42' KNEEWALL a EACH 2x8 STUD a°. .a a a 7B I) COURSE TIE -BEAM POURED SOLID w/ d d DNCRETE SLAB : < • . CONCRETE w/ (l) S REBAR HORIZONTALLY a (SEE FOUNDATION PLAN FOR SIZE CONTINUOUS HANDRAIL a ' ` CAST LINTEL d- , a AND REINFORCEMENT) 34" MIN. TO 38' MAX ASF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT XTERIOR 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 1 Two STORY : 3/4'4-0'4A STAIR HANDRAIL Tub STORY SCALE: 3/4'=1'-0' z PRECAST OR POURED IN o PLACE SILL (PER BLDR — o 16d NAILS 19 8 O.C. MAX �' TEXTURED CEMENTftIOUS COATING MIN. (PER z TEXTURED CEMENTITIOUS � COATING MIN. (PER ASTM ALL INSULATION 2x4 BLOCKING -8 EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL � tz C926) OVER CM (R -VALUE PER ENERGY CALCS) INTO TRUSS w/ (4)16d NAILS a EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT ONTfNUDUS 2x4 w/ (4116d NAILS TOP n GYPSUM WALL BOARD 3/4' TSG SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND OF FLOOR TRUSS (TDP 2x4 SUPPORTS o � ' FURRING ATTACHMENT METHOD PER 'NAILING SCHEDULE' BOTTOM PLATE 01= 2nd FLOOR WALL) a o P.T. STRIPS a IV O.C. METHOD PER 'NAILING SCHEDULE' %' TSG SUBFLOOR (ATTACHMENT 1) 05 CONTINUOUS REBAR 16' O.C. MAX, 1N ed RING SHANK NAILS a 4' O.C. XTERIOR BEARING SCUDS [ SIZE AND SPACING PER NOTE METHOD PER 'NAILING SCHEDULE') o p z °� CONCRETE POD CELL a UTE MAX INTO SLOCKIN 021, UNDER CATEGORY TIMBERm a �zz (VERIFY PER PLAN) PRE-ENGINEERED FLOOR T ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS �' _ �, N z ° _WOOD BASE 2'-�' E.MBEDDED ST -----CONTINUOUS RAP Zx6 w/ (6)16d NAILS a m ® (MIN. IN SLAB) REBAR 48' LONG w/ 6' HOOK 2x4 BRACE g 48" D.C. w/ (5) 12d NAILS •� 7B Cor EQUIVALENT) 7B BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 IS A NAILER FOR WALL SHEATHING) � Z4' O.C. (MIN. 24° IN SLAB) EACH EN - (PER PLANT o dQ a a ' GYPSUM BOARD OR J' HIGH •' � a.. —�4° CONCRETE REINFORCED w/ FfBERMESH At Q STRENGTH CEILING BOA �:� �' TEXTURED CEMENtIT10US � M. csJ Z d a. a Q A RATE OF .151bs PER CUBIC YARD ON 6 -MIL CONC. FILLED U -BLOCK w/ COATING MIN. (PER ASTM .. 0926) OVER CMU 4•. �, GYPSUM BOARD OR HIGH _ N o ^ " POLY ETHYLENE VAPOR BARRIER ON WELL p.d (1) 05 CONTINUOUS REBA STRENGTH CEILING BOARD 11 d d COMPACTED CLEAN TERMITE TREATED FILL NOTE: z ,�' �° �° �' 31 "5 REBAR ON CHAIRS STRUCTURAL SHEATHING MUST NOT C. FILLED U -BLOCK w/ m o FLOOR TRUSS CONNECTION BREAK WITHIN 1'-4' MIN. FROM 2nd PERPENDICULAR (1) 05 CONTINUOUS REBAR 2 SCALE: 3/4'4-0' PARALLEL TO FLOOR LINE BLOCK TO BLOCK OPEN TO ABOVE WALL 2 SECTION Two STORY SCALE: 3/4'=1'-O' A R C H IT EC TS Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MO DEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA DAT : P X21 / 18 SCA SHEET .omoovovoo , SUBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MO DEL: BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA DAT : P X21 / 18 SCA SHEET MSTCM40 1/16' 06.8. %EATHING OR ( INSTALLED ON TOP OF 1/2' COX PLYWOOD WAIL SHEATHING 2x4 EXTERIOR WALL A STNS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 ( INSTALLED ON TOP OF 1/16' 0.6$. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD X6 EXTERIOR WALL STUDS 2)(6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER SCALE: KM 1/16' Oh.B. SHEATHING OR MSTCM40 1/2' CDX PLYWOOD ( INSTALLED ON TOP OF WALL SHEATHING 8 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW — 2x4 WALL M57CM40------\ (INSTALLED ON TOP OF WALL SHEA?HMCs 1/16'0h.15. SHEATHING OR 1/2' CDX PLYWOOD -- 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW — 2x6 WALL EXTERIOR STUD WALL — INSIDE CORNER SCALE: NM 1/16' os$ SHEATHING OR 1/2' COX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) lbd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TACCONS NOTE: MINIMUM END AND SAGE DISTANCE FOR TI7EN SCREWS 16 IV 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) Ibd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS HTT-4 SECURED TO STUD W/ (20)10d X 1 i' NAILS PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1116' O.S.B. SHEATHING OR 1/2" CDX PLYWOOD 5/8' A.T.R. BEARING POST/ 5EARING STUDS (PER PLAN) EXTERIOR STUD WALL - CORNER TO POST SCALE: N.T.S. MINIMUM END AND EDGE DISTANCE FOR TI1EN SCREWS 16 IV 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: KTjb. MASONRY WALL ELEVATION VIEW B SCALE: Kt.S. 2X EXTERIOR WALL STUDS SECOND FIN. FLR. TOP OF WALL PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAM) NTT -4 SECURED TO STUD W/ (20) 10d X I i' NAILS 50 A.T.R. IN NIGH STRENGTH EPDXY (MIN. 1' EMBED) FOUNDATION (PER PLAN) ' T 4 G SUBFLOOR GLUEr- NAILED AS PER NAILING SCH DBL 2x4 BOTTOM 1 2x4 EXTERIOR WALL 1/16' O.S.B. SHEATHING OR 1/2 ,,..,. PLYWOOD ' T t G SUBFLOOR GLUED ""' NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2Xb EXTERIOR WALL S 1/16" Oh.B. SHEATHING OR 1/2' PLYWOOD U PLAN VIEW - 2x4 WALL NC. FILLED LINTEL BLOCK W/ (1) S NTINUOUS RE5AR -4 SECURED TO STUD W/ (20)10d ' NAILS A.T.R. IN HIGH STRENGTH EPDXY X1.1' EMBED) D5L. STUD REQUIRED W/ 2x4 WALL 1116' 0.6.5. SNEATNING OR 1/2' CDX PLYWOOD SECOND FIN. FLR TOP OF MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD L�f PLAN VIEW - 2x6 WALL ELEVATION VIEW C SCALE: Kt& EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: KtB IC. FILLED LINTEL BLOCK W/ (1) S ITINUOUS REBAR •4 SECURED TO STUD W1(20)10d I' NAILS A.T.R. IN NIGH STRENGTH EPDXY w 1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X I k NAILS 5/8" A.T.R. IN NIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (U 45 CONTINUOUS REBAR A R C HI T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #. 0003325 r � \000000000 S UBDIV. & LOT: KENSINGTON RESERVE (LOT 44) MODEL+ BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000 044R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE FLORIDA DA N4!�/21 /18 8C i NOTE: CURE EACH KING STUD TO TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON, SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT6) FLOOR LINE EXTERIOR 5EAR11�x STUDS -ENGINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF [SIZE AND SPACING PER NOTE 011, CONNECTOR (VERIFY w/ TRM PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] �IIIIIIIIII OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4) Ibd NAILS a TOP CRIPPLE STUDS a 16' O.C. MAX OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALLKING STUDS (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLA SIMPSON MTS11 or USP MTWI2 TO LEDGER a 24' O.C. REQUIREMENTS" CHART' ON FRAMING PLAN PRE_ENGINEERED ROOF TRUSSES -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN) —SECURE JACK STUDS t0 HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTS SECURED TO TRUSS w/ %' x 5` L L L (EACH SIDE OF OPENING) LAG SCREWS Is 24' O.C. MAX a: DDED STRAW ----JACK STUDS CONTINUOUS 2x6 w/ (b) 16d NAILS a (PER PLAN) (SEE 'MINIMUM WALL AND HEADER STUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 • ° CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN 15 A NAILER FOR WALL SHEATHING) (SIZE AND REINFORCEMENTFOR DOOR /WINDOW DETAILS AND SPECIFICATIONS) PER PLAN) OPENS XTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, LEDGER CONNECTION AT FLOOR TRUSS ODER TIMBER ON 1, ScE: 3/4 x /11 GENERAL NOTES SHEET GN)] CURE EACH JACK 4 KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER NOTE: or USP SPT4 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN 1'-4" MIN. FROM 2nd CURE BOTTOM PLATE t0 SLAB w/ STUDS, SECURED BETWEEN FLOOR LINE TRUSS BAYS w/ (3)12d NAILS a XTERIOR BEARING STUDS V x S' ANCHOR BOLT w/ 2' WASHER 0 EACH PRE-ENGINEERED ROOF SIZE AND SPACING PER NOTE 021, SET IN SIMPSON HIGH STREIsTI4 2x STUDS SPACING PER PL UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) 6' MTS12 EVERY STU GENERAL NOTES SHEET GN)] EMBEDMENT MIN. , 32' O.C. MAX 2x BOTTOM PLa EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE AND SPACING OF STUDS 4 PER PLAN SIMPSON MT612 or USP MTWI2 SCS: 3/4'-1"Ar IW STORY 6C."s 3/4'0-ir TO LEDGER a 24' O.C. -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGERSECURE EACH KING STUD TO TOP PLATE w/ - -IMPSM SPS or USP SPTS SECURED TO TRUSS w/ ' x 5' SIMPSON SP4 or USP SPT4 a TOP 4 BOTTOM LAG SCREWS a 32' O.C. MAX (FOR 2x6 WALL USE SIMPSON SPb or USP SPT(v) q: BEDDED STRAP (PER PLAN) -ENGINEERED TRUSSES w/ TRUSS -ENGINEERED TRUSSES w/ TRUSS a CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERPY w/ TRUSS PLAN) "REGAST LINTEL (SIZE AND REINFORCEMENT TOP PLATE HEADER OUBLE TOP PLATE PER PLAN) -iCRIPPLE STUDS a 16' O.C. MAX WE PER FLAW G STUDS SIMPSON or USP MSTA24 LEDGER CONNECTION AT FLOOR TRUSSHEaDER (SEE 'MINIMUM WALL AND HEADER STUD a EACH JACK STUD P SCA.E.- 3/41.1-01 (SIZE PER PLAN) REQUIREMENTS' CHART ON FRAMING PLAN 2xS SYP *1 WOOD STUDS a 12' O.C. MAX. FOR DETAILS AND SPECIFICATIONS) WALL SHEATHING TO BE WITHIN %' OF CURE JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING w/ SIMPSON or USP LSTA12 MAX (TYPE AND ATTACHMENT METHOD PER NOTE: '1/16' 0.8.5. SHEAT�4ING OR 1/2' COX (EACH SIDE OF OPENING) o�rt►t� 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT PLYWOOD CONTINUOUS t0 BLOCK T. 2x4 W/ (4)160 NAILS a TOP OF ACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD ----(2) JACK STUDS l2) KING STUDS a EACH JOINT OF WALL AND INTERSECTING ROOF DECKING. FLOOR TRUSS DOOR /WINDOW REQUISS LENTS' CHART ON FRAMING PLAN SIDE OF OPENING (TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY t0 BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) OF 2ND FLOOD EXTERJOR BEARING STUDS 2X EXTERIOR SCUDS 146' O�S.B. SHEATHING OR in' CDx PLYWOOD OVER PRE-ENGINEERED SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON WITHIN b" FROM EACH END No Moles THAN 12 OZ. STAGGERED ROOF T1RU55ES T GENERAL NOTES SHEET GN)] NOTE: ROOF JACK STUD ASSEMBLY TO BE CONDITIONS MAY SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLI2 INDOW SILL w/ CRIPPLE STUDS a 16' O.G. CURE EACH JACK 4 KING STUD � TO 50TTOM PLATE w/ SIMPSON SP4 D IAMETER ANCHOR BOLT a 12' O.C. or USP SPT4 MAX w/ 1' T w/ 2' DIAMETER TOP OF WALL ATHING to LAP to TOP OF MASONRY WAIL. SHEATHING MUST NOT BREAK 1'-4' MIN. WASHER SIMPSON or USP MSTAM24 Is EACH JACK SECURED w/ (3)Y' x 1 !4 TAPCONS t0 • FROM 2ND FLOOR LINE CMU w/ MIN. 2' COVER t 2' APART PRE -ENGINES CONT. 2x6 w/ lb)16d NAI S s L +. .. 2xa BOTTOM PLATE FLOOR TRUSSES BOTTOM OF FLOOR TRUSS (BOTTOM 2X6 IS FOR WALL SEARING CONDITION SHEATHING NAILER) (PER PLAN) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2—STORY 3 5 . 7 � � �WALL PARALLEL SCALE: 3/41 s,1 & I MI\/ stow 6{/&E. 3/Y' 0-V 11W SIO � �WALL �7H�F'1M 3/41811-01 /4181 1 01 A R C H IT EC TS Dsi n Grou ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 8 m 0 L C stMDIV. de IAT: KENSINGTON RESERVE (LOT 44) MODElz BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE Of= R.OIIDA DAt /21 /18 Ilps �IIIIIIIIII �voovovvoo. 8 m 0 L C stMDIV. de IAT: KENSINGTON RESERVE (LOT 44) MODElz BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE Of= R.OIIDA DAt /21 /18 Ilps Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Sliding Glass Doors - DOUSLE PANE LOW E A R C H IT EC T 5 Desi n rouo G OU 12. 1 nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 stmx)rv. ad Lo KENSINGTON RESERVE (LOT 44) MODEL: 10 BISCAYNE BAY (VERSION#01) PROJECT& 2997.000/044Rl PAGE: WINDOW SCHEDULE AFX>inr=cT.- SUM OF FLORDA DATZ: P/21/18 3 Sliding Glass Doors -Vinyl FL# Windows 146,34 L04324.26 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) WISCRN ............................................................................................ _T 143 1/21, x 95 1/21, 0 190 Ij ................................................... 2 v ................................................ 16100 L0369270 EA 26 TW 1/2 EYEBROW WOW VINYL SH WHT W/GR & SCRN ..................... .. ..... ........ , . . ........ . .. .. .. .. 741/2 x 954, .. .. ....... ........ .. .. ... .. . ............. .. ­­-, .............. .. ....... .... ..... ..... .... ........ .. .. .............. ........ .. .. ..... . ..... .... ...... . ........... ...... . ... ........ 14534 ............................. L04-34206 ........... EA ................................................... 12/0 X 810 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147"X 96 . 1/2" I l_.l_..­­­.l I . .......... 16100 L0367192 EA .......... 26 TW WARCH . .... .. ...... . .. ­­­­ . .. .. .. .... ....... ..... ....... ....... . WDW VINYL SH W/GR & SCRN ........... :74 1/7" X_ 76" . ..... ..... 14634 . . .......... . L0429616 EA 16/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN ............................................................................................ ­,­­ .............. 191" X 96 1/2" - TO 286P ................................................... ................................................. 16100 ---- --------------------------------- L0297193 EA ...... .......... ­­­­­ ................ ­,­ . ....... . .............. 26 TWIN ..... ...... ......................................... .. .. ....... ­­­ .... ....... .. ................. ­ WDW VINYL SH CLEAR NO GR W/SCRN ............... . ......... .. . ......... ... - .......... - .. ................... ......... .. 74 1/2" X 72' .......... .. .- .................. . ....... .. .. - ................ . .. .. .... .......... 1-1.1-1- ............. ...... . ....... ......... ....... ....... 14,634 .............................. L.0354136 ........... EA .................................................. 5/0 X 6/8 DOOR SGD ALUM W/SCAN ----------- 62 1/4" X 811/2" 16104 1-11.1-.1111.111- . ..... ..... L0426486 EA .. .. . ...... 2626 FX . WOW VINYL W/GR . . 30" X 30" ------ 146,34 L0298912 EA 5/0 x 8/0 DOOR SGD ALUM (WHITE) W/SCRN 6.2 114" X 96 1/2' .. ....... ... ... ... ... ......... ... 16103 L0367491 ....... .................. ...... EA . .................... 11--.1.11 ......... 2640 WOW VINYL SH CLEAR NO GR W/SCRN ...... ......... .... .. .. ..... ... ­ ....... .. .. ........... .... .... .... ..... .. ........... ........... . ...... ... ................... . .... .. ........... ... 30" X 4V. ......... ­­­'..­,._­ . . . ................... ............ . ......... ......... . 14634 .... ........................ L0295466 ........... EA ................................................... 6/0 X 6/8 ................................................................................ DOOR SGD ALUM (WHITE) WISCRN . .... . ............ ..... ...... .......... . ... .......... ......................... ............................. ....... . . . ... ........... . 74 1/4"X 811/2" ......... . ..... . . .............. ........... . . .... ....... .. . ......... . ... ....... ........ ......... .... ...... . ........ .................. ... ..... .. .. ..... . . ..... . .............. ...... ............ . ....... . ...... 16104 .. .. ..... .. .. L0366994 ......... .......... ... . ..... EA .. .. ..... .. .......... .. .. ..... .. ...... ....... .. .. . .. .............. .2650 FX .. .. ........ ................................. ....... ....... ......... ..... . .. . ..... .......... ................. . ­._­­_.,-­ ............. ....... WDW VINYL SH CLEAR NO GR NO SCRN ............ . .... . .... . . . ---l . ......... ............ . ....................... ... ................. 30 P x 604 I--, .. . ....... 1-1 ------- - ­­ .............. .. ...... ......................... .14634 ........ ............... ....... L0295467 ...... EA ...... -------- 6/0 x 8/0 ...... DOOR SGDALUM (WHITE) W/SCRN 74 1/4�- X 96 1/2 ................................................... ..... . ............. 15317 . ...... L03S4138 EA . . . .............. .......... ... ... ... . . 2350 ......................... WDW VINYL CSMT W/GR & SCRN .. . ......... .......... ............. .... .. ........... .............. ........................... ...... .. ... ......... . ......... 32" X W ... ... .. . ...... .. . ... ... ..... . .. ..... ........ .. .. .. ..... .. . 14634 .............................. L0303298 ........... EA .................................................. 8/0 X 6/8 ........................................................................................... DOOR SGD ALUM (WHITE) W/SCRN 98 1/4 X 81 11V� . . ....... . ..... ................. ................................................. 16103 L104-04-40 ... .... .. . EA . . ................ .. ..... ... .. 2860 ..... .. .. ... ...... ....... . ..... "I.I.I.�...'�.-.,�",-.,.-".,.,.,.�1.1.,,.'I :WDW VINYL SH WHT W/GR & SCRN 3211 X 72 14634 ........ . . . ............ ........... ... . . ... ....... L03-10660 EA --- - ------- * .. . . . . .. ... ... . ........ .... 8/0 x 8/0 . ..................... .................... . ... . . . . . .... ........ DOOR SGD ALUM (WHITE) W/SCRN ....... . .. 98 1/4� X 96 1/2' ................................... * ................ ................................................ 16104 0296557 EA . . . . ............. .. . ....... . .......... . . . . 3/OX3/0 FX TMP . ..... WOW VINYL SH CLEAR NO GR ..... ............. ---l- -....1-1 ........ ... .... ............ ............ . ... 36 X 36gt .. ....... ...... .............. ............. ....... .... . . .. 14634 ...... ...................... L0329528 ........... EA ................................................... 9/0 x V8 ........................................................................................... DOOR SGD ALUM (WHITE) W/SCRN 108 1/2" X 81112" 16104 L0429520 EA .. . . ..... . .. ........... .... .... . ... ......... . ... ... 3024 FX* TEM P .. .... ........ -----l.___ . ­­­ .... . WDW VINYL FX CLEAR NO SCRN 36" X.28' 14634 �6 'i DOOR SGDALUM W/SCRN 109 112" X 96 1/2" 16103 L1040450 EA 3030 WDW VINYL SHWHT W/GR & SCAN --------- - --------- - ------- - --------- 36" X 36" . ..... .. . ............. - - ------ - - ---- - -- - -------- - - - ----------- - - -------- ------- - ---- - - ------ - - - -------- .... . .. --------- - - - - . . .... 16104 :L0317308 EA ------------ - ------ - -- - - - - - ----- 3030 FX -- - --- - - -------- WDW VINYL SH WHT W/GR & SCRN 36 X 36 VJtnvI FL# Windows 16103 L0298924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR 36' X 4W 16104 LW0340 EA 1/4X1/4 FX TMP WDW VINYL SH CLEAR NO GR - 16103 L0365362 EA 3030 Wj1/2RD WDW VINYL SH WHT WIGR & SCAN --1-1 - - - -- - ----- - -- - ---------------- ---------- 36" X 59" ....... . . .. . ........ . . . 16103 . ........ i - ---------- - ---------------------- - ------- &,G__R_W,_/_S_C --- R -N, ----------------------- --- - -------- - - -- --- - ------------- - --- - ------- - - 16104 t.0352195 - - - --- ----------------- EA - - ---- - - - ----- 3040 ------ ----------- WDW VINYL OVAL WHT W/GR 381! X 5211 1610.3 A & SCRN 20 1/v x so 5/8" 16103 304.0 WOW VINYL SH CLEAR NO GR W/SCRN 36 X .48" 16104 EA 1433 FX NO FLANGE WDW VINYL FX WHT kV/GR & SCAN 16" X 39 161.04 L03S4140 EA. 3040 FX WDW VINYL W/GR 36 X 48" 16104 17'f.)(39r' 1.6100 L0434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GA. W/SCRN ..... 109" X 48" .... . ..... ......... . ... 16103 ..... - ---- - ------------------ - -- 16100 iL0423,133 EA ------ 3040 TW 1/2 EYEBROW ........ ------ WOW VINYL. SH W/GR & SCAN 72 112" X 52" 16103 -1 - --------- - - - 16100 L043442.8 EA 3040 TWIN WOW VINYL SH CLEAR NO GR W/SCRN -------- 72 1/2" X 48" ------ - ------ �­­­­ ---- - -------- - -- - - - - 1.6103 ------- - -- - ---------- 'W", -0 W__ -VI N, Y_ ­L_ _S --- H,_W ... /'G' ... R ... NO .... S'C"R'-N ---- - - - - - -- ----------------------- - ----- - - ----------- - ... X ... 16103 L0423134 EA. - -- - ------ _1_-_____._.11 .. . ..... 3040 W/l/2 AND ----- - -- - - ---- - - - - -- - �11-1__­ WDW VINYL SH W/GR & SCAN ............ . .. . .. ...... ..... .. .... .... 36" X70 ................. ...... . .......... .. .... .. . ......... .. 16103 .. .. .. ..... .. ............ L04:301S6 EA ....... . .... ..... .. .. . ......... . ........... ... ........... .. ..... ..... ......... 1624 1--.-I.I., ............... .. .. ....... . .... ........ ... ..... ..... ......... ...... . .. . ... ....... ..... ..... ... ..... .. .. .. WDW VINYL SH W/GR NO SCRN .... ...... .. .. ....... .. .. .. ..... ..... .. .. .. .. .. .. .. ............. ...... ............. .. .. ..... .......... .. .. .. ........ .. ..... .. .. .. ..... ..... ........ ......... . 18" X 2816 . ........... .. . 16103 L029-8921 ..... ............. ..... EA .... ........ .... -------- - -- ..................... .... .... .. ....... ........... .. 3050 .. ..... . .. .... .. .. .. . .... .... .. . ..... ..... I..-.�l-..�..�..,.,..,.-�.1.1.1-.,.",.�.� ........... ... .......... .. .. ..... ..... . ........... ... ..... WOW VINYL SH CLEAR NO GR W/SCRN .... ............. .... .. .............. ------------ .... .... . .... . ....... .... ... ........... ....... . . . ..... . ......................... ....... . . ....... . ..... . ...... .. 3611 X 60" ..... . . . ............... I., ........ . ..... ­­.­ . ....... 16104 L0434427 EA ............ 16,34 FX .... ...... . .. I.I.�l.-I-1--,-.-.-,-.,..,.-.-.,..I .. . . ............. --------­--- WOW VINYL FX WHT W/GR ........... I .. . ........ ...... . ............. .............. . ............... 18" X 40" .... . ........ ..... . ...... I ........... ......... .. . . .... . . . ....... ............... . .. ........ EA ........................... .. ........... ....... . ..... . . . .. ................ .. . ................ ..................... 3050 ARCH TOP ..... ......... ..... .. . . . . .......... . ........ .. ..... . . ... . .............................. . ...... ... ......... ... . . WDW VINYL SH W/GR & SCRN . 36" X 64' 16104 ............................. L0439004 ........... EA .......... * ......................................... 1836 FX ARCH TOP ........................................................................................... WDW VINYL FX W/G9 & SCRN ................................................... ....................................... 20" X 46 * ......... 16104 1.11-1-1. 1. .. ... .. .... L0367489 EA 3050 FX WOW VINYL NO GR . .............. .. .............................. .... ............. ... ..... ........ ...... ...... . ..... . ............ ..................... 3611 x 6015 .... ..... . .... 11.1- .. . .... . ....... . . ........... .................. . . . .. ............... 16103 .. . ..... ..... -, 1 1- -.1 ----- - L0303300 ­-­- --------- -- . ..... - ­­- - EA .... ........... .... ­­- . ... ... - - ------ ............ . ....... . ....... . ...... . ........ IH2 FX TP .... .. . ....... ..... . ..... - --- ----------- ................. .......... . .... . ............ .................. ........ . ... . ......... . . ..... . ............. ...... . ... . . ................................... .... 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WDW VINYL SH NO GR W/SCRN .. .. ... .. ....... ....... ......... .. .. ....................... ..... . .. .. .. .............. . .. .......... .... .... ..... .. .. 27 1/2" X 38 3/8pl ....... ... . ..... .......... ... ..... .. .... .... 16100 . ... ....... L0298922 EA . .. ........... 3050 TWIN . ........... ............. .. ..... .. ......... WOW VINYL SH CLEAR NO GR W/SCRN ...... . ... ........ ..... ..... .. . .... . ........... . . .......... . . .. -1.1.1-1-1- .. .... 72 1/20 x 601 .. ll­l.l.­­.l.­­1_11 ...... .......... .. -._-__.l__....._____ ................. . ......... ............. 16103 L0317304 EA ...................... .. . . . . . ............. .......... IH4 ................... ........... .. ...... ...... .. .. . . . . . .... . . .................. . . . . .................... . .... .. . . . . . .... . ................ WDW VINYL SH CLEAR NO GR W/SCRN . ................ ... ...... ...... ... . ...... ..................... .. . .......... 27 1/2" X �50 5/8" ................... . ........... .... ...... ........... ......... . .................. 16100 L0354-148 ........... EA . ........ .... 3050-4050FX­3050 -------- . ................... . ........... .... ........... . ...... . .. --------- -------- ............. WOW VINYL W/GR & SCRN ........ .. .. ..... .. .. .... .. .... .. .. ....... .. . ....... ..... ..... .. .. ..... ........ ............ .. .. . .......... 121" X 60'! .. .... ........... .... . . ... . ..... .. . .. .. .. 16103 ............................. L0419869 ........... EA ................................................... lH4 W/l/2RD ............................................................................................................................................... WDW VINYL SH W/Gll & SCRN 27 1/2" X 68 5/8" ................................................ 16103 L0419409 EA ..... ........ .. .... ... 3056 ARCH TOP .. ........ . ..... ............... .. ..... . . WOW VINYL SH W/GR & SCRN ........ . ..... .... . ....... 3V X 70" ---- .............. .......... ......... . . .... . . 161.03, ........ . LO,319054 ... . ------ EA -- * -------- ­ ­-, _", ....... . ... 1115 . .......... ....... . .. ... ......... ..... ... ...... . ....... . .............. .......... . ..................... ............... .... -- --------- - ........... WDW VINYL SH W/GR & SCRN . ... ...... . ... . ..... .... ........... . .. ---- - ---------- ........... . 27 1/2" X 63 - - -------- ........................ .. ... .... .. ...... ...... ......... 1671.03 .... . . ... . .. ............. ... . .... . L0477376 . ...... EA . ....... .. .............. . . ..... .... ............ ..... .... .. 34 ..... . .... ........ . . .. . ....... .... . . . ..................... ........... . . . .......... ...... .. . ....... . ............. WDW VINYL SH CLAR NO GR W/SCRN ... . . ................... . . 54 1/8t� x so 5 101, .1 V, ........ ..... .. ... .......... . .. .. .. .. ..... ........... .......... 16103 .. ..... ....... . L0419870 EA ..... ....... ........ .. .. ...... .. ......... 1115 W/1/2RD ... . .... ..... .... .................................. .... .. .......................... . ..... ..... ... ............ . . .................. .......... .. WDW VINYL SH W/GR & SCRN . ............ ............ .. ..... ..... .... ..... .. .. ........ .. . ..... .. ............. .. .... ...... ..... .. ... .. ...... .. .. 27 1/2" X 81" .... ...... ........ . ....... ........ .......... . E A .. ......... ....... ...... .......... .... ... ....... .. 35 . .. .. ............ ........ ... . . WDW VINYL SH NO GR WISCRN ... .. ..... ... ... ....... .......... 54 1/8"X 63" .. .... .. ..... ........ .. . 16103 ........... . ....... ............ ID432419 .... EA .. . .......... ......... . .... . ... . ..... . ......... ........ IH6 . . .. ............. -------- -­ -­--­­-----­- .. . ... . ... .......... .......... .. .. ... . . . ........... ........ ... ... . ................ ­­ WOW VINYL SH CLEAR NO GR W/SCRN - ----------- . . . ....... ........... - --- -­­ ----- ----- -------- .... . ...... 27 1/2" X 720t ................................................... ........ . ... . . .............. . . . .... . .... . ..... ......... . .. . .. . . . ............. 16103 L0329525 EA . ......... 35 ARCH TOP WOW VINYL SH W/GR & SCRN ..... ..... . 54 1/8' X 67" . ......... .. .......... .. ................ . ......... ...... . .... .... ......... . ....... ............... 16103 ............................. 1.0317306 ........... EA ............................................................................................................................................... lH6 ARCH TOP WDW VINYL SH. W/GR & SCRN .......... . ... 27 1/2' X;V ................................................ 16103 L0364384 EA ............. .. . .. ....... . :36 . .. .. . ........ .... . .... WDW VINYL SH W/GR & SCRN .... . .... S4 1/8" X. 721 .............. ........................ ........ . . 16103 L0298906 EA 1H6 TMP W/l/2.RD WDW VINYL SH W/GR & SCRN 27 1/2" X 90kk ................................................... 16103 L0327816 .. ..................... EA 1111.1-1 ------ -------------- 36 ARCH TOP WDW VINYL SH W/GR 9, SCRN 54 1/8" X 76' ...... ....... .. ..... . ..... 1.6104 .............................. L0434441 ......... EA .......... .. ..... .. 2020 FX . . .................................................................................... * ....... WDW VINYL FX CLEAR NO SCRN ................................................. 24 X 24't .. ..... .... I I ........ ........ EA. 4020 FX TMP .... ..... . ....... -111.11.111-1- .............. . .. WDW VINYL FX CLEAR. NO GR ... . ............. -------- 1 ... . ..... ....... .... . ... .. ........ .... ..... ........... .. . .. . ... . ..... . 48" X 24" . .... . .... .. ........... ............... . ..... -1-1--.1 - --- ..... 16104 --- ---- - - - ------------------------------- -- L02989-26 EA ------- --- 202.0 FX ARCH TOP ...... WOW VINYL FX WHT W/GR. .. . . ........ ... . .. ....... .. . ..... ........ ..... ...... . .... .... ... ........ .. .......... .. .. . .. .. .. ...... ... . .. .... ........ .. ... .. ... .. .. ..... ......... 24 X 28" ........ .. 16103 L0430847 EA ---- -- - ----- .... .. ....... 4030 FXTMP ---------- ........ .. ------------ - -- - . ........ . . . . .. . ......... . ......... .. I., --- - ..... . WOW VINYL SH CLEAR NO GR ..... .. .. .... ........... ......... ............. ....... ... ... ...... ..... ..... .... ----------- ...... ..... 48 X 36"' .. ....... ... . ........ .... .. ... ....... ..... .. ........... 161N L0369491 . . ........... EA .......... .......... ..... . .. ............... .. ....... . 2026FX . ... .. . . . WDW VINYL FX WHT W/GR I-- . ...... . ....... ....... . ........... . .............. .................. .. ..... ........ .. ... . ............... ......... .... ........... ... ..... 1.1.11.1'...-.-...,..",.�.,.,..,..,.,.,.,.,� 24" X 30" ..... ..... 15865 L0434426 EA . . .... .. .. ............ .. 4036 ........ . . ........ .......... .. ......... ..... ... WDW VINYL SLIDER WHT W/GR & SCRN .............. . . ........ 48'�4 X 4T' ................. .. I 1- ...... 16103 .......... L0327818 ... EA ----- - . ........ ... ...... ..... . ..... ----------- .. .. ....... .... ...... -.1., . .......... ....... WDW VINYL SH CLEAR NO GR W/SCRN .... ... ... .. ... .. ........ .. .. .. .. .. ..... ... .... .............. ...... .. ..... . . .. ........... .. ...... . ...... ... . ... ....... .......... ..... .. ..... ..... .. ........ .... .. 24' X 36" ... .. ..... .. ..... . 15865 L0354129 EA .... ..... . . ............... . .......... . . . . . ....... . ....... . . ....... ... . ....... ..... 4040 .... ............. ................ .... . . .... . I - - ---------- .. . .......... I. -I-1.1-- .. . ......... . .. .. . ............. . .............. .. . .... . . . .... . ............. . ....... .............. WDW VINYL SLIDER NO GR W/SCRN ... ..... .. .. ...... .. .. .... .. .1.�-I.".,.".".,�,.�-,�l-"-,-�,--�,-"�,-,� ............... . . . .......... ... . . ... ........... . .......... ........ .. .. .. . ....... I ..... ...... .......... ........... 48" X 48" . ........ ...... 16104 1­_..­l.__._­l­.­.­ .. ..... .. . ....... .. .. L0352156 . ................ . ............ . EA . ........... .......... .. ..... .. ............... 2030 FX ........... WOW VINYL FX WHT W/GR .................... . . . . . .... . 24" X 36 16104 L0354141 EA . . ....... ... . . ........ ........... ........ .. . 4040 FX ...... ... ............. ..... .. . .. .. .. .. .. ... . ............ . .. .. ................... .. ..... .. .. .. .. . WOW VINYL NO GR 48" X 48" 16103 L0298928 EA 2030 W/l/2 RD ........... ­­­­ WOW VINYL SH WHT W/GR & SCAN - 24 X 5211 16103 L0368324 EA .. ............ 11 1-- 1 1 -.1.11-11 ........... . .......... .......... ...... . .. ..... .... . .. . ......... . ......... 4050 . .......... . ... . . .. . . . ..... . ---------------------------------- ----- . . ... ............ . . . ........... .............. . . ................. . . ............ .. ... WOW VINYL SH WHT W./GR & SCAN - - -----­---­---­--- ....... . ..... . ...... ... . . ........ .... ......... ....... .. . ----------------- - - ­­­- - ........... ...... ...... ........ 48" X 60gr 16104 ------- - - - ----- ----- ------------ - - - - - - ---------- - - - - - - -------------------- - ------- 24 X 42"' ------ - - 16100 L0427856 EA . . . ....... ......... -- - ---- 4050 TWIN ...... ------- ...... WOW VINYL SH W/GR & SCRN . ..... . . 96 1/2 X 60" 16103 WDW VINYL SH CLEAR NO GR W/SCRN 24�'X 48" 1610-3 L0460341 EA 5/0X5/0 FX TIVIP WDW VINYL SH CLEAR NO GR 6011 X W` 16103 WDW VINYL SH W/GR & SCRN - ------- - - - 24 X 52" 15865 ------ L029-8925 - - ---- EA ..... . ;l­%,­­lk%...____.._l . ... . ....... 5044 - ---- - --- - ----- ----- - .... . . WDW VINYL. SLIDER. WHT NO GR Vl/SCR q ........... 6011 X 52" 1610.4 L0362731 2.040 FX TEMP -- - ---- - ------ WOW VINYL FX CLEAR NO SCRN --- -- - --------------- - - - 24" X 4.9" 16104 L0435847 EA 5052 FXTMP WOW VINYL: FX CLEAR NO GR 60" X 62" - - ------- - - - ------------- - - --------- - -------- .16104 ........ . .. L0295462 EA -------- 54X12X24 ARCH --------- - --------- . ...... WOW VINYL W R �/G -.;,.,;,..�,�.�t�,;"�,;%.-,%.-,t"l�;,.-...--� . .... ...... ;­­ ...... 54' X 2 8' 16103 WDW VINYL SH CLEAR NO GR W/SCRN - 24"X 60" 16104 :L0295461 EA 54X27 . ..... .. . . WDW VINYL 1/2 RD W/GR 54" X 31 16103 ---------- ---------------------------- EA --------- 2060 TMP ARCH - -- -------- - - - - - ------ - --- - ---- - --------------- - ---------------- - WDW VINYL SH WHT WIGR & SCAN - -- - ----------- - -------------- - ------------- - ----- ------------- - - - - ------ - - - ------ 24 X 76" 16104 L0298910 EA ------ ...... . . 58X28XS6 1/2 RD - - - ---------- - - WDW VINYL. W/GR --- - - ..... - ------ - - - ----- 581, X 611, 1610.3 - SCRN - - - - - - - - -- - ----- - - - ------------------------------- - - 24 X 99" 16104 L0298911 EA 58X4OX30 ARCH WOW VINYL W/GR S8" X 44" 16103 ............. ..... - - - ------- - WDW VINYL SH CLEAR NO GA. W/SCRN ... ... . ..... . - - -- - --- - --------- - - .. . .......... 3.8" X 38 3/8" 16103 L0314657 EA ------- lH3 WDW VINYL SH NO GR %I/SCRN 27 1/2" X 38 318" 16103 Y'L 16103 L0369197 EA 24 W/l/2RD ..................... WOW VINYL SH W/GR & SCAN .......... . ... 38" X 74 .............. . Transoms 16103 . . ............. . I."..-.,..,..,.,,.,.1-�1.1.�1.1.,,.-.,.,-,� L04324:25 .... . ...... EA ------- - ---------- I-- ...... . ...... ... ..... .... ............... .............. 24-5 'W/PLANGE .. -.1-11.1-1 ------­----- -- - -------- - - - ......... .. WDW VINYL SH W/GR. & SCAN .. .. . ...... .... ..... .... . .... .. . .. .............. .. .. ....... ..... ........ .. .. .. .. . ..... ..... 38" X 56 114�' ........... . . 161.04 L0429519 EA 2014 TRANSOM VINYL WHT NO GR 250 x 174, 24'4)(16" 16103 ............... 1-11--l"I'll"." 1 -1-1-- L0298907 ... . ........... EA ....... . ........ ................. ........... 2430 ........ . ................ . . ..... .. .. .......... . ..... ..... .. .. ....... WDW VINYL. SH W/GR & SCRN ... ....... ... .......... .. ..... 28 X 36" . ....... .............. EA ....... ..... .. ... 3014 ....... . .. -1.1-1- . .... .. .. ....... ......... ........ ......... ..... .... .. .... .. .... ........ ...... TRANSOM VINYL W/GR ........ .. .. .. ..... ................. .................... ......... .......... .... .... 37f; X 17" ....... .... ....... ......... 3611 X16" 16103 L0367488 ...... ...................... EA ...... * ..... ................................................... .. ... . .... . ....... ............................ .... * .... . .. 2436FX . . . . . ............. .... . ..... . ... . . .. . ......... . . . . . . . ................................................. ........... *,-,-,"",-,-,"-"-,-""""",*,--,*,,-,-"-","","* WOW VINYL SH WHT W/GR & SCAN ........................................................................................... .... . ....... ................................................... 2811 X 4:21.0 16104 . . . .......... ...... L0354133 .......... . .......... EA . ............. .... . .... ...... . .......................... 30" ------------ ---- -- ------- ---- ---- ...... .... .......... . . . ........... ..... . . . ....... . ...................... . .... . . . . . ...... ........ .. . ......... ..... . ...... ..... . ......... .. ... TRANSOM VINYL W/GR - - - ------- - ------------­- --------­--- . ..... .......... ..... . . ....... . .. ....... 37" X 53" ...... . .. .. . ........... . .... . . . . . ................... . ............. . . . ....... ........... . . . ............. ...... . .................. 36" X 52" 16200 L0430846 ... EA ..... .. ­ . ..... .... 2450 TWIN .......... . WOW VINYL SH CLEAR NO (ill W/SCR.N . ..... ... ------ ................................................ 28" X 60" 15104 .. . . . ........... L0324888 EA ........... ... . .. .. ...... ..... 3214 TMP . ....... .. ................................................................................................................................. TRANSOM VINYL WHT NO GR 39t'X 17" ........ * ............................................. 381, x 16, 1.6103 L029890-8 EA 2460 TIVIP WDW VINYL SH W/GR & SCAN . ........... .. ... -1-11-1- ..... .... ..... .... .... ........ .... .... ........... ........... . .. ........... .. .. .. . .. ... .......... .. .. .. ........... ....... .. .. ..... ..... . . ... ..... . ....... ................ 28" X 7214 . ............. 16104 -.1 ....................... L0128436 E A �3616 ARCH ..... ................................ TRANSOM: VINYL WHT W/GR -------- 43 X 23 - - _11-1-11 ........ . .... . ............. 42" X 23' 1,6103 L0295456 . . . ............ ................. . EA . .... ....... I ......... ....... ............ 25 . .... . . . . .......................... ... . ....... ...... .......... ..... .............. ... . ... WDW VINYL SPI CLEAR NO GR W/SCRN .. . .. . . . ...... ........ ..... . ............ . .. . ....... .. ... . . ..... .. .. ........ . ......... . . .................. .... ..... .............. .. ..... ..... .. .. ........ . .... .... .... .... .. 38" X 63' ............. 16104 L0354134 EA 3624 ARCH . . ....... ................... . .. . ....... ... . ....... ...... . ...... TRANSOM VINYL W/GR .......... . .. ........ .......... .. .... ...... ........... ..... . .. ..... .. .. .... 43" X 3314 .... ... .............. .. ................ ............... . . 42" X 33" .161013 . . .......... . .. L0300838 ............................. ... . . EA ........... ....................................... ........ . .. 25ARCHTOP ........... .. ................... .... .... ........... . WOW VINYL SH W�Gll & SCRN ................................ .......................................................... .... .. .... ..... . ............. .. ... .. . ...... . ............ ........ .. . ....... ............. ............... 38" X 67 ........................................ * .......... ................................................ ........ . . ........... ........ ................ 1510-4 ........ . .... .......... . .... . ..... ..... . L0329526 ........ .. . ......... EA .................. ...... . ....... . ....... . .... 4013 -------- ..... - - ---------- ----- 1- ........ . ...... TRANSOM VINYL WHT NO GR ........... . ­­­­ ............ - ---------------------------------- 49" X 1.6" --------- ----- 1-11 ..................... . ........... . ............ . . . ..... .. .. ................... ......... . . . .. 48" X 15" 16103 L0295460 EA .......... ..... 25 TMP W/l/2 RD . .......... ....... ...... .................. ....... ..... . ................ WDW VINYL SH W/GR & SCRN I., ............. -11-1.11.1.1-- ......... . ... . .... ................. . . ....... . ........... ............................... . .. . . ..... 38" X 86' .16104 . . .............. L0300837 .. EA ... .... ..... .. ..... .. .. ..... .. .. ..... ..... . .... ..... .... ..... . .. ..... .... 4623 ...... ... ..... . .. ...... ..................... --­-­----- - - -- ... ... ..... ..... . ..... TRANSOM VINYL WHT W/GR .. ........ .. .. .......... .. .. .. . .... .. ........ ..................... .. .. ... ...... 55 X 16" ........ . ... ......... ............. ..... ..... .... . ...... .. ..... .. .. .. ....................... .... .. .. .... .. 541"' X 15' 161,00 LO -310640 .............................. EA ........... .................................................. 25 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN ........................................................................................... .. . .. ........................ . ...... . . . ........... 74 1/2" X 75 9f ................................................... 16,104 L0295463 EA .... ........ . ......... .. ...... 4620 ...... ­l..l.l_...__­­ . ............ 11 ------------ ................................. .... ...... .. . ....... ....... ....... . .......... . . ........... .. .. ..... . TRANSOM VINYL WHT W/GR ..... .. .. .. .. .... ..... .. .......... . . ....... ............ .. . . ............... .... 55"X 25 . ....... . ..... . ............. . . . . .. . ........... . .... . .... . . ......... . ... . ...... . . ........... ..... ................. .. 54" X 24" 16100 L0300839 --- - ------- ----------- ­ ........ . .......... EA 25 TW W/ARCH WDW VINYL SH WIGR & SCRN 74 1/2" X 67" ................................................. 16104 L,03541,35 . ............. EA . ..... ............ ..... .. .. .. .. .. . ..... ........ . . 4626 ARCH .............. .. ........ - -­------- ........ .. . .... .. .. .... .. ....... ............. .... ...... ..... .. .. .. .. ..... TRANSOM VINYL -W/GR ... .. ....... .... . .. ...... ... ........... .. ... ......... .... .... ...................... .. 55"X 34 .. ............ .. .. ........ .. .. ........... .. .. ..... .. .. .... . . ......... ..... ......... . .......... .............. ... . ... 54" X 34 16100 L0295457 .- .... ...... .. EA 25 TWIN ....... .... . WOW VINYL SH CLEAR NO GR WJSCRN .. .......... .. .... . ..... . .. ........ 74 1/2" X 63 16104 ­­-- - - ........ L0354131 'EA .. . ......... . . ............. ................ .......................... .... . ....... . 5016 .......... ......... .. ---- ------- .................................... ... .... . ....... . ................. .... . . . ........ .. . TRANSOM VINYL W/GR ...................... . . ............ ........... . . ....... . . . ... .......... ............ ..... 61" X.I., .......... ...... ---- ----------- ........ ..... .......... . .. . . ........ -------- - - -- ---- 60" X 18" 16103 L0317305 ..................... EA ............ 25 W/l/2 RD .......... . - ----- WDW VINYL SH W/GR & SCRN ............. ..... . .. .............. ... ... . ...... . .... . ......... . . . ... . . . ........ ......... . . . . ....... ......... 38" X 86 . ..... ............ . ..... ..... .. ... ...... ..... ....... ­--------- 1.1-1- ............ 1111--l-11 ................. 161.03 LO -369490 EA 26 ......... . ....... ............. ..... .......... WDW VINYL SH CLEAR NO GR W/SCRN . ..... .. ..... . ..... ----------- .... .......... 38" X 72.1 .......... .. .... ........... .. . .......... . .. . ................... . .... Doors 16103 L0295459 .. ............ EA .. ......... 26 ARCH TOP .... . ..... .. WOW VINYL SH Wl/GR & SCRN ........... .. .. .. .. ..... ............. ..... ...... .. . ..... .. . .. .. .. ............ ....... .... 38"X 76 ............ ... ........ .. ..... ....... ...... ............. EA 2/86/8 Door 35 5/8 X 83 I/W' 34 1/8"X 82 5/16" EA ........... 26 TIMP W/l/2 R N D . ....... . . ..... .. .... . .. . ................. . . ........ .. .. ..... .... . .. . .... . ...... . .. .. ........ .. . WDW VINYL SH W/GR SCRN ...... . . .... . ... . ......... .............. . ............ ..................... .. ........ . ..... ... ....... .......... ............. .. ........ . .. 38" X 95" .. . ........... . . ..... . ........ ......... .......... ...... .. .... . . ........ . ........................ EA 3/06/8 ........... .. . .. ........ . .......... ........... Door . .... ..... .. ....... ....... .. ........ .. ........ . ......... .. . ... .. ...... 39 5/8" X 83 1/16 ... . ......... -1.1-1.1".., .......... 38 1/8"X 82 5/16' .16100 L0434442 EA ... . . ........... I 26 TRIP ........... ... ........... ................ ...... ...... ............... ..... .. . . .. WDW VINYL SH CLEAR NO GR W/SCRN ..... .......... ... .......... .... ....... ...... ..... ....... .... ............ . . Ill" X 720 .......... . ..... ... .. . ........... ............. ..... ...... . . ............... . .. .......... ....... . .... EA .......... ......... . ----- -- ---­------ 2/88/0 .... .. ........................ . .. .. .. ........... . .... . .. .... .. ....... . . ............ .... . ..... ................... Door .. ..... .. . .. ..... . .. .. .. .. 35 5/8-i x 99 -1/16" . ........ .. z .. .. ..... ...... . ... ...... --- ----- --- 11--l-1-1-1-1 ----- ---------- 34 1/8" X. 98 5/160 EA . . ............. . 3/08/0 .. .. ..... . .. ..... ..... .... ... . .. ........... ........... Door ........... ....... ..... .. ..... ...... . . ..... .... .......... 39 5/8' x 99 1116-F, . .......... ......... ........ .. . ........ ..... ... .. ... 38 I/8"X 98 5116" A R C H IT EC T 5 Desi n rouo G OU 12. 1 nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 stmx)rv. ad Lo KENSINGTON RESERVE (LOT 44) MODEL: 10 BISCAYNE BAY (VERSION#01) PROJECT& 2997.000/044Rl PAGE: WINDOW SCHEDULE AFX>inr=cT.- SUM OF FLORDA DATZ: P/21/18 3 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 0 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %8' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 1' O.C. MAX VERTICALLY LATH SMALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE, PER ASTM 010631.10.1.4 NOT 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LE55 PIPE PENETRATION —� sraarirw WITH THE sorToM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLp THE FORM FLASH I IN HALF (LEKCstN WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PR07ECt0 FORM FLASH i WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I t0 THE 60ttOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER F5C 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM G926 -12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING: SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3 PIPE& PENETRATION DETAIL 1r#lTomLl 6'S TO 8' 6' t0 8' J' THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61' (VERT.) O.C. MAX AT SUPPORTS WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 7"*" -PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 TYPE 'Y' CONTROL JOINT eca.� KTA NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 115 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR 5U55LE5. IJ1�t � SECTION TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE F RE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER M. STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER '2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5ASE5 SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM) AS PER ASTM C10631.8.1. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STUDS SHEATHING n 0 a WRB I TAPED T SHEATHING w/ Ul 02 OVER TOP. U 02 TO BE LAPPS_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' rig_ ` VERTICAL LAP MIN. yea HORIZONTAL LATH & PAPER DETAIL LATH VERTICAL LAP TO BE i" SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) (—,-�PAPER LAP OCA B KTA WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUR SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'X1' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP 4 "L" FLASHING KT& NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' 6 HORIZONTAL LAPS. METAL LATH TAPE WRB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LAIN LAPP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LAVH WR5 LAYER #'2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (W85 LAYER 1, STUCCOWRAP OR APPROVED EQUAL) WR5 LAYER *2 (FORTIF15ER BUILDING PAPER OR 7oI 1 APPROVED EQUAL) METAL LATH X X X X STUCCO 4 Q , q 6� WOOD SHEATHING SELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 8103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER S. YARD CUrtILItY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RESISTIVE 5ARRIER A R C H I T E C TS jDesi n Gr u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA ##: 0003325 r � �II'll'I'II \000000000 SUBDIV. ag LOT: KENSINGTON RESERVE (LOT 44) MODEL. BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/044R1 PAGE: WALL ASSEMBLY DETAILS AMWEC D STATE OF FLOFRDA a 1/18 WA1 J' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER 1' MIN. STEP FLASHING FELT UNDERLAYMENT .10 SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4' O.G. MAX. NOTE: INSTALL KICKOUT FLASHING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) I RB LAYER *I, STUCCO RAP (OR APPROVED EQUAL) TAPED DIRECTLY TO SHEATHING -LAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1 �' ABOVE SHINGLES -SELF-ADHERING FLASHING DRYFLEKT KICKOUT DIVERTER WiT141501 KICKOUT DETAIL eca.�KTA `""' ` -",P% 'CE1VE I COAT OF SHER-CRETE ",ONCRETE WATERPROOFER or .OAT PRIOR TO ELEC. METER ON (PER 3/WAI) APPLY SEALANT AT TOP 4 51DE5 OF ELEG. METER BOX AFTER STUCCO INSTALLATION ELEG. METER FIELD VERIFY LOCATION ELEG. METER FIELD VERIFY LOCATION ELECTRICAL CONDUIT &.ENETRATION.. rLts. SEALANT ON TOP 4 SIDES ONLY CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANATE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) J '—FLASH OPENING WITH PROTECTO FORM FLASH I SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WA1 'PIPE PENETRATION DETAIL' APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT u�RB LAYER M, STUGCOWRAP COR APPROVED EQUAL) WOOD SHEATHING VENT CAP 15 TO BE SET IN CONTINUOUS BED OF SEALANT. ONE -DEICE HOODED VENT ATTACHED PER MANUR SPECIFICATIONS APPLY SEALANT AT PERIMETER OF NON-MOVABLE FRAME AND STUCCO ON ALL SIDES, y' SEALANT 6 JOINTS ALL AROUND J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER12FORTIFIBER BUfLDING , PAPER (OR APPROVED EQUAL) BUILDING PAPE 6A DRYER VENT FRAME) OVER 'QUICK FLASH' PIPE THROUGH WALL. BUILDING PAPEI< UNDER 'QUICK FLASH' A VENT PENETRATION WOOD SHEATHING . WRB LAYER 02, FORTIFIBER WOOD f` II B LAYER M, BUILDING PAPER (OR �ON5TRUCTION STUCCOWRAP (OR :A APPROVED EQUAL) WOOD APPROVED EQUAL) F: METAL LATH SHEATHING l,URB LAYER *2, WOOD I/S" TEXTURED FINISH 0 WOOD FORT IF 1 BE R CONSTRUCTION FASTEN TO WOOD STRUCTURAL BUILDING PAPER (OR S' CMU MEMBER g 1' O.C. MAX APPROVED EQUAL) a =� JV TO 5/g' MID-WAL $' THICK, 3 COAT CEMENT WEEP SCREED WOOD FRAMED PLASTER 6' WIDE STRIP SELF WALL Ys' TO 1l8' M!D-WALL ADHERING FLASHING, CLEAN WEEP SCREED MA50NRY BEFORE APPLYING 6' SELF -ADHERING FLASHING TEXTURED FINISH to MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED 7A = Kra FRAME TO FRAME §l"n , xt�. (FRAME TO BLOCK NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED # APPLY SEALANT AT WEEP SCREED END TO END JOINTS WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) CTUD A CTVD F% TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES @a"VENT BLOCK tit PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (I RB LAYER M, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO - - 4 . a1 31 4a WOOD SHEATHING 5ELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 81031.1 / ASTM C-841-0% MIN. 25 L85. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH CTVD q EXTERIOR (jX�TRICAL �� RECEPTACLE A R C H I T E C TS 1441 n. KVnALU KEMUM9 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r •0.0.0.0 0 .000.0 •O 00 o.00 •0 00 � 00 •0 0• 00 00 O• 0• 00 00 0 •00000 .0.0.0.0 CTVD F% TEXTURED CEMENTITIOUS COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 ALL SIDES @a"VENT BLOCK tit PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 1326-12A INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A LEGEND DRAINAGE PLANE (I RB LAYER M, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO - - 4 . a1 31 4a WOOD SHEATHING 5ELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER F5C 81031.1 / ASTM C-841-0% MIN. 25 L85. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH CTVD q EXTERIOR (jX�TRICAL �� RECEPTACLE A R C H I T E C TS 1441 n. KVnALU KEMUM9 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \00000000 stmmv. & LOT: KENSINGTON RESERVE (LOT 44) MODELc BISCAYNE BAY (VERSION#01) PROJECT#: 2997.000/04481 PACE: WALL ASSEMBLY DETAILS AFX>innr:cT: STATE OF FLOFA DAT :%'-1/18 sc WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ s/" TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M. - STUCCOWRAP (OR APPROVED EQUAL) " TRICK, 3 COAT — CEMENT PLASTER CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR --- SEAL GAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER fl, STUCCOWRAP (OR APPROVED EQUAL) �'�--WRIB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) w 6" SELF-ADHEREING FLASHING WRAPPED -8 CORNER OF CANTILEVER AMIGO AM66 -WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 0 DRIP EDGE TO DECK 1 �'Xl Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 0 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 Y'XI %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BE VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD wCOMPONENTS PULLED APART AOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER 1, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 1 4 a d WOOD SHEATHING 5ELF-ADHESIVE FLASHING EQUAL) CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3" X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE -3" X 3' 26 CSA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATA DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER 02 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) 11A DRIP EDGEINSTALLATION Y' GAP FOR BACKEF� ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD 1 Y�'XI' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING let 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 ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M FATHER RESISTIVE BARRIER "2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) ONY DRIP EDGE INSTALLATION X111=' ••*COMPONETITS PULLED APART FOR G.ARIiY ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER ' THICK, 3 COAT CEMENT PLASTER ZF CORNER BEAD FASTENED TO SHEATHING a 1' O.C. MAX. URB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *2, PORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) @OZER BEAD 0 FRAME CORNER BEAD (FASTENER 4 SPACING 's 1' O.C.) CMU 5/s' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT 12B CORNER BEAD @ BLOCK KTA COLUMN SHEATHING FATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING (o' SELF ADHERING 4 FLASHING 1 )fi'x3' "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT " X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, �' MIN. S: I/ SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER I WEATHER RE515TIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP COLUMN W GE INSTALLATION 'T' FLASHING A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �DODDDOODOJ stmnrv. LOT: KENSINGTON RESERVE (LOT 44) MODEI.4 BISCAYNE BAY (VERSION#01) PROJZCT#: 2997.000/044R1 PACE: WALL ASSEMBLY DETAILS AF10Hff E -CT -- STATE: OF FLOINDA DAT*: ,}X21 /18 S1CALM: WA3 WOOD SHEATHING WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6 "SELL= -ADHERING FLASHING WINDOW FLANGE WR5 LAYER *1, 5' (OR APPRO' uR8 LAYER #2, FORTIF15E PAPER (OR APPRO' i " TH CEMEI (o" SELI WINLvw CASING BEAD 0 WINDOW *jLRAME, NO BAND,_ WOOD CONSTRUCTION BEYONI WOOD SHEATHIN WEATHER RESISTIVE BARRIER ' FATHER RE515TIVE BARRIER ' V X 1 Y4' LAP 51D ING W/6' REVEA 6' SELF -ADHERING FLASHIN STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENINI GALV'D METAL 'Z' FLASHING STUCCO CASING BEA SIDING TO STUCCO C BLOCK TO FRAME TRANSIT arwi a. uTo WOOD SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER *2 V X I Y4' LAP SIDING W/+6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL 'Z" FLASHING E -Z BEAD VINYL. (OR APPROVED EQUAL) CASING (W/%" FLEXIBLE PVC SACKER ROD) 6" 5ELF-ADHERING FLASHING Ys' TRICK, 3 COAT CEMENT PLASTER FATHER RESISTIVE BARRIER I WEATHER RESISTIVE BARRIER *2- �TUCCOWRAP > EQUAL) IG =ORTIFISER R (OR IAL) T :R WOOD SHEATHING WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL METAL LATH ' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 6'SELF-ADHERING FLASHING RIP CA U11NDOlU FLANGE WOOD SHE ATH ING l�B LAYER M. STUCCOWRAP k (OR APPROVED EQUAL) URB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) IN METAL LATH 'LODEDTRICK, 3 COAT w CEMENT PLASTER WR5 LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE 13B FRAME, BANDKTA ' SELF -ADHERING FLASHING EATHER RESISTIVE BARRIER M EATHER RESISTIVE BARRIER #2 TARTER STRIP PER ANUFACTURER'S INSTALLATION ISTRUCT I ONS ' SELF -ADHERING FLASHING ;ALV'D METAL 'Z' FLASHING 10 NOT CAULK OR SEAL OPENING ;ALV'D METAL 'Z' FLASHING TUCCO CA51NG BEAD WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER *1 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHING FATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER #2 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RES15TIVE BARRIER M TO LAP 6" MIN. ABOVE TOP OF "Z" FLASHING 6' SELF -ADHERING FLASHING WEATHER RESISTIVE 5AR21ER M E -Y BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ya' FLEXIBLE PVC BACKER ROD) WEATHER RESISTIVE BARRIER 02 SIDING TO STUCCO FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WR5 LAYER M, STUCCOWRAP OR APPROVED EQUAL) WR5 LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4 d , 4 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.I / ASTM C-841-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LaHr— seawirDauu FRAME — WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP IX TRIM MEMBER G STUCCO TO SIDING TRANSITION—\ Slp INCs � amwa rMavuw TO TRIM " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `WR5 LAYER 1, STUCCOWRAP WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING SIDING TO STUCCO FLASHING OR PEEL 4 STICK BEAD @._�ASINGP wwm WOOD SHEATHING METAL LATH WR5 LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) $' THICK, 3 COAT CEMENT PLASTER ANGLED CASING BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 1 ••� ! 1`y.Oh, 1 ol 61 1 1O■ a CASING BEAD @ RAISED @MU_KTPAND FRAME 4 C 06.40 r METAL LATH too wlwaow ` w c" SEALANT WR5 LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) unrvD SHEATHING nnNG I WINDOW FRAMES \--WR5 LAYER h, STUCCOWRAP (OR APPROVED EQUAL) 6' WIpE PEEL t STICK OVER FLANGE E -Y BEAD VINYL � ino nac an��en EQUAL) rnci�ii 1X FRAMING (WIV FLEXIBLE PVC SACKER ROD INCLUDED) *APPLY FULL SED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP @L = BEAD WINDOW CASING $" THICK, 3 COAT CEMENT PLASTER METAL LATH 111,11;B LAYER *2, FORTIF15ER — BUILDING PAPER (OR APPROVED EQUAL) E -Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%$' FLEXIBLE PVC BACKER ROD INCLUDED) WR5 LAYER M, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � 01111111111 ,vovovvomap BUDDsv. ac LOT: KENSINGTON RESERVE (LOT 44) MODEru BISCAYNE BAY (VERSION#01) PROJECT: 2997.000 044R1 PACE: WALL ASSEMBLY DETAILS MCHRECT: NATE OF FLORDA DAT*. E/21 /18 81 -MET CUT HOUSEWRAP AT 45' ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD ' I= SECURE HOUSEWRAf P UNDER) at STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18 . (FULL WRAP KtA (FRAME) FALL FLASH 8A �r DETAIL G INSTALLATION .aSONRY) FOLD HOUSE IN AT JAM55 SLOPE SILL R EXTF INSTALL V SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN IN BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY 081 W2U (O EQUAL.) SEALANT WINDOW/cm JOINT. IFLUID APPLIED FLAS%4INGx (LAWCO WHITE -SEAL RC -8615 OR EQl IAL). ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED cDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL a l rJr u 6" SELF -ADHERING OVER VINYL HEAD lG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING IN MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/9' NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND TAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR 5LOTS. WE SUPER STRETCH BUTYL FLASHING STEP 3 L-81 VERT. END DAMS REQV. AT EACH END OF SILL 01 DL- I JSEWRAP DOWN 4 DIAGONAL CUT 4 DEAD OF WINDOW STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND TTN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIT INSTRUCT[ APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6' UJfpE ADHESIVE BACKED FLEXI6LE FLASHING MATERIAL OVER DRIP GAP JOINT (PROTEGtO-WRAF 5t-20XL OR APPROVED EQUAL) STEP 5 U 1 17l •7 NOTE: 1. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPEC IF I CAT I ONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX -407-774-4078 www.abdesigngroup.com AA * 0003325 I 1 �I"I'll'II �DDDDODOOOJ 8 ca0 0 IM VHDIV. de IAT: KENSINGTON RESERVE (LOT 44) ODEL BISCAYNE BAY (VERSION#01) IPROJECT#: 2997.000/044R1 PAGE: WALL ASSEMBLY DETAILS ARCHREC P srATE OF I-oRIDA DAT 5 /21/18 DET A5