Loading...
HomeMy WebLinkAbout3734 Hanworth Lp18-2547 (a)AS-,,LD,,,j VERSION 0 1 "con COPY FORM0 REVIEWED mR CODE COMPUMCE PLANS EXAMINER �i 30 - [SATE irUi=0R7_B4JILDiNC Q iVISION A PE.Rh�,IT ISSIJ-D SHALL BE CONSTRIJED TC BE A LICENSE TO PROCEED NJITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE. PROOSIONS OF THE TECHNICAL CODES, NOR SHALL ISSL.IANCE OF A PERNIIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to he Verifted at Slab Inspection ryanhomes.com #18-2547 • 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 CS COVER SHEET (FBCR), 6TH EDITION(2017) x- 4307 VINELAND ROAD, SUITE 102 ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES AMP. AMPERAGE MIN. MINIMUM ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED 1 FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL 2 LEFT & RIGHT ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE RYAN HOMES — TAMPA • OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 3 FLOOR PLAN 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CLR. CLEAR PL PROPERTY LINE 4 FOUNDATION PLAN CONC. CONCRETE P.B. PUSH BUTTON 4A FOUNDATION DETAILS TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C GOND. CONDENSER PH. PHONE 4H DOWEL PLAN • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE C.T. CERAMIC TILE PLYWD. PLYWOOD 4C LINTEL PLAN (LOTT'S) - VASD = 116 MPH D. DRYER PR. PAIR • STATE OF FLORIDA • RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED 4D LINTEL PLAN (CAST -CRETE) • EXPOSURE CATEGORY - EXPOSURE C D.G. DUAL GLAZED R. RISER 4E LINTEL PLAN (QUALITY PRE CAST) PROFESSIONAL ARCHITECT: DIA. DIAMEFER RAD. RADIUS 5 ROOF PLAN • 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 6 ENTRY SECTION DETAIL ROLAND ABOUCHACRA DP. DEEP REF. REFRIGERATOR 7 ELECTRICAL PLAN AR NO. 93723 LOCAL AND STATE CODES DR. DOOR RM, ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING WIND SPEED &EXPOSURE CATEGORY DTL. DETAIL S.D. SMOKE DETECTOR Dl SECTIONS/DETAILS A.B. DESIGN GROUP, INC. D.W. DISHWASHER S.H. SINGLE HUNG D2 SECTIONS/DETAILS 1441, NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET BY COMMUNITY ELEV. ELEVATION SHTHG. SHEATHING D3 SECTIONS/DETAILS LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER D4 WINDOW SCHEDULE Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXHAUST RIO SIM. SIR SL. SLIDING EXT. EXT AR AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDING GLASS WA1 WALL ASSEMBLY' DETAILS F.G. FUEL GAS STD. STANDARD WA2 WALL ASSEMBLY DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FLR. FLOOR THK. THICK WA3 WALL ASSEMBLY DETAILS CARRIAGE POINT 150-B FLUOR. FLUORESCENT T.O.C. TOP OF CURB WA4 WALL ASSEMBLY DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE WA5 WALL ASSEMBLY DETAILS CHAMPIONS RESERVE 140—B FTG. FOOTING T.O.S. TOP OF SLAB CREEK SIDE 140—B GA. GAUGE TYP. ICAL GAR, DISP. GARBAGE DISPOSAL U N.O. UNLESS NOTED DRAWING /CONTRACT DOCUMENT CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE INTERRUPTER V.P. VAPOR PROOF REVIEW BY BUILDER HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER GYP. BD. GYPSUM BOARD W/ WITH KENSINGTON RESERVE 140-B H.B. HOSE BIB WD. WOOD LAKES AT LUCERNE 140—B H.C. HOLLOW CORE WDW. WINDOW HDR. HEADER W/H WATER HEATER THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C HGT.ORHT HEIGHT W.I. WROUGHT IRON INTERPRETATION OF THE CONTRACT DOCUMENTS. INSUL. INSULATION McCORMICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—BORCHID ESTATES 140—B S .FT. CALC.'S DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150-C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140-B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140-B IST I=LR. LIVING 239 SQ. FT. IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING: 2,5313 Sa FT. ENTRY 32 SGL FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN GARAGE 599 Sa FT. THESE PLANS ARE DESIGNED AND ENGINEERED LANAI 151 Sa FT. RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT TOTAL 3,321 Sa FT. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8E 0 r c su33DIV. a LAT: KENSINGTON RESERVE (LOT #12) a�soDEL.- SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: COVER SHEET nackerwn STATE OF ROADA DATE: 5/10/18 SCALM: 1/4"=1'-O" SHEET CSOF 7 T Z z M C' M m �IIIIIIIIII .000voovvo. E 8E 0 r c su33DIV. a LAT: KENSINGTON RESERVE (LOT #12) a�soDEL.- SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: COVER SHEET nackerwn STATE OF ROADA DATE: 5/10/18 SCALM: 1/4"=1'-O" SHEET CSOF 7 T Z z M C' M m 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 NTH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS 1PSF) Al. SLEEPING ROOMS 30 A2. ATTICS W/ STORAGE 20 A3. ATTICS W/OUT STORAGE 10 A4. POOLROOMS 75 A5. BALCONIES 40 A6. DECKS 40 AT STAIRS 40 A8. ALL OTHER ROOMS 40 B. FLOOR DEAD LOA DSfPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS CA. ** MIN MUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITI ON (2017). D. ROOF DEAD LOAD 1PSF) D.1. FIBERGLASS SHINGLES 17 0.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.I. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 NPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -p) 0.18 E.5. OPEN BUILDINGS 0.00 E.B. ENCLOSED BUILDINGS ±0.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (LSF) F.1. GUARDRAILS AND HANDRAILS 200 F.2. GUARDRAILS IN -FILL COMPONENTS 50 GUARDRAILS AND HANDRAIL LOADING SHALL COMPLY WITH R301 AND TABLE R301.5 (FOOTNOTE F,D AND H) OF THE FBCR 2017, 6TH EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE'DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER' NOTE ON COVER SHEET (CS). 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTENAPPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017). 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 12. OPERABLE WINDOWS WITH A SILL PORTION OF THE OPENING LOCATED LESS THAN 24" A.F.F. AND MORE THAN 72" ABOVE FINISHED GRADE SHALL INCLUDE A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH SECTIONS R312.2.1 AND R312.2.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH LIN WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318 INCHES TRICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AN ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 14 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIRE MENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AN IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- O" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE 13ULDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. 4. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. 5. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 6. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN IA THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AN COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 8. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 9. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 10. EXCAVATIONS TO BE A MINIMUM OF 3'- O" BEYOND NEW FOOTING LINE. 11. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 12. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AN COUNTY BUILDING AND ZONING CODES. 13. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MIN MUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AN TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/* 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TOANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). as A��mmm�ffl 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR NTH THE PROVISIONS OF TNS 4021 ACI 5301 ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kglm) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AN AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: B.1. #6, W31 OR D31 AND SMALLER C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER" D. BEAMS & COLUMNS. D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPSAND SPIRALS 1'h' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 6TH ED (2017) AND NFPA 70, NEC 2014 EDITION. 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL. 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. 1. ALL WOODS AN WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA- THE ENGINEERED WOOD ASSOCIATION: E.I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. A Fb =1,100 PSI Fv= 175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, ORAGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM ?SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SEC11ON R602.6 AN R802.7 OF THE FBCR, 6TH EDITION (2017). 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 GREATER THAN 16' ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 518" COX PLYWOOD OR 15/32' APA -RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE/:' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-0 1 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112" CDX PLYWOOD OR 15/32" APA RATED O.S.B. OR 112 "ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREASHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AB DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OFANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AN SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AN TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AN SEALED BYA PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 21 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. DRAFTSTOPPING TO COMPLY WY FBCR, 6TH EDITION (2017) SECTION R302.12: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH AND ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORICEILINGASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M�. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 150MPH/B 150MPH/C 160MPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1, CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. * PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 100' OF LINE WITH EVERY 10'F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A MAXIMUM OF 32' HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'A' AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/:' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE FBCR, 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR, 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING AND NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Z' GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AN MIXED IN ACCORDANCE WITH ASTWC926 3. LATH & ACCESORIES PER ASTM•C•1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM-GIO63 - 11AAND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 71N. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AN HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S! CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDERASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE: 01/01/18 A R C H I T E C T5 Des2Grouo1n . arra n. nv nrary n�r+�r�n r vv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 8 E 0 L C SUSDIV. & LOT: KENSINGTON RESERVE (IAT #12) MODEL& SEASIDE (VERSION#01) PROJZCT#: 2997.000 012R1 PAGE: GENERAL NOTES DATA: 5 /10 /18 SCALE: 1/4"=1'- 0" SHMET G Nor 7 � 1 �IIIIIIIIII ,0000voovv, 8 E 0 L C SUSDIV. & LOT: KENSINGTON RESERVE (IAT #12) MODEL& SEASIDE (VERSION#01) PROJZCT#: 2997.000 012R1 PAGE: GENERAL NOTES DATA: 5 /10 /18 SCALE: 1/4"=1'- 0" SHMET G Nor 7 I I I I I I I 9' -4' 5RG. HCsT.� PRE-1:INI� IRON CI (Ski IN SEAL 6' RA STUCCO E 3 ORNAMENTAL DTL. ATTIC VENT CALCS _ _ _ A OF ATTIC 3325841T. NET FREE VENTILATION AREA REQUIM 1 MOB X T. REQUIRED VENTILATION AREA (11.08 x 144) UKO s a MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 1,598.0) MO s4K OFF RIDGE VENTILATION AREA 115 84111./9M SOFFIT VENT VENTILATION PER IF 11.74 8411I/IF TOTAL # OF VEN73 REQUIRED 5,94 TOTAL # OF VENTS PROVIDED 7 REQUIRED SQIN VENTILATION IN TOP OF ROOF 796 KIK REQUIRED IF OF SOFFIT VENTILATION 68 LF PROVIDED IF OF SOFFIT VENTILATION 152 IF PROVIDED IF OF SOFFIT VENTILATION 19711Y TEXTURED C V COATING PER (AI (Tl'P) 6' WIDE RAISED STUCCO 20-1" 5L06s. HGT. 00 4' TRIM I 6' WIDE RAISED STUCCO 71 TEXTURED CEMENTIOLIS COATNG PER (ASTM C926) ��iiii iii IN 1-01 Wi I 1 101Myr ) 9'-4' 5RG- WST. $'—de TEXTURED C COATWs PER 0 12 0 SNINC,-ES 12 (TMt5 FRONT ELEVATION SCALE: 1/4 ■ I'-& ELEVATION '8' SHINGLES (TYR) OFF -RIDGE VENT 6' WIDE RAISED STUCCO BAND 0 9' - 4' 55�3. WGT, HDR. HGT. 1-011 TSD CEIVITIOUS C:OATINS PER (ASTM C916) c� (T p) V-4' 5FZG. HGT. HDR. HC*T. _ _ _ 8'-@" HDP, HGT. _ _ _ EMENTIOUS IStiM (G9Z6� cA cfo TEXTURED C V COATING PER (AI (Tl'P) -@' FIN.SLR. - - - - - - - - ------------ FLR. - REAR ELEVATION SCALE: 1/4 ■ I' -m' ELEVATION 'B' ,TIOUS MI 0926) ARCNITECT8 Desi Group wl\uwVVU, rL.3Cl.7V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SUBMV. & LOT: KENSINGTON RESERVE (]LOT #12) MOIDEL4 SEASIDE (VERSION#01) PROJECT*: 2997.000 01281 PAGE: ELEVATIONS FRONT & REAR AR-Hnt-cr= STA'i� OF FLORIDA 4y 1 Q ROi=AND A. A CRA AR No DATE: 5 /10 /18 JCAI.AM: 1/4"=1'- 0" SHEET I or 7 \000000000 SUBMV. & LOT: KENSINGTON RESERVE (]LOT #12) MOIDEL4 SEASIDE (VERSION#01) PROJECT*: 2997.000 01281 PAGE: ELEVATIONS FRONT & REAR AR-Hnt-cr= STA'i� OF FLORIDA 4y 1 Q ROi=AND A. A CRA AR No DATE: 5 /10 /18 JCAI.AM: 1/4"=1'- 0" SHEET I or 7 •— p m • 1.: is 12 5 SNINGt.EO (TTFJ 9'-4' BRC-. HCxT. 9'-4' BRCS. HC�T. 8'-0" HDR WGT.,b - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,�S'-®' HDR. HGT. I' -0' S.. �t C1xC11JRED CEMENTIOLIS 0 COATING PER (A61M C926) Mrp) 8 N LEFT ELEVATION SCALE: 1/4 - 1'-O' ELEVATION 'B' SHINGLES-\ I I I =1 -- (TyP) sp�>� OFF-RIDGE VENT OFA-RIDCyE Mt 0R: -RIDGE VENC n IECCW- ■■rte - __ __1_ -__rm I. 0 0'-0' PIN. FLR.Oh - - - --�--- - I - - - - :60,-0' 1 -IN. FLR- ,`S' -0' HDR. HGcT. CMMFW CEMTIO1JS COATING PER (ASTM C926) Myr) -) ,`0'-0' FIN. 1=LR RIGHT ELEVATION ELEVATION '8' SCALE: 1/4 = 1'-0' ARCNITECTS Lwou YMVVV, r 041.7V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � �I"I'lll'I \000000000 E 8m E 0 L C BUHDIV. a IAT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: ELEVATIONS LEFT & RIGHT ARCHTEM STATE OF FLORIDA MAY, .jb 20 1 t A CRA AR NO 23 DATM: 5/10/18 SCA LM: 1/4"=1'—o" SHMET 2 of 7 OOMPONW AND aaooelal wND I QADB eAMC Wry EWOMM FM a elloom GLUM cxi a SQ.FT. CALC.'S � M � WW 1 IST FLR. LIVINCs 2,539 SQ FT. 2681 / -3429 8 TOTAL L I VINCs ENTRY GARAGE LANAI 2,539 32 599 1511 SQ. FT. SQ FT. SQ FT. SQ. FT. 2 35 3000 TOTAL 3,321 SQ. FT. r OOMPONW AND aaooelal wND I QADB eAMC Wry EWOMM FM a elloom GLUM cxi a SO AIM DENWAUM � M � WW 1 38E (2) 26 -SH 5 2681 / -3429 8 S6 W-4' aA 2 35 3000 4 21.05 / -2954 r 3 56 8�-®ate _0' 5 2613 / -32A 4 112 16' dol 1-01 5 24.50 / -3016 -w 5 11 2E 4 2845 / -3095 6 414 3®IF& 4 2543/ -31.92 .., AN6011, TEMP 1 11 25-614 EGRESS 4 2&45 / -3095 8 33 (z) 25 -SH EGRESS 4 21.13 / -29b2 9 65 8080 SGD 4 25.84 / -2833 b 33 (2) 25 -SH 5 2113 / -3480 11 33 (2) 25-54 4 21.13 / -29b2 11 33 (2) 25 -SH 4 2113 / -2962 B 11 25 -SH 4 28.45 / -3095 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VU -T - W / VASD ■ 116 MPH 5. INTERNAL PRESSURE COEF*ICENT-+ .18 C. RISK CATEGORY ■ TYPE 11 EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. CABINET 4116, Or— SECTION b - i N FLOOR FLAN SCALE: 1/4 a I'-0' ELEVATION 'e' 0 HB 11'-2" 4'-1ia'I �, 12125 -SH I I I 0 I I ® I I I !121-01 TYPI lTYP; I OWNER'S SUITE I 10'-4' TRAY Cly. - I I I I I - m I � I 12'-4" --------- C WT �' 1'-0" ScLosm %Q 3 i-2" '-0' 3'-8' 5'-8' OWNERS } • BATH \ e�ia•w E;01-09 -011 31-81 12' — — — — — — — — — — — — — — --- N LANAI 9'-4' aA r s0e0 scsD 'I I I jDaL i STUD GREAT ROOM 19'-4142'-0' W-4" CL& N N 1-31 24 21'-S" rr IR -014 �1 I I6'-2" 3'-8' Ln 5'-0' 6 I " 4'-8' '-10' 2'-2" �I I W.I.C. pxz— W-le IR-154 � BATH 2 I �� o'c g'-4" CL& �e � t I ^1 Q i I ' 1.1cop BDRM� 2 I 11 c� cm 0 12'-4' HB lz) 25 -SH II ID NETTS 16'-8"x13'-2" 9'-4' GLS 9'-11' II A KITCHEN , 9 -4. aO` (KAD) 5' -011 I� I� P�4NTRY OPT. 8 0 VENT MJIIAYE TO EXTERIOR -CABINET claoulN MOULDINGS N I I I r 12'-4'x1I'-0' I 8 lz) 25 -SH II ID NETTS 16'-8"x13'-2" 9'-4' GLS 9'-11' II A KITCHEN , 9 -4. aO` (KAD) 5' -011 I� I� P�4NTRY OPT. 8 0 VENT MJIIAYE TO EXTERIOR -CABINET claoulN MOULDINGS �Azy2'c I BDRM 4 I R/T I rl (rn co el I I I I e-4 Ca N Coll I I I 2'-8' 5'-0" 8'-10" r Diz I ATTIC I LXM�� 3—CAR GARAGE 28'-O'x2rD'-4' n 31-41 ARCHITECTS 71 /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-G078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r DINING 12'-4'x1I'-0' -• 8 W-4' aA rr�aD� r a �Azy2'c I BDRM 4 I R/T I rl (rn co el I I I I e-4 Ca N Coll I I I 2'-8' 5'-0" 8'-10" r Diz I ATTIC I LXM�� 3—CAR GARAGE 28'-O'x2rD'-4' n 31-41 ARCHITECTS 71 /Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-G078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r -• BIIIIIIIIII �vvvvovv. StMDIV. de LOT: KENSINGTON RESERVE (IAT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: FLOOR P LAN ARCHrrECT.- STATE OF FLORIDA 1 ; MAY 1 a ; 0 im AR NO 23 CRA DATE: 5 /1 O /18 SCALE: i/4"=1'-0" SHEET OF SECURE STRAP TO CONIC. W/ (2 ) 3/16'x2' TAPCONS 3 1/2' TI SIMPSON W5 ROLL STRAP OR EQUAL GONG. SLAB SECURE STRAP TO UNIT W1(2) *8xI va SWEET tffi4 sclgmws A/C CONNECTION TO PAD DETAIL 110/1/2" V-91/2' 91_611 r 1' in 10 ■ 1 RECESam 4IsaIRA 8' 1 I N 1 4' A/C CHASE ■ Ii� ice• ''' I , -'ter 4 EXTEND END � ;��-� OF PVC ■ 4A CHASE 12 _ ABOVE CONC. — SLAB ��--- � I •I WA4 i BOLLARD �I_611 J „ 28'-8" 25'-6' 50' -0' 15'-8" 1. V 3 1/2' CONG) c$ -AB 8'-2' 31-01 -L.HB ; F 0 0'-0' PIN. ELEV. I=1N. CONC. SLAB C3 W CONC„ RENFOFM 1W M*'41M x VM ON ia'91L POLY ET14YLPE VAPOR SARM ON QftLAcriD aim Pu) 4'-6' I' 3'-10' I IIs II -, rx L_ 1 I I I 9 I I 4'�' LJ 1`J i,` -------, aD 'ICONIC~ OILN C4 Ilrt 24'x24'x12' CONIC F' & W/ I II II I 28'-8" 25'-6' 50' -0' 15'-8" 1. V 3 1/2' CONG) c$ -AB 8'-2' 31-01 -L.HB ; F 0 0'-0' PIN. ELEV. I=1N. CONC. SLAB C3 W CONC„ RENFOFM 1W M*'41M x VM ON ia'91L POLY ET14YLPE VAPOR SARM ON QftLAcriD aim Pu) LIN EXTEND SLAB I U2' 9 4'-6' _ I IIs II -, rx L_ 1 ,AIC I I IN PVIC CHASE FOR I I ELECL s ISLAND I I ( II I 1`J I -------, `r 'ICONIC~ C4 Ilrt 24'x24'x12' CONIC F' & W/ I II II I Ilu J LIN EXTEND SLAB I U2' 9 W-3" 4A 4A I 4 I 4A ( I �LAV fav - 1 I I 31_011 I_ -III 2'-4' I � _ I IIs II I I I 11 L_ 1 =J I I I IN PVIC CHASE FOR I I ELECL s ISLAND I I ( II I I OPT. W. I I -------, W-3" 4A 4A I 4 I 4A ( I �LAV fav - 1 I I 31_011 I_ -III 2'-4' I � 21_11 N PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 _ I z -g L----- `r 'ICONIC~ 24'x24'x12' CONIC F' & W/ I 3 t 1v>ENFORCEp ( (3) S REBA" EA WAY a 6"-UPOLY x MA ( ON CHAIRS MIN. 3' COVER I 614A `V �vovvvvvvv� VAPOR EVER ON WEU-ca,`IPA= CLM tau. 1G FIN. ELEV. r 4AF K 4A PIN. CONC. SLAB I HB ■ 1NJ Fz__ _ I ►� 31,2' CONC. I Z EXTEND -3 1/2' SLAB rt 4A = SLAB I V2 cv Ile 4A I itl -Z 1/24*4A 21 ■ ■ ■ ■ ■ ■■■ ■■IN #a4A ■■ ■■'"i811 PLAN- -4' 14'- 411 �FOUNDATION %x 151_0' SCALE: 1/4 = I-0' ELEVATION '8' & UY (3) 5 REBARS EA. WAY NOTE: A/C LINES FIVI WIT TO CONDENSER TO BE RW ON CHAIRS MIN. 3' COVER WDERCATH SLAB OR OVE 14EAD PER FIELD CONDITIONS (2-TYP) 21_11 N PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8E 0 c BXMDIV. & LrOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.400 012R1 PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA AY /1J0 - 018 � 3 GRA DATE: s /10 /18 SCA.tM: 1/4"=1'— 0" SHEET 4 OF 7 �vovvvvvvv� E 8E 0 c BXMDIV. & LrOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.400 012R1 PAGE: FOUNDATION PLAN ARCHITECT. STATE OF FLORIDA AY /1J0 - 018 � 3 GRA DATE: s /10 /18 SCA.tM: 1/4"=1'— 0" SHEET 4 OF 7 T. t�cTTlIs�D CRIONTIOUb COATING; (1) % 1116am ymm"CALLY W/ CONC. I°59 (A61M 0976) C") = CELL (1) % I�■41R VERTICALLY IW R-13 NSUTATION r1IN mnmw CEh'EhITIOLPb COATNM R-41 NGN_. MIN, FOR We 11ON lt1TJ COWG. f'Ot1�P CiLI. fU +b PRIUM V7•R?ICALLY w CCNG TSXtl� CEh9141`1 1.16 COATING; r �(1) % 11�1R V"ItrrALI_Y w CONC. R-13 NEULATION MN. R -I INSULATION POIImp CELL PiTUDb K O.C. MAX P'EIt (AWM CM) (TYPJ 61UD6 16' = MAX It -4J NNSIIL TMH. 1R' GYP: WL.. BD. � 6' CM! PORED CI -LL (U 9ti }I�AR VEIlTIC+4LLY Z tl9RLER'D CEMP9Nt10Ub GOATNNO R -4l NSLL MN. w CONGA POLI�D GLP1L Vl' GYP. WL BD. PER (Abet 0976) (TYR) TEx1LNvr:p 40MBiTIOU6 COATING; WOOD MASE _ !VP GYP. UL. OP. R -4L NSUL. Mpr. WOOD BASE =� b' CMU A TFOREX AWD C)'INN )VIA OEGtAIE dTLIPb TO d1M. PLATE w r y � TEXTLPM G�I'11OUG GOATM tDMP6W �'ItIOUb GOATMti it _ ;;R (AWK G9Q6) C"J 9 IBGLMIE ETUDE t0 BTM. f'1..4tE YV V7 4�'R at- go. E 61"M�SON 6P-4 . 3?' OCG MAX `� MIR (AMM C226) MPJ r trl' GYP. U_ W. 't - �A+ I )U/\ I ANG4101! BOLI w 7 7tA6FlI! t N W 31-� w 1r1 (i+1'R YL W. n 1' CMI 610010 ! W. M. A 37 OG MAX EbCURC at PLATE t0 EM.K W/ANCHOR DMT ItV 2'WAHM 0E'TIN x!' WOOD DACE It BASE 6111EGM WOW GT■I�iEI VWXY 6' ° W WOOD BASE E UJ GYP.9L W. GGIRM ANN4 &tPENdRW NNOX1 6 g © p ENDED. Mw.. 37 OC MAX. 4 (//] � � � > app UIO013 BASE � p �D. MIN. 4 37` OC MAX. a Mdl IIL'dAl! 6'-O' O.iG WdIT) ° V V - a5 IGNDAR 6'-O" O�fi U -101d POORER ° �- ° ROOTER maw Ei�O 74' ° g Wk10 4T Da�6 24' ADV. GRADE ° a � rx Adv GRADE 3 W' GONG. POW. w 6'x6' W 444 l z a c 3 V7" CONC. RL•w. .1W i'u6' ;;0"7U W OR PIB�E6W ON *_MIL POLY °a L 11 a g WLAnUA WLft OnY PIEEPNIM VAPOR MARFM ON b . 3 vY CONC. m W 6'x6` S 6 _ ! ° a 3 �` CONC. RP:II W 6'xi' EtWYL" VAPOR ""RIE R ON E 3 Irl' CONC. RENF. w i'xi' a . . ° . 3 N2' CONC. few. w i'xi' WNYLENE MAX SLOPE • d a HELL-COFIPAGTB.i CLEAN WAaGI,4 LWP OR FIOER'EbW ON _ W,4adll�4 UALF OR PIO09 EbW ON X -MAS .SLOPE a , a BELL-GOh*•AC1gD CLEAN TER'IITE W�4oiA.4 �AIP OR '�W ON p a 3WAKU" WIIP OR 1=IB bm OM 4 WI+�W.4 )IATA OR RDEP E6W OM 1� ° • 6 -ML POLY ET1�iYL" VAPOR •a . &-ML PIMY ErWYU1W VAPOR 4 �rgT7:D i•ILL °� 6 -MIL POLY ETWYUM VAPOR dA1WER ON BELL.-C.OMPAGW BARRIER ON )TELL-GOMPACM = a !1) b IEBAR CONTHim WI�I d • d ° • . • d 6 -ML POLY ET7<i?19dE YAP17R •q Q • Q i -MIL POLY 1=tlfi'L2iC VAPOR 1911111111 ii�EAlID MLL CLEAN TlRMP11= TREATED PLL CLEAN I IMI I1:11�A'IED PILL _ CLEAN ER ON UEL WAV) P N.L dA� O N iaARRER ON � Z W III=1 FOOTER HEIGHT E)ac1ED6 30' ABV. AM A Irl' LONG. GLAD ^ 0.EAW TLaR't1TE t1ld119 PILL WML-6OMPACTED CLEM uELL-COIMPAG"M CLEAN oe I I I� I (U ab RL'dAR 1)1.!! l °i'T OR PAVERS Irtle A E tLaw'tIT! tlEAttD PILL E TER'nrE 11lEATED RLL = III=III - ccxTNuoue WHEN =�= (2) -a )NAR ON OHAM �� �6 E ¢eM po �'� 6, � l3) ab R�'dAR ON CFI41R6 "► � 6� 6� (3) % poem ON CFL41Rb — � • a a ROOTi�J! WEkksHt (2) % PRINAR ON CHAIM ;n (7) ab IEBAK ON p�41PM � f7) IEBAR ON CWAIM U Q' CRA 3C ADV. 3' MM COMM! 1'-4' 1_g■ Q yy I� O%J� E 4' 6' 6' ' (3) % NNIAR ON CHANM V, 6- 5- C I /TAI C lG/ E n 3' MN. COVER I' -E' 1—STORY FOOTING $ 6 5 RY FOOTING EX'T'ENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING W BLOCK WALL ' 'FAME WALL W/ BLOCK WALL STEP—UP 1—STORY W BLOCK WALL W FRAME WALL W BLOCK WALL 1 1A 1B 1C 2 2 2 8/1(60-5- 1C1k P" )UCL sat p FOR (U % REBAR • *'Cr., MAX N S Irl CCM GLAD OR wmge Ll3rs'm o>: om to Pa'"W cv"Wr 3 U2' CONCti RBI+F w SUM *4 Or- MAX 61UD6 ti' Or_ MAX PAVEI1b PER DEPS B(u 40 ApOVE CDNDITlOPL J OOWrIL / MAObt S Irl' CONC, MINIM. w WNW 6'x6' UWAad" UIP OR 0 Irl' a HEAD OP GARAGE 0 Irl' • WEAR OP G ARAOE (U ab REBAR vERRIGALLY PPR P'I.AN Q%l - MW FLAK, WAWMA UP OR PbERMEEW MOM IIEEW ON 6 -ML VARIES WTW SLOPE VAPIM WTH ELOPE GONG f'O�D �' = 1tOCTUIED CE'ETtTIOUs !u ON 6 -ML POLY ETWYLErE POLY ETHYLENE VAPOR 011D0 li' OCG. MAX , SIECLAiE BT. PLATE TO SLAP SELti11E BT. PLATE TO G.Ae R -4J HELL. MILL /� COAtNeg PEI! (A6tM 097i) a VAPOR BARItld! ONSAN HEAD OF GARAGE VARIES WrN b LR in WAD OF GARAGE W! 8Ct M 6IT60N HIIOM W W E1:T N 6MP'80N WIOW 7E�(TLAUED ) �% )�.. PER I11? TREATED PLL CLEAN T19G"IP�1 E� VARIEE WTPW ELOPE ELGIN BT. FLATS �1O ELAd bTRBVaTi l EPDXTB i1tEtMDi�. m bTi1ElA6TW EI°OD�YB i'tEMEED. 8" CMU °� WAIS Vl' GYP! YL. BD. TREATED PILL ANCHOR BOLT W. MA19TO W a� IPM. �01�2' OG MIN. !Q' OG AJC pW We EYP. u_ BD. Le � � ! � '� ° � 6"1101WN EPDX1Y 6WASHER ot IN 01 IdIQ�W 61'PE]N" PRIM Y 6' � ° . a a Q WbOD dAEE 6 - - Q °. a ///\f/\//\//\//\/ ! V!' GONCL R 6F i� i46' Lu ° a a > i+ MIN.w 3?' OC EhTBED. MN w 37' OC h1A1C ° , 4 a \\\/, \ Y*AA ur At rE041m QI e 3f 1/!' GOA RENR w i'�ai' t a s °. 3 A CONr., OR P w I OL40O 4 IWP OR PQM M �oj E i�f'E. PQ.Y ERiYLBE Vi1PCR o.� wAOd,LUi BIUP OR RIBER'EEFI a qy 6_MIL PC7L.Y R�TFFYL.•a'IE \ \/ ° aem(- \ y%\\y/ BARTER Q RJN Q , > . m - �Z_P d ON 6 -MIL POLY VWYL" � °a as }c o a IlBAi! NE' L d3 ' PLOdC \ • a > lEi'ItE 1IFAtED ML += W a r 3 IA' CONC. RE6R WI 6'x6' . <... E > -R BARRIER CGL.EAN E > ° VAPOR B AIMtlER ON / MA 1111A WW OR PIBERMEbW ON 3 U2' CONG. RENR UI/ 6'x6' ® 9 a W!!LL-OOMPAGT!'p CLP.AN E : ° " 3 or Carl. IW. W 61i' � � • M' QC„ f61 M K )LIB < " y}/ ¢ Z E � � �.. d. tER'1TT1= t1lATEp PILL � j 1ERM11E TREATED PILL R4104M QePlE9EON - >= 1)U/(O am 6-m Pay vwtum m Z \ \\ \ \\ \\ a • • . d YAP' s• a . E 6 -MIL }HOLY ETI IYLBdE VAPOR WWRIL4 ALP OR ON ;N LjpF �1 M Cf s , , BARIIId! ON �1L-COI"IxACTlD A i -ML POLY CT1. YUM VAPOR g (l) % REBAR ON CF AM � ° (3) % MBAR ON C14AM OLL-cal m CLEAN OONG,Id101Ctp PII S �FI CHAINS � 4' 8 > pr o O 1'_4' ;� ' 6' 6' 4 CLAM tERiITV TWATtpI tl�• ° 16 REOAR ON �► B CLEAN 1 EPrMh E rREA11m PILL E DARRIER ON ' 6 6LX (PBI 11 TNPAIP4 HJ. of 6' At YAID Qt Q MAIN d'.1bFOOTER SIRE cow J44 ° (ON C POD (2) % FIRMA►R ON CHAIRS � � 1'-m' ls) ab MOM ON C14AM REBAR '" , VAI'GR PLAN) z pc E 4' 8' 4' E W 6' 4' I'-6' ON C"m 2 E , S,Li U.l+lllrLL � � 1 �in P-4' �► 1'-8• OK CMA IR9 LANAI/ENTRY 2—STORY FOOTING TYP. PAD FOOTING GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2 C STEP—UP 2—STORY D W BLOCK WALL 3 AT ENTRY LANAI 4 NON—BEARING 4 NON—BEARING 1—STORY L.B.W. A 2—STORY L.B.W. rJ 1—STORY L.B.W. 2—STORY L.B.W. ■ : - . : ROMA FM WAU. 5MID POR !U NIEBAR (GONG POURED em I Y w Apo1 COI*TKKK (U % RADAR • 16' Or- MAX, N z� POLIiED CELL CQNG MR PLAN, CPLAN) PIOLI MD CELL. (VERF1' 1:1 1 > �7 ,dd SW■ 40'3*' CMU 6, GMU (1) VaRrCALLY UY (�T�YPX J 4 PER ( ) m • = OO WLAW" W Y ER PININFIMIM GN VAPOR 111 _ W A 0121 POURED CELL 6• Q.B j 3 1/t' GQNC. REIN'. W 6'�Oi' BiRIIIER ON Evcm 3 ` 1'�� i 4 BELL- C"AGTED CL-is.M CLNid WEKaWf VARIES ip Gall® NEWT YARLP=6 "' GURd WEIOFIT PnqD CLINd W1=IGYHIT VARG6 WWW1U UP OR PRIE"014 ON '�'� M 6 POLY WnOUINC VAPC1R 4 ° tleR`11TE tR1=AtL7� P9l.L 6 O O VARIES � 7'-®' l4IIrL 8' CLEAN 11dEMl tRL5AilE7� _ (7) b REPlAR ON CWAIl6 M GLA95) i� a a• (1) % NNUA IR ON CHANES A a E 6. 3 MW ON THICKEN EDGE ®� > A > o 4OF -0' 6 -MIL POLY ETHYLENE VAPOR E a E � 6 ° N" AW L La�IE sw mm BAM10M ON Q" -C 1MPACTCD 0 .0 3 1/2' CONC. it m w 6'x6' ip 3Wv2 � REW w 6'x6' > E 3 � � ' • 74' OL.P1N 74' N>lLAE CLEAN TERMITE TREAT® PILL 1—STORY FOOTING WWW" WWF OR PIBE1r'saw OR q 3 W CONC. PO IW 6`x6 z � 4 • OONAI GR By LR • 4 • ONAPOR BAML OLY ON " UAjdII i UP OR SEW _ _ __ _ AT v (1), � ON C,, 116 � AT FRONT .PORCHES .� a . OKKI A -ML YLh.NP- ' + V TL'R1r1'Em "LATM PILL L g op 4' 6' 6' IBM l 'TREA9T9 PLL UELL-COMFAC1W GLEAN Z 6� MY rm" ESE YAP= '^ 1'-4' (7) al! REAAR d� °� U I' -B' 3) REBAR ON CWAIM 6' 6' 11!Ir'lIT!' tRLAtLD PLL 115"m c AGIFA GLEAN iu U 6' A,' 6. A,' 115"mcm ON CHLAIIM 7+ I"V (3) % AMI AR ON CWAIM 2'-I)' [6pRA tAIE) ENd.OELIE , EECM BT. PLATE TO 2—STORY FOOTING 2—STORY FOOTING AT f ON`HAM 2—STC GARAGE DOOR FOOTING eECPSO &9-4 BLxw�xs AINe IIOR ENCL.OEum TO BTM. PLATT: OOLt W/ 7 WLASHER EEt M 1—STORY FOOTING 2—STORY FOOTING ecALE■ PIQ'.1'�' MANIPATTACCnNt `� WV °I ~SON EP MAXb111OXY ,aINHl btl�L R a GE AAT GARAGE B GARAGE BLK. WALL AT GARAGE �'�° �� X W MSL&_EmmGX ® 3 Irl' CONC- RENT. w 61?CURE dT. PL�41E To • 6m1*' W4txUA UW OR GAB W+ iW ANCHOR > j= R�R'IEEN GN 6 -ML ELGIYE BT. PLATE TO BOLT w 2' WASHER Wt IN / ; E POLY L•'11'PYLONS' VAPOR BARTER ON BLDG w f U ' M 6MI•EON 8 61RE R 0 6' � � 8' W?LL-COMPACM CLEAN NAIL6 . 37` Glc. (MAX)IMAX) PE'4001Y i' 1 .MNL A PAVERS I, '^ 1'-4' tpRMTTt 1REAIM PLL 37' OC MAX I CONT. I -® 0) $ RBBAR ON CHAIN% N L"m CONI. Irm.) (u R R�dAle OX N 6VOW MIK A TRENCH FOOTING a 6• CM �LLEa �''- crYPJ i " 61REfin+rW EPOpc'►' i' EMOED. MHN. 1—STORY FOOTING a 4 • . 7)i WALL PRAMIIN9 E At ALL P14" ALAE AT L.B.W. W UPLIFT • 3 we CONC. IR'IINh w • • J_ MIN. M�I�LHi'e or 11 B�/ T�'Xlfb' • 6'x6' UA411A WLR OR 3 Irl` CON('.. RL•IINK, W 131110 814 ON 6 -ML 6'x6' WL*"A WILR OR WL D M GFWW EVENLY N BJ PIWM POLY ETH117�E VAPOR E PDpr la81i ON 6 -ML PLOOR TO WINDPRIOR TO PUN& (GL WAIN ANCHOR N ° S lrl' CONC.. RLNF, w i'xi' aH' W TELL-COMPACtW CLE MI '" SAM11111M ON3 SEER ON VAPOR SOLID PO= ACCEPTABLE RETROFIT) ° a< d UAAL ,4 UP OR PINERE6Ft ON O' -O' PIN. K.R. 1'-m' ° 6 -ML POLY ETHYLENE VAMP 1 4 MP OD P� OWN C2 AM 1-e' FM1E� 'TREATED PILL • °' BARMIER ON WILL-calrACt'!C9 -0 (3i REAAR ON cHIAURb 4EA1L t�MIt1= illEA7ED FLL c <^ ° "0 °, GROUTED BOND MEAM 1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO TYP. RETROFIT FOR VAREbPER ELt1I. AT L.B.W. W NO—UPLIFT AT L.B.W. 2 BLOCK WALL CONNECTION A O�dITTED DOWELS TO,� POVAR REBAR w W' HOOK TIL VPJG?IG4L plaAR IGAI.IS V!".I'-O' LC/1.Ps Vl'.I'��" BCAI.Cs trl'.P-O' • t0 WOR TIONAL 6' PVC CHASE TWIG! POCnVa DOW BEAM � . a I� w 10' HIOOK 8' VARIES 8' 1_6T+ph• YAMtlLb ral9! P!LLV. VARIES P ER EL.LV. CA%X AND SEAL (7) % R:13AR ON CHWIR6 ° 3' 3' 7�TORT' 3) REdAR ON CWAM E ° ° � GR011TLD BOND BEAM 12) V& FS35AR 0 a C o 3) If REMAR • 7-bTOW a C•I46 LM ° n OUTOM R00AN TO DE lU aS REBAR VlRI1GALLY w GONG 41 POURED CELL 9 \ / / / / / \\ 1 " PVC SLEEVE FOR GAb LICE . a R-41 NKL. MN. ° a 6'. 6 CMU U100L7 EWSE �' °a Irl' D1!"rWL4LL 2'-1' MM. LAP 3 Irl GOPIG. REND UV 6'x6' a q 1 O SHOWER RECESS FOOTER E a a a t APOR )KALE NNW W 000' DOME R - BARRIER ON WELT.-COMPACTFW GLEArNou* D CLEANOUT XAMIRED B EBAR LAP AT FOOTING p CLP �rM TAMP PILL POR NA"011CN PSR Ner"C ION a Z I•laa1D.119ACK a° q ' 4 i a 6, 6' PVC C MASE 11-M M20TMO n B' -O' PN. PLR, FI�BlN-I �L.00R e� D' -O' PhN. PLA m 4 - d : a q (U ad VERT. C►OIET_ a TO WONUTIONAL . ° TO WORZAtIONAL > . d 4 ° ^° a d d TE VERIIGAW. REBAR ° .4 a t1E V�-RTICAL IG?B�4R LAPPED IW BOND BEAM ■ a w 76' P MAt M. �� M � � 6� � (7) RETSAR ON GHAMl6 P�'dAR IW 10 WORK d a RldAR UV PO HOOK a 4 a p-4� 7-bTOR1' CY+ E a 3) % REBAR ON CWAIM E HO RIZ O NTAL/ VERTICAL 44 q 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE LINTEL CORNERS m�) ('ARC H ITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK407-774-4078 www.abdesigngrou p.com AA #: 0003325 r � X1111111111 .voovovvvo. SUBDIM & LOT: KENSINGTON RESERVE (IAT #12) MODEL: SEASIDE (vERsrox#o1) PROJECT: 2997.000 012R1 PAGE: FOUNDATION DETAILS DATE: 5/10/18 SCAT :1/4,$=1'_0" SHMRT 4A Or 7 il'-6" 12'-8N �t 1 3'-101 ■ _I @ ■ � 51_01 I4 4'-6" \9 ■ 5'-8' cfJ � 6� ■ 1 1 cq ko ■ ■ e � 4 N 2' —10' iv I N @ N ■oe 1 cl,1 1 _ N N N c�1 ■ ■ dl c+l CA @ @Nk■e N Nk SIN Nk NIX ol 1 ■ - ■ ctl ■ @ --1 W ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 31_011 V -0' D O WE L PLAN- SCALIE: 1/4 a 1'-0' ELEVATION '15' ARCHITECTS FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 0 r � X1111111111 �oovovovvo� E 8E 0 r c SUSDXV. de LOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 299'7.000 012R1 PAGE: DOWEL PLAN ARCHnE T. STATE OF FLORIDA MA� 1 RN AR O 23 DATE: 5 /10 /18 SCALE: 1/41f=1'-0" SHEET 4BOF 7 CL__1 L-8 L-14 (L-11 w EM ITIT11 9 .► WALL LEGEND V-4' SLK. SFS. Total Length SHEAR WALL SEGMENT WOM PRAME BEARING BSB' XL IV WALL INTEMOM 2x4 WALL • Precast 16' Or, LUNO. EXfE'RIOM WOOD PR4ME 3%4 9'-6' WALL PER COP'R'IUNITY --� SPEGIFIGATION& ISR TO 4'-0' TABLE N/83 FOR MINtI" NIM INTERIOR NON-BEARING REG1UIFEMENTS K1RRING AT MASONRY • WOOD FRAME WALL: 2x4 o w 24 O.G. OVER FOiL 24' O.G. MAXIMUM, UN.O 866 SCALE= 1/4 a11701" ELEVATION 'I3' GENERAL NOTES. I. CODES I.I. FLORIDA 5ftD:NG CODE RESIDENTIAL, &TH EDITION (2011), SECTIONS 84022 4 R:a06 12, FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 19012 t 2101. 13. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-013). 1.4. AMERICAN SOCIETY Cr- CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2.CONCRETE: 2-1, CONCRETE COMPRE551VE 5TRENGTH AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT -4000 P51 2.1.2, FIRE _C497 W/PRESTRII REINFORCEMENT -6000 PSI 213_ GROUT RSR ASTM C476 - 3000 P51 W/ MAX- 3/8' AGGREGATE, 6' TO 11' 3LUI 22. REINFORCINS MARS: 22.1. STEEL PLACED IN PRECAST LINTEL AT TrME OF FABRICATION ASTM 4615 (GRADE 60) 222. STEEL IN LiNTEL AND KNCCKOUT BLOCK (PLACED IN FiELD) ASTM 49,15 (GRADE 40). 23. PRE-STRE66ED STRANDS ASTM A416 1 -WERE, STRESS RELIEVED 210 K51 2A. DETAIL REINFORCEMENT N ACCORDANCE WITH4C1 315. 2.5. CONCRETINCa OPERATIONS SHALL COMPLY WiTH ACf STANDARDS. 3.MASONRY: 3.1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MA$ONRY ASSOCIATION AND AGI 530-0b. 3.2. MNIMUM MASONRY UCsTI-I: NIT STRENF M 1500 PBI. 3.3- MORTAR SHALL 8E TYKE S. 4. STRUCTURAI 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MiNIMUM ACCEPTABLE BEARfNG OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6tH EDITION (2011), SECTION R&06.14 OR FLORIDA BUILDING CODE RE510FNTIAL, 5TH EDITION (2014). RECTION 2104IB TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8' LINTELS LMEL SAFE LATERAL. LOADS (PLF) Total Length Type 85V PLAN BSB' XL IV 7'-10' Precast 1996 3%4 9'-6' Precast 1168 7918 4'-0' Precast 644 1614 4'-6' Precast 638 866 4-8' Recast 586 1163 5'4' Recast 666 1355 5'-10' Precast 543 P05 1'-4' Precast 634 1364 W-6' Precast 612 1288 9'1' Precast HIB 1111 1'-6' Precast 446 938 1'-B' Recast 425 994 8'-0' Recast 361 84 6'-4' Precast 354 143 2421 Precast 211 563 I0'-6' Recast 192 4$3 II' -4' Recast 196 620 12'-0' Recast 164 549 121-6' PYacast 143 504 13'-4' Prerasl 116 404 14'-0' Precast 99 391 14-8' Prestressed NA. 341 11 PreMreseed NA. 302 111-4' Prestressed NA. 213 19'-4' Prestressed N.A. 116 20'-V Prestressed NA. s9 21'4' Prestressed N.A. 131 6'-2' Prestressed NA. 120 24'-aY Prestressed NA, 33 N.R. - Not Raccmemded LINTEL SAFE LATERAL LOADS (PLF) Total Largth Tva a, DOOR HEADER PLAINT W DOOR HEADER SOLID 3'-1' Precast Im 2011 4' 0' Precast j 9S0 1671 4'-2' Precast 861 671 111-4' Precast 10 1386 4'1' Precast bb9 Ubb 0'•8' Precast 00 1171 6'-8' Precast 504 964 1'-8' Precast 411 781 S',8' Precast 356 664 9'1' Precast 206 535 LOTTS �/ CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 LiNTEL LENGTH � TYPE PE }��WT. CO1"'iMENTS L-1 L-1 11-6' SAS-6-MMIL llr® • j s '' L-2 6'-6' &44-641AIKUL i EC4 OW L-3 9'-4' 8136-6-t'1AJK1 L �' '• L-4 111-4' 8136-641AIKIJL MSTF0Wp L-5 411-6' 8/16-6d1NKO L 2'-2' L-6 4'-6' 8716-6dCUK®JL 2415 L-1 4'-6' M-641WO L 4815 L-8 1'-6' 8716-S-(iJUKiJL (2).2 L-9 sl -4' 8116-641JUKIL 2111 L-10 7'-6' 8716-6-flAW L Y-2' L-11 1'-6' 8/16-6-flAWI L 1343 L-12 7'-6' 8116-6-MUKUL 2608 L-13 4'-6' 8116-6dLt1KO L (2) 4 L-14 1 I-1'-4' 8116-6-mmi L PR almm6Ep ,--(1) ,Ile coNTlNuous 31t /J-9"It98' KNOCKOUT BLOCK T�r 45 PRECAST NONDYAL WIDTH/HEIGHT OF LINTEL r-- PLAIN OR SOLID LINTEL [8116-P-#U/#L] I No. OF ADDITIONAL #5 BARS IN LFPER OR LOWER LINTEL CAVITY 34, -I3p0p PS GROUT e -,PLACED �}, 3k Pt_ IN FIELD) -are4 tY t 8 ' •� :. •; TTP am �t • :.sed. a SEE SCHEDULE llr® • j s '' /® CONTINUOUS GRAVITY CAPACITY (075U rs /3Z 4'-0' oe OL IM UPLIFT CAPACITY CAPACITY Ix5L (17511 M% (2r5U 051 m) T L se 4 AR TIM am BEDjLE �' '• Sm (PRECAST) T�r 45 PRECAST NONDYAL WIDTH/HEIGHT OF LINTEL r-- PLAIN OR SOLID LINTEL [8116-P-#U/#L] I No. OF ADDITIONAL #5 BARS IN LFPER OR LOWER LINTEL CAVITY 34, (2) STRANDS 7/18'«- 77 IMRE STRESS RELEVED PREM E'S-wr CABLE 8r6 -S-0) 11 #5 PRESTRESSED (1) 06 CONTINUOUS �}, 3k 8'X18' KNOCKOUT BLOCK -are4 tY t 8 J0p0 PS! GROUT �t (RAW BI FED) llr® • j s '' � GRAVITY CAPACITY (075U SC EED11LE OL IM UPLIFT CAPACITY CAPACITY Ix5L (17511 M% (2r5U (1) 06 OONTINUOUS L se 4 PRECAST �' '• 713r STIRRUPS AT 4'-0' 4x ' (HIED OR WELDED) (2) STRANDS 7/18'«- 77 IMRE STRESS RELEVED PREM E'S-wr CABLE 8r6 -S-0) 11 #5 PRESTRESSED NR- NOT R5C4rPflENVE;? TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAv1TY GRAVITY UPLFT U LFT LENGTH SPAN 130TTCH HCP CAPACITY CAPACITY CAPACITY CAPACITY DAR BAR (0)51. 0)5u OPBL fl) -DU I n75L (IPSO ()SL (2AU TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LMEL CLEAR I LNTEL TYPE LINTEL STEELGRAYITT GRAVITY UPLFT UPLIFT LEN51N SPAN CAPACITY CAPACITY CAPACITY CAPACTT BOTTOM BAR TOP BAR (075L (LSU (V% (175U (1751. (IT5U (USL (2)511 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LMEL CLEAR WEL TYPE LINTEL STEEL GRAVITY GRAYITY UPLIFT I uPLFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 130TTCM BAR TOP £TAR (0)5L O75U (V% 051 O)5L W% W% (2)511 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL- TYPE LINTEL $TELL GRAVITYtRtR RF LENGTH $PAN CAPACITY CAPACITY CAPACITY CAPACITY BOt10M BAR IDP BER (0191- (mu C170L f'su lm oft (1151. (278(1 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR UdTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LLNGTN SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITT BOTTOM BAR TOP BAR CAPACITY 1 (0751 (175 11 OPSL (INN (1751.(AU I (V5L OA5U TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LINTEL STEELtAFILLED GRAVITY GRAVITY 6 -LIFT UPLIFT LENGTH SPAN GR,i I CAPACITY CAPACITY CAPACITY GAPACr1Y BOl-I01'I BAR I TOP BAR CAPACITY (V'5L (0MU (m O75U O75L NSU (U51. (2)% N 31, 311' 111 N 3W' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS B" X 32" COMPOSITE LINTELS LINTEL CLEAR LENGTFI SPAN LNTEL I-rrF LINTEL STEEL P-OTT011 BAR TOP BAR LNPILLED GRAArr CAPACITY Or% GRAVITY CAPACITY (075U GRAVITY CAPACITY M51. O75u OL IM UPLIFT CAPACITY CAPACITY Ix5L (17511 M% (2r5U 7-10' I' -b' PRECAST (2)4 (2) 4 4245 1809 10¢9 8629 10000 Y -b' 2'-2' PRECAST (2) 4 (2)4 2415 3831 3831 4815 4815 4'•0' 7-$' PRECAST (2).2 (2) 4 1183 2711 2111 3386 3386 4'-6' Y-2' PRECAST (2).2 (2) 4 1343 2165 2165 2600 2608 4'-8' 1 3'-4° P;1ECAST (2) 4 (2).2 1132 ml 2011 2421 2421 5'•4' 4'-0' PRECAST f2)-3 (2) 4 1806 1651 1651 1810 1881 V-10' 4'-6' PRECAST (2).3 (2) 4 860 1423 1423 410 1609 V-4' S'-0' PRECAST (2) V (2) 4 140 1281 1283 1116 1405 6'-6' 5'-2' PRECAST (2)'N (2) 4 110 1232 1232 1145 1348 V-8' 5'4' PRECAST (2) All (2) h 602 1184 1184 1081 1295 1-6' 6'-2' FRECAST (2) 44 (7)12 510 991 991 $25 1082 l'$' W-4' PRECAST (7) M (2) 4 551 959 959 184 1041 8'-0' 6'-0' PRECAST (2)14 (2)-2 1 518 902 902 ill 984 8'-4' 1'-0' PRECAST (2) s4 (2) 4 488 Bbl 051 648 927 T-4' 8'-0' PRECAST (2) b (2) 4 46 126 126 499 190 101-6' W-2' PRECAST (2) b (2).2 354 618 610 380 613 10'-0' PRECAST (2).1 (2)S 35 567 561 311 601 V-0' PRECAST (2) 5 f2)13 292 SIX 525 271 561 Y2'-6' 1T-2' PRECAST (2).1 09 211 490 490 251 $11 13'-4' 12'-0' PRECAST w., (2) 3 255 468 458 24 442 14'-0' 12'-8' PRECAST (2) S (2) 43 233 430 430 190 3% 14'-8' 13'-4' PRESTRESSED (2)44 (2) 42 NR 410 415 230 446 15'-4' 14'-0' PRESTRESSED (2)44 (2) 12 NR 319 3.19 210 401 11'-4' 16'-0 P 111MBED (2) 44 (2) 02 NR 280 288 163 3111 19'•4' iB'•0' PRe'8T13E88ED (2)S (2) #3 NR 224 224 131 254 70'-0' 10'-0' PI�811E88E0 (21 S (2) 43 NR 201 201 122 237 V-4' 10'-0' PI�$T1aE$SE0 (2)' (2)3 NR 17 111 101 208 71'•0' 20'-8' PI STI4E$SED (2)S "- NR 164 164 100 1% 2d'-0' 12'-S' f'IESiRE98ED <2J 5 (21 -3 1iR. 132 t32 84 163 NR- NOT R5C4rPflENVE;? TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAv1TY GRAVITY UPLFT U LFT LENGTH SPAN 130TTCH HCP CAPACITY CAPACITY CAPACITY CAPACITY DAR BAR (0)51. 0)5u OPBL fl) -DU I n75L (IPSO ()SL (2AU TABLE No. 2 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 16" COMPOSITE LINTELS LMEL CLEAR I LNTEL TYPE LINTEL STEELGRAYITT GRAVITY UPLFT UPLIFT LEN51N SPAN CAPACITY CAPACITY CAPACITY CAPACTT BOTTOM BAR TOP BAR (075L (LSU (V% (175U (1751. (IT5U (USL (2)511 TABLE No. 5 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 28" COMPOSITE LINTELS LMEL CLEAR WEL TYPE LINTEL STEEL GRAVITY GRAYITY UPLIFT I uPLFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY 130TTCM BAR TOP £TAR (0)5L O75U (V% 051 O)5L W% W% (2)511 TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL- TYPE LINTEL $TELL GRAVITYtRtR RF LENGTH $PAN CAPACITY CAPACITY CAPACITY CAPACITY BOt10M BAR IDP BER (0191- (mu C170L f'su lm oft (1151. (278(1 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR UdTEL TYPE LINTEL STEEL PLAN GRAVITY GRAVITY UPLIFT UPLIFT LLNGTN SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITT BOTTOM BAR TOP BAR CAPACITY 1 (0751 (175 11 OPSL (INN (1751.(AU I (V5L OA5U TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL CLEAR LINTEL TYPE LINTEL STEELtAFILLED GRAVITY GRAVITY 6 -LIFT UPLIFT LENGTH SPAN GR,i I CAPACITY CAPACITY CAPACITY GAPACr1Y BOl-I01'I BAR I TOP BAR CAPACITY (V'5L (0MU (m O75U O75L NSU (U51. (2)% N 31, 311' 111 N 3W' TABLE No. 6 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) B" X 32" COMPOSITE LINTELS LINTEL CLEAR LNTEL TYPE LINTEL 57EEL GRAVITY GRAVITYUPLFT UPLIFT LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BMGM EAR I TCP BAR (0751.(17611 (V5L (L)SU (V'5L O7Bu (IMSL (77511 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 14" COMPOSITE LINTELS LMEL CLEAR LINTEL TYPE LINTEL STEEL GRAVRY GRAVITY UPLIFT UPLFT L9NGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTG't BFR 10P BAR (07e,L (1150 (U°rL 1175u (1)51. (17511 flAi (2P511 TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 14" RECESS DOOR HEADER LMEL CLEAR I LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT 9Ys114 $PAN CAPACITY CAPACITY CAPACITY CAPACITY BOTTGT'f BAR I TOP BAR (015L (1)511 1(V5i �0-51_0)51J 1(InL(2)05U 311' A, A R C N IT E C TS DesorGroup a.rri n. nvnrsw aas.r'tunn os.vv. LONGWO0 , FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUBDIVe & L01%. KENSINGTON RESERVE (IAT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: LINTEL SCHEDULE (LOTT$S) ARCHITECT: STATE Of FLORIDA 1 �t MA 1 18 T ROLaND A cRa AR NOA DATE: 5 /10 /18 SCS: 1/4"=1'-0" SHEET 4C OF 7 I. r'c B" precast lintel - 4000 pat 2. F'c prestreased lintel = 6000 psi 3. C%rout per ASTM C4T6 f'g = 3000 psi w/ maximum 3/0 inch aggregate t 6 to 11 inch slump 4. Concrete Masonry Units (CMU) per ASTM C90 w/mMimum net area compresaive strength = 1500 psi 5, Rebar per ASTM A615 grade 60 6. Prestressing strand per ASTM A416 grade "0 low relaxation T. Mortar per ASTM 0210 type M or S L-8 L-14 IS (L-6 CL-b EM y L-4 L-3 - --- 11 � LINTEL PLAN_ SCALE: 3/16 ■ I'-0' ELEVATION '81' �ENER,4L NOTES I. Provide full mortar bed and head joints_ 2. Shore filled lintels as racfuired. 3. Installation of lintel must comply with the architectural and1cr structural documents. 4, U -Lintels are manufactured with 5 1/2' lona notches at the ends to accommodate vertical cell reinforcing and grouting. 5, Reference the CAST -CRETE Load Deflection Graph brochure for lintel deflection information, 6. Bottom field added rebar to be located a the bottom of the lintel cavity. 1, 1/32' diameter wire stirrups are welded to the bottom etsel for mechanical anchorage_ S, Gast -in-place concrete may be provided in composite lintel in Ileu of concrete masonry units. 9- Safe load rating based on rational design analysls per ACI 315 and ACI 530 10. the exterior surface of lintels Installed in exterior concrete masonry walls ahall have a coating of stucco applied in accordance with ASTM C-236 or other approved coating. 11. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the Following equation: Applied vertical load + Applied horizontal load 10 Safe vertical load Safe horizontal load 12. Additional lateral load capacity can be obtained by the designer by providing additional reinforced concrete masonry above the lintel. See detail at right: m-1500psl SEE SAFE LATERAL LOAD ,�T TABLES FOR LOAD RATING; FOR EACH ADDITIONAL REINFORCED CMU FULL COURSE /2" CLR TYP (2) "5 REBAR CIR40 or GR60 54FE L04D T,415LE NOTES I. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must 1, reduced by 20'i if bearing length Is less than 6 1/2 inches. 2. NjZ = Not iRated 3. Safe loads are superimposed allowable loads. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. One 07 rebar may be substituted For two 08 reloars In 5' lintels only 6. The designer may evaluate concentrated loads From the as Fe load tables by calculating the maximum resisting moment and shear at d -away from Face of support, 4^3TM4*946T4IIf LINTEL SCHEDULE LINTEL NO. LENGTI4 TYPE 9'-4' am IST, COMMENTS L-1 11-6' 816-BAt 16' O.C.,, UNO. EXTERIOR; WOOD FRAME L-2 6'-6" 9444-09 RECEMM L-3 Sl -4' 6:36-W MTERIOR NON-BEARING L-4 111-4' 0%-18AT F"WSTRE86® L-5 4'-6" 8 6-£BJIt (}' 3} �aYY`.Y.Y L-6 4'-6' 8FI6-mBIIT `.f3",+`�-:.1..1 L-1 4'-6' eFT6-QJ8J11 L-8 'i'-6' 8FI6-BAT L-5 9'-4' 8Fi6-BAT L-10 '1' -6' �FI6-BAt 1 L-11 11-V 8F16 -BAT ;.F { / L-12 1'-6" "-BAT .:Y#:+'.Y'r,'r;Y,�;F+.,+,+i1:.+,5�'.,+YY'rr•+i.J.,Y,+a+#"./„+,t L-13 4'-6" 1 Fib -ow .Y''�.Yt.,.'�'..Y...�.,t''`� L-14 iT-4' 1 "-BAT F'REST1 MMI WALL LEGEND V-4' 15LK BRCS. SMEAR WALL SEci" iENT WOM FRAM BEARING WALL INTERIOR: 2x4 WALL A Y`. 3r 16' O.C.,, UNO. EXTERIOR; WOOD FRAME t.. '. 3" �+". WALL PER COMMWITY Y SPECFICATION& REI R TO TABLE N/63 FOR MINIMUM MTERIOR NON-BEARING REQUIREMENTS FURRINICs AT MASONRr WOOD FRAME WALL: 2x4 w 6 24 Or., OVER FOIL 24' OjC, MAXIMUM, UN:O Y _ r+.;•'t" '��;t.�#,YtYa�.}'.Yt�t`t 1. For composite lintel heights not shown, use safe load from next lower height shown. 8. For lintels lengths not shown, use safe load From next longest length shown a All as Fe loads in units or pounds per linear foot 10_ All safe loads based on simply supported span. 11. The number in the the parenthesis indicates the percent reduction for grade 40 field added rebar. Example T-6' lintel type 5F32-18 safe gravlty load = 6412ns) w/ 15% re:ducticM 6412 (05) = 5501 plf Ti'FE DES�GN,4TION F = FILLED UiTH GROUT / U = UNFILLED QUANTITY OF 05 tREBAfR AT BOTTOM Cr- LINTEL CAVITY apiro =1 /1T QUANTITY OF 05 REBAR AT TOP L!"TINAL HEIGHT NOMINAL WIDTH MIUN "5 RESAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR Q A G.M,U, 4° . CsROUT a • -" • T-5/B'ACTUAL 5' NOMINAL IUIDTN '5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCEN3 foROVIDED IN LINTEL (YARiE5) SAFE LOAD TABLES FOR GRAVITY, UPLIFT 8c LATERAL LOADS C�R.QVITY AAP = I nar)A 0 RC,/Kr 1 R' FWPtTr-.AAr I I-1 IM il=l C � - / +•"-F Y`. 3r Y i' t.. '. 3" �+". .Y -FYY Y 01 HET - - �"yYa'.: � iir ra" Y _ r+.;•'t" '��;t.�#,YtYa�.}'.Yt�t`t ;F�•'. Y�.,�i"..'a i'rx/Y .%s^rYar+t��rt (}' 3} �aYY`.Y.Y }..�i".t`,.�+ Y.n".Y ':Yii"lu" `.f3",+`�-:.1..1 �fi+`•�a`• l .+t".Y +�.,Y{ 1 ,Y Y 1+�.,a",t � . Y Y Fr£ s..J ;.F { / .:Y#:+'.Y'r,'r;Y,�;F+.,+,+i1:.+,5�'.,+YY'rr•+i.J.,Y,+a+#"./„+,t .Y''�.Yt.,.'�'..Y...�.,t''`� � •- .'t`,a"}.u'3.s""1.t"J.Y.t'.3:t"frdX�.Y�}}Yx�.i'./.Y;e*"hii'.Y3'..Y,YY�'".?'xrr' Y' Y' +Y Mnm Y t'✓ � 'iF YF i',a`+Y' := - 1"..t'#�#.>+`r",Y�#�'�.>+"/J;Y.,YA'�`i':+'Y�;+",+'.Y�,+t",Yi+Y#`l��.>+;+.Y;Y.fi'..•+�.u�; .000000vvo, �'at,/:#.Y'�}�';v'.,+' 1111211111 MMINmIM 101" l m ;Ys'� :i�.d '�".:f.1.i`.:�.%`..a?ff1l .. TI.Y'i`•...YY� ,'.`� �.`.t�... � �rY .'�. mo I/Ir�{ 11�� -�#1}iilolf�f,Y "l..Vfl..11`l'l;Y.+$i..+•f'1./.?J f���//.•.'��;}/�.V��,a:Y..*i..i-�Y..+`� l��.,Y//;,,<iww.��v...`t..`.t��",l,..u.:���ryrywwx���+t"i��`f .��r!!:rriis��.'Y.a",#.. i`�•Y.iJ'�.f..Y.+'/� 3'�Ji�.%i�.Y ��t`3'�i�Y2JJ.+�.Y.}�'€/..�'�.t}.+"t`F.�."YY.�.ru's:F..l`� a 'e'.Y.+f.+'.+.,+'.,+',+.`+�.,+'.Y..s,+',+'.f, = •,+,+1.,5+.;Y,Yi Yr �0®0 �m Fj .x.,+l.F.,f.+.+'�"%J.r;+".!J'� a ,.{d{,+'#..,+�}.+..£t".f,+',YJ +":2"� 3;+./1.A:F.t",� 1.�Yl'�.1..•'.�1+�fx.%:+.Y'..+,+'i+.Y.+.f YY,,Y�YF� ,Y�i'.f..+1.iI/f,+fY�i`.,�.e'/r....+'. YxYYYJx ,fit,• S" �'`'�f:Y' ,Y,,��Y ,{,��' _ a+' � � #f ��+` 111MIIIIIII00�00 vvvvo�� sosass� ` 1�.1.u�J`'..a�!Ya'..�.:i�'.t�.,Y�t�`.3�a�..aY,Y��.# `..•aY�f.J.J..�.�*f.}.Y�.Y`a{,y�Yl'.3�1,� E'll�7Fl�l it�>•Efi�� _ AAP = I nar)A 0 RC,/Kr 1 R' FWPtTr-.AAr I I-1 IM il=l C C" PRECAST LU/2" RECE55 DOOR U-LiNTELS SAFE L0405 (1-135/1`7) = 01 HET - - �"yYa'.: � iir ra" Y _ r+.;•'t" '��;t.�#,YtYa�.}'.Yt�t`t ;F�•'. Y�.,�i"..'a i'rx/Y .%s^rYar+t��rt +�.,Y{ 1 ,Y Y 1+�.,a",t � . Y Y Fr£ s..J ;.F { / .:Y#:+'.Y'r,'r;Y,�;F+.,+,+i1:.+,5�'.,+YY'rr•+i.J.,Y,+a+#"./„+,t .Y''�.Yt.,.'�'..Y...�.,t''`� Y' Y' +Y Mnm Y t'✓ � 'iF YF i',a`+Y' := - 1"..t'#�#.>+`r",Y�#�'�.>+"/J;Y.,YA'�`i':+'Y�;+",+'.Y�,+t",Yi+Y#`l��.>+;+.Y;Y.fi'..•+�.u�; .000000vvo, �'at,/:#.Y'�}�';v'.,+' mo I/Ir�{ 11�� -�#1}iilolf�f,Y a = M Yr �0®0 �m a Y: a�.Yfi".�1:+.�''�'F...Y�.i3+.Y!•:rrr'..:Y.Yi-3:+Y'..r::Y.Y#.Y: ,x YY,,Y�YF� YJY YxYYYJx ,fit,• S" �'`'�f:Y' ,Y,,��Y ,{,��' _ a+' � � #f ��+` 111MIIIIIII00�00 ` 1�.1.u�J`'..a�!Ya'..�.:i�'.t�.,Y�t�`.3�a�..aY,Y��.# `..•aY�f.J.J..�.�*f.}.Y�.Y`a{,y�Yl'.3�1,� E'll�7Fl�l it�>•Efi�� _ T==M C" PRECAST LU/2" RECE55 DOOR U-LiNTELS SAFE L0405 (1-135/1`7) 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 +�.,Y{ 1 .:Y#:+'.Y'r,'r;Y,�;F+.,+,+i1:.+,5�'.,+YY'rr•+i.J.,Y,+a+#"./„+,t ,t�+'.,+�F+'.,+',+..+�+-.,+�a+,::.;+.i.�+ �IIIIIIIIII .000000vvo, 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 BXMD:r . de LIOT: KENSINGTON RESERVE (IAT #12) MODELA SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT STATE OF FLORIDA AY 1 'gyp)2��18 AR idOA�CRA DATE: 5 /10 /1 s SCALE: 1/4"=1'— 0" SHEET 4D or 7 1 �IIIIIIIIII .000000vvo, BXMD:r . de LIOT: KENSINGTON RESERVE (IAT #12) MODELA SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: LINTEL SCHEDULE (CAST -CRETE) ARCHITECT STATE OF FLORIDA AY 1 'gyp)2��18 AR idOA�CRA DATE: 5 /10 /1 s SCALE: 1/4"=1'— 0" SHEET 4D or 7 rL 0 L_1 R CL-6 LL 0 LINTEL PLAN SCALE.- 3/16 - I' -V' ELEVATION 'e' �a O QUALITY PRECAST COMPANY 'STRONG' ON SERVICE INP.13, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH REINFORCING SCHEDULE & LOAD CAPACITIES COMMENTS L-1 1'-6' M-841AW L SAFE WORKING LOADS (PLF) 8" X 37COMPOSITE LINTELS 8114-841AIKUL RECESSED LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN (2) D4.5 WIRE WIRE/ BAR 8070M BAR CAPACITY CAPACITY CAPACITY CAPACITY 8116-S-(WK®7L 7'-0" L-8 Z'-6' 8116-S-(WKUL 2625 L-9 (0)#5L (1 )#5U &%-8-(WKUL GRAVITY SAFE LOAD L-10 1'-6' 8116-5diAIKUL (2) D4.5 WIRE (0)#5L (1)#5U (1)#5L (1)#5U 8116-S-(WKUL (1)#5L (2)#5U L-12 1'-6' 8116-54ML 9'-2' L-13 4'-6' 'V' (' L-14 1T-4' 8116-S-lWKUL PRESTRESSED 11'-4" 10'-0" DETAIL'U' DETAIL & V' DETAIL 'U' &'V' ETAIL' DETAIL'W' 2'-10" 1'-6" PRECAST 2 D4.5WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 9576 10000 1 0000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7009 10000 10000 10000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 5700 10000 10000 10000 6-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 7924 10000 9263 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 5748 10000 6723 10000 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No.4 5473 9564 6402 10000 6-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4978 8706 5824 10000 64' 7'-C PRECAST (2) D4.5 WIRE 2 No.4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3536 6205 4141 7410 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 5348 2699 4424 12'-0" 10'-8" PRECAST (2) No. 3 2I No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 2919 3369 2174 3572 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 2535 2961 1884 3137 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 2278 2698 1691 2856 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3326 3326 1829 2919 PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 2 No.4 6'-4" 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 16-4" 14-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3031 3031 1666 2702 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2346 2346 1290 2210 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1865 1865 1029 1869 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1 737 959 1 778 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1 516 839 1 62C (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1 551 2 No.5 (2) 7/16 strand + 27-8" PRESTRESSED (2) No. 3 (2) No. 1250 1250 658 1300 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE INP.13, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE 9'-4' 513 HT. COMMENTS L-1 1'-6' M-841AW L ITP' Or.,. UNO. EXTERIOR= WOOD PRAMS L-2 6'-6' 8114-841AIKUL RECESSED L-3 9'-4' 8136-8- IAXII L INTERIOR NON-BEARINCs L-4 IT -4' 8136-8dUUKUL PRESTRESSED L-3 4'-6' 8116-8-lW e L (2) D4.5 WIRE L-6 4'-6' M-641AIKAL 2651 L-1 4'-6' 8116-S-(WK®7L 7'-0" L-8 Z'-6' 8116-S-(WKUL 2625 L-9 9'-4' &%-8-(WKUL GRAVITY SAFE LOAD L-10 1'-6' 8116-5diAIKUL (2) D4.5 WIRE L-11 1'-6' 8116-S-(WKUL 1881 L-12 1'-6' 8116-54ML 9'-2' L-13 4'-6' 8116.5-(WKO L 1777 L-14 1T-4' 8116-S-lWKUL PRESTRESSED WALL LEGEND 19'-4' 5LK 5R3. SAFE WORKING LOADS SHEAR WALL SEGMENT Woof FRAME BEARINCs LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP WALL INTERIORA 2x4 WALL • UPLIFT ITP' Or.,. UNO. EXTERIOR= WOOD PRAMS BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY WALL PER COMMUNITY (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1)#5U (1)#5L (1)#5U SPECIFICATIONS. RIS=ER TO (2) D4.5 WIRE TABLE N/153 FOR MINIMUM INTERIOR NON-BEARINCs FISOJIRMMEN TS ' FURRM AT MASONRY t' WOOD FRAME WALL, 2x4 6 A 24' OAC. OYER FOIL 24' Ojr. MAXIMUM, UNA 8'-0" REINFORCING SCHEDULE & LOAD CAPACITIES 7-6" SAFE WORKING LOADS (PLF) 8 X 16 COMPOSITE LINTELS (2) D4.5 WIRE LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY .ENGTH (0)#5L (1)#5 (1)#5L (1)#5 (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (2) D4.5 WIRE DETAILW DETAIL')' DETAIL 'H' & 'J' DETAILX 3'-6" 1 2'-2' PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 P44'-0 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 '-b" 1 S-2' 1 PRECAST 1 (2) D4.5 WIRE I 121 No. 3 1 7207 1 10000 1 9863 1 10000 5' -IU' 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6' S-2' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF 45 BAR AT S -SOLID LINTEL I LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 2' 2' 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 642 642 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE/ BAR BOTTOM BAR 8'-0" 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 LINTEL TYPE 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 GRAVITY SAFE LOAD 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 1640 10'-6" 1 9'-2' PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 (2) No.3 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 1386 12-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 1483 12-6" 11'-2' PRECAST (2) No.3 2 No.5 1354 1354 981 1354 2'-10" 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 7-8" 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 (2) D4.5 WIRE 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 (2) No.3 929 929 4'-8" 3'4" (2 No.4 PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 IS -4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 5'-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE 2 No.4 864 995 995 831 831 6'-8" 5'4" 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 (2) No. 4 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 542 669 669 462 537 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 294 1 510 2 No.5 (21 No.4 1563 1563 1113 1455 20'-0" 18'-8 PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 GRAVITY SAFE LOAD SOLID PLAIN #5 (1) U (0) DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID SOLID #5 #5 (l ) U U 0) ) L L #5 (2) U (1)) DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 74" 2'-0" 2 No.5 3764 6455 5637 5637 4'-0" 7-8" 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 2654 4449 3965 3965 4'-4" 3'-0" (2) No.5 PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 PRECAST (2) 134S WIRE (2) No.3 1193 2290 2085 2085 6'-8" 21 No.5 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF 45 BAR AT S -SOLID LINTEL I LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 2' 2' (1) #5 CONTINUOUS REQ -D. PRECAST PER STRUCTURAL PLAN ` 7/32" STIRRUPS AT 4'-0" cc 24'-0" 22'-8 PRESTRESSED (2) No. 3 2 No. S 6 s ran + 642 642 306 599 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER 8"x8" LATERAL SAFE LOADS (PLF) RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE/ BAR BOTTOM BAR GRAVITY & 8"x8" UPLIFT RECESS SAFE LOADS (PLF) DOOR HEADER SOLID #5 (1j U (Oj L #5 (1) U (1) L SOLID #5 (21 U (1) L TOTAL -ENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR LATERAL SAFE LOAD PLAIN SOLID DETAIL'DA' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE NNTELSTEELTOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLIDSOLID PLAIN #5 (1) U (0) L #5 (1) U (11 L SOLID SOLID #5511 UU0) LL #5 (2) U (1j L 3'-8" 2'-4" 2'-0" PRECAST (2 D4.5 WIRE (2) No.3 1640 1790 DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAICDD' 3'-8" 2'4" 2'-0" PRECAST (2) 04.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'4" 2'-8" 24" PRECAST (2) D4,5 WIRE (2) No.3 1386 1410 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259 4'-Z' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 1137 1137 4'-4" 3'4" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4S WIRE (2) No.3 929 929 4'-8" 3'4" S-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 5'-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'4" 60" PRECAST (2) D4.5 WIRE I (2) No.4 1 606 1097 6'-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 498 863 [H�F-4 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1 294 1 510 TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF 45 BAR AT S -SOLID LINTEL I LOWER LINTEL CAVITY [8x16 -P-1 L/1 U] NOMINAL WIDTH QUANTITY OF 45 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEESCHEDULE) 2' 2' (1) #5 CONTINUOUS REQ -D. PRECAST PER STRUCTURAL PLAN ` 7/32" STIRRUPS AT 4'-0" cc r;m (TIED OR WELDED) 261 BOTTOM BARS _ SEESCHEDULE NOTES: ' 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REIN F. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2- -•IOD f�7 TOP LEG BARS: (SEESCHEDULE) 2# (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc IT OR WELDED) NOTES: - 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STAN DARD FOR REIN F. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE/ BAR BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1j U (Oj L #5 (1) U (1) L SOLID #5 (21 U (1) L DETAIL'DU' DETAIL'DV' DETAIL'DU' &'DV DETAIL'DW' S-81, 2'1" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 4'-Z' 2'-10" 2'-6" PRECAST (2) D4S WIRE (2) No.3 9563 10000 10000 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'-8" 3'1" 3'4" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 5'-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 6'-8" 61" 5'4" PRECAST (2) D4.5 WIRE (2) No.4 5323 10000 4103 10000 7'-8" 64" 6'-0" PRECAST (2) D4S WIRE (2) No.4 3810 10000 2929 9691 8'-0" PRECAST (2) D4S WIRE (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"X1 b" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR LINTEL TYPE LINTEL STEEL TOP SIZE WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITYSAFE LOAD UPLIFT SAFE LOAD SOLID SOLID SOLID #5 (1J U (Oj L SOLID #5 (1) U (0) L #5 (1) U (1) L #5 l u l l #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 34' 2'-4" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'4' 2',8" 2'4" PRECAST (2) 04.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" S -o" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'4" 3'-4" 3'4" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'1" 4'4" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6'-8" 5'4" 5'-0" PRECAST (2) DCS WIRE (2) No.4 2976 2976 2676 2737 7'-8" 64" 6'-0" PRECAST (2) DC5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4" V-0" PRECAST (21 D4.5 WIRE (21 No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS Wx12" RECESS DOOR (PLF) HEADER TOTAL LENGTH CLEAR SPAN DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL SIZE WIRE/ BAR BOTTOM BAR GRAVITY SAFE LOAD SOLID PLAIN #5 (1) U (0) DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID SOLID #5 #5 (l ) U U 0) ) L L #5 (2) U (1)) DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 7-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-Z' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 44' 4'-0 PRECAST (2) 134S WIRE (2) No.3 1193 2290 2085 2085 6'-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'-8" 6'-4" 6'4" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1000 686 903 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �'ll'I'I'll �00000000� StmDr . de LOT: KENSINGTON RESERVE (]LOT #12) MODEL SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: LINTEL PLAN (QUALITY PRE -CAST) STATE Or- FLORIDA i MAY 0 2 � 1 AL AiM"CM E NO 93723 DATE: 5 /10 /18 SCAIM: 1/4"=1'- 0" SHEET 4 E OF 7 ER SPAN CHART SiZES PER CHART, UAI.O.) SiNCsLE STORY APPLICATION SIZE CLEAR SPAN CONNECTOR SCHEDULE I CCNT5VL DATE: 01-01-15 UP TO W-4' SIMPSON 5'-4' TO I'-0' USP 11-01 TO 1m'-0' DBL 2 x 12 10'-0' AND OVER DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER W-0' TO 6'-4' META -I6 1450 HTA 16-18 1400 AT EACH END OF HEADER (7) 10d x 1 1/2" I -PLY, (6) 166 2 -PLT, (U5P: (10) 106 X 1 12' - NO 166 OPTION) (2) META -16 1988 1900 l2J HTA 16-18 2800 (10) 1Od x 1 1/1' I -PLY, (USP, (10) 10d x 1 1/27 (14) 16d 2 -PLY (USF! NO 16d OPTION) HETA-16 1510 HTA 16 lro5 (9) 10d x 1 1/2' 1 -PLY, (8) Irod 2 -PLY USP: (10) 10d x 1 112', NO trod OPTION ME74-20 1810 HTA 20 166 (9) 10d x 1 1/2' 1 -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 12', NO 16d OPTION >_ Of (2) HETA-20 2035 2600 (2) HT4-20 3110 (10) 1Od x 1 12' 1-P LY UOP: 00) 10d x 1 12' (12) irod d 2 -PLY (USP, NO tbOPTION) Z o LGT•2 2750 LUGT-2 1915 (7) - 1/4' x 2 114' 71TEN 2 PLY CUSP: BLK (5) 1/4' WB, WOOD (16) 10d N DETAL-20 2480 NO USP CONVERSION FOR 51MPOCN DVAL-20 (18) - lod x 1 12, 1 PLY Q MGT 3q65 MUGT 400:9 CIl 5/0" 47R. IN HIGH STRENGTH EPDXY (MN. 12' EMBEDI, (22) 10d TO WOOD (USP: (28) 10d TO U)OOD) 4-10T-2 . 10980 HUGT-2 $365 (2) 3/4' ATP_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) 43T-3 . 10530 HWT-3 9365 (2) 3/4' ATR. IN HIGH 57RENCs7H EPDXY (MIN. 17' EMBED), (16) 10d TO WOOD NSP: WOOD (8) 10d) LGT3-5D62.5 3285 LUG) -3 5330 (12) ODS 1/4'x2 12' TO GIRDER (4) 3/5" x 5' TITEN HD TO WALL NSP: CONC. (4) 3/13'X 5' U.EDGE BOLT, WOOD (12) W525 LTA2 1210 PARALLEL To WALL 1425 PERPENDICULAR TO LPTA WALL 1555 (lo) 1Cd x 1-12' NSP; (10) IOd x 1 12' VGT 4940 NO USP CONVERBfON FOR 51MP6CN VGT (1) 5/8" A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SII-TPSCN (2) VCT) (2) 5/0" A.TR. N HIGH 57RE,4TH EPDXY (MIN. 12' £MEED), (32)-5DS 1/4'X3' / 2 PLY MTS -12 1000 MTW 12 1595 (14) Iod x 1 12' CUSP: (14) 11 x 1 11 (14) 10d) 4416-16 1150 HTW 16 1660 (16) 10d x 1 12" CUSP: (16) loot x 11/2", (16) lod) HTS -20 1480 HTW 20 2045 (24) 10d x 1 12" (USP: (24) 10d x 1 12', (20) 10d) HTO -24 1480 HTW 24 2045 (24) 10d x 11/2' (USP: (247 10d x 1 12', (20) 10d) LSTA-12 925 LSTA 12 970 (10) loci USP: (lo) lod LSTA-18 ++ 1235 LSTA 18 1360 (14) iod LISP: (14) lod META -18 a 1315 M5TA-IS 1315 (14) 10d UST': (14) 10d N META -24 ++ 1640 MSTA-24 1750 (I8) 10d USP: (IS) 10d 0- META -30 ++ 2050 MSTA-30 2140 (22) 10d USP: (22) 1a6 < MSTA-36 ++ 2050 MSTA-36 2525 (26)106 USP: (26) Iod F— MSTI-36 3800 KSTI 236 3090 (3( ) 10d x 1 1/2' USp: (36) IOd x 1 12" MV -46 5065 KTSI 248 4250 (4e)10d x 1 1/2' USP: (49) 10d x I V2' H6 950 LETA 6 1595 (8) Sd TO PLATES, (S) 8d TO STUDS (USP. (16) 8d x 1 1/2', (16) ed) 6P4 885 SPT 4 945 (6) I0d x 1 12" TO STUDS USP: (6) 106 x 1 1/2' TO 57UPS A34 995 MP 34 410 (4) 8d x 1 112' TO BEAM, (4) 8d x 1 12' 70 POST. uSP: (4) 8d x 1 1/2" TO BEAM, (4) 8d x 1 12" TO POST, HCP2 645 HHCP 2 1010 (12) Iod x 1 112" USP! (10) 106 x 1 12' TO TRUSS, (10) 10d X 1 12" TO PLATE HIDA 1340 RT 16A 21W (18) 106 x 1 1/2" USP: (9) 106 x 1 1/2' TO TRUSS, (8) 106 X 1 12' TO FLATS VGT 4 HDU4 4565 p14D 44 4535 (16)-5D5 1/4"x3' TO WOOD, (I0)-8DS 1/4'x2 12' W/ THII ROD, (2) NUTS/WASHER/2 PLT U5P: 5/0" ATR MN. 1" EMEED SET IN HIGH STRENGTH EPDXY, (10) U,15W UK= SCREWS VGT a HD15 4940 TDX 10 5119 (I6) -SDS 114'x3' TO WOOD, (3)-3/4' STUD BOLT$ W/ THREADED ROD, 0) NUT5/WASHER/2PLY USP: 1/8' ATR MINL 7' EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/8' THRI-BOLTS ABU 44 2200 6665 PAU 44 2535 6715 (1) II A.TR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC, (12) ibd TO WOOD U5P. SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (I) 5/6" A.TP, IN HIGH STRENGTH EPDXY, (MIN. 7- EMBED.) IN CONC„ (12)f6d TO WOOD USP: SAME Aro 51MPSON LTT19 +++ 1340 LTS 19 1205 (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED,) IN GONG, (S)I0d TO WOOD USP: SAME AS SIMP5ON Q LT720D +++ 1500 LTS 200 1105 (1) 12' A.TR. IN HIGH STRENGTH EPDXY, CMIN. 1' EM5EDJ IN CONG, C10)10d TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN NIGH STRENGTH EPDXY, (10) loci, (10) iod x 1 12', 2-12' = Z HTT4 4455 HTT45 4465 (1) 5/8' A.T.R. N HIGH 5TTSNr TH EPDXY CMIK 7" EMBED,) IN GONG, (18) 5D-10 X 1 1/1' (USP: (20) trod X 2-1/2') U5P HAS MORE NAIL OPTIONS 00) 10d, (20) 10d x 1-1/2", (20) 166 x 2 1/2' Q HTTS 3090 HTT45 3430 (I) 5/8" A.TR IN HIGH STRENGTH EPDXY (MN. 7" EMBED,) N CONC, (261 16d X 2 12" (U5P; (20) 16d X 2.127 USP HAS MORE NAIL OPTION& (28) IOd, (2B) 10d x -I/2', (20) 16d x 2 12' HHDG211-SD0 29. 11,810 UPHD II 12090 (1)1' ATR IN HIGH STRENGTH EPDXY, (MIN W" EMBED.) IN GONG., (24) ODS Y4" x 2$' WOOD SrJwEW$ (U8R (24) W53 WOOD SGFwvs) HD15 6643 TDX 10 3110 (1) 116' A.H. IN HIGH STRENGTH EPDXY, (MINL 7' EMBED.) IN CONC., (3) 3/4' 57UD BOLTS TO WOOD (USP: (4) 1/8' 5005) (n ME"A 3.56/1125 3475 5330 NFM35XI2U 316$ 1130 SIMPSON: (I) 3/4' A.T.R. M HIGH STTFENGTH EPDXY, (MLN. 6.15' LM5EDMILNT) IN CM1J. TOP, (1) 3/4' A.T.R IN HIGH 5TRENGTH EPDXY, (MIN. 6.-V EMBEDMENT) N CMU. FACE, (IS)10d TO BEAM USP; (1) 1/2' J -HOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAM$ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MINL 5' EMBED DEPTH IN$TALLED IN THE FACE 04� bad AT Jot&t W CD HUSC412 CWCOD) 3635 2660 (FLR) HU54121F 3265 (ROOF) 2530 (FLR) 3060 3225 (ROOF) (10) Ibd TD 1 -BARER (10) trod TO WOOD USP: SAME 45 SIMPBON Q4UC410 (CM) talo 5085 H1D410 F 1905 31'15 (18) 114" x 2-3/4' THEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x 3" LU53 SCREWS, 00) 106 TO WOOD. 4UC210-2 (Cmu) 1510 5085 H1D210-21F 1905 3115 (18) 1/4" x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 1Od TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (19) 106 TO WOOD HUCNO-3 (CMU) 1510 4000 HDXO-31F 1905 3175 (VII x 2-314' TITEN (9 PER FLANGE) TO CMR,), (I0) 10d TO WOOD: (U5P: (I8) 1/4' x 3' W53 SCREWS, (I0) 10d TO WOOD LGUM26-2-505 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3(&'N 4' TiTEN HD ANCHOR5 (2 PER FLANGE) TO CMU, (4) 1/4" X 2 12" 5D$ SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU5$TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING 6YSTEMI6. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 7" DEEP, THE VERTICAL CELL IN GM.U. WALL MU5T HE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 19 REQUIRED FOR T1416 APPLICATION PRIOR TO INSTALLATION. 4w MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMiBEDMENT INTO THE FOUNDATION WILL BE 7' W F— 0 A.T.R. • A-307 ALL THREAD ROD (s1,ZE, PRoTECT1CN TYPE, LENGTH, ETC. YAR1ES) Z BECAUSE OF THE WIDE VARIETY CF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PONSIBLE FOR M4KIW, SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENER:!. WHEN USING IMAX / HDG GALVANIZED CONNECTORS, U5E FASTENERS GALVANIZED PER ASTM -A153 USE OF EXPANSION ANCHORS WILL HE EVALUATED ON AN INDIVIDUAL BASIS AND MIST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGNEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'NIGH WIND -RESISTANT CONSTRUCTION C -1111A99, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE / MASONRY CATALOG C -SAS -2012. ER SPAN CHART SiZES PER CHART, UAI.O.) SiNCsLE STORY APPLICATION SIZE CLEAR SPAN DSL 2 x 6 UP TO W-4' DBL 2 x & 5'-4' TO I'-0' DBL 2 x 10 11-01 TO 1m'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-0' DBL 2 x & W-0' TO 6'-4' DBL 2 x 10 6'-4' TO &'-@' DSL 2 x 12 V-05 AND OVER 2x12 (42 SYP) 1/165 Oft (TYPJ NAiL 13) Mai 0 6'-V OJr, TYP. 2a 12 BM.1HDR. ® ENTRY MINIMUM WALL AND WEARER STUD REQUiREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-®' TO gI-0111 UX0. W-11 1/2' i'-11 1/2' AND UP NUMBER OP HEADER STUDS SUPPORTING END OP HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS1 2 AT EACH END OF HEADER 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.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 ROORFLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'4" MIN. FROM 2ND. FLR. LINE Cil CJ3T CJbT AVIGT A03T A04T A10 Aldi Alm Aim Aim Ail All All All Al2B AVOT A1415 AIM A1615 004 1303 am U' 01Cs (2) META -16 002 D02 D02 00113E ROOF PLAN SCALE: 1/4 - I'-0' ELEVATION '15' r nrr rL L fOr L L rL I GJI CJ3 CJb C04D 00319 00213 CM cib CJ3 CJl 0 A R C H I T E C TS LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 OXMDIV. de LOT: KENSINGTON RESERVE (IAT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: ROOF PLAN DATE: s /10 /18 $CALF: 1/4"=1'-0" SHEET 5OF7 A R C H I T E C TS Des ign Group Inc. Lo .46W666'. FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SVf3DIV. & LOT: KENSINGTON RESERVE (IAT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 01281 PAGE: ENTRY SECTION ARCHITECT.- STATE OF FRORDA s FOOL � ANOA937t�A rDATE: 5/lo/le 8CAraE: 1/4"=1'- 0" SHEET 6 or 7 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: SEASIDE LOAD INFORMATION VA 2539 SQ. FT. GENERAL LIGHTING X (3) = VA PER SQ. FT. 7,617 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 KIERPTM (TAMPER RESISTANT TYPE) 120/240 SUBTOTAL OF GENERAL LOAD 48,863 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 38,863 VA x (4) 15,545 TOTAL NET GENERAL LOAD 25,545 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 4 WIRE COMT10N CIRCUITS 5—KW ELECTRIC HEAT 5000 VA x (65%) 3250 M AND METER NET GENERAL LOAD 25,545 NET TOTAL HEAT 10,450 TOTAL LOAD 35,995 CALCULATED LOAD FOR SERVICE 35,995 VA / 240 V= 149.98 200 AMP SERVICE (3) 01 THHN/THWN COPPER CONDUCTORS, (1) " 6 THNN/THWN COPPER GROUND IN 2" CONDUIT. GRADE LINE 200 ,AMM ELECTRICAL f'I&EfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC 15 USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX METER, VERIFY LOC. F-i'LECT"'ICAL PLAN. ELEVATION '5' 5CALE: 1/4 = V-0' UNDER CABINET LIGHTING DED. 20 ,AMP OUTLET FOR M. WAVE VENT MJWAVE TO EXTERIOR UNDER CABINET LIGHTING I ELECTRICAL LEGEND I SYMBOL DEFINITION v 110v OUTLET TRANSFORMER BANG: 5OkVA TYPE) VOLTAGE: 1620/13200-240/4WV EOUPPED W C#nM FAA.T NEMA 3R OUTLET NIEAUPtER (TAMPER RE81OW TYPE) 200 AMP SERVICE: SINGLE PHASE EpJIPPED uu c,Raw FAJLT OUTLET KIERPTM (TAMPER RESISTANT TYPE) 120/240 TYPE: UNDERGROUND EMOTED IW CWZW FA LT NtERPtER nAMPER REGNANT COM50 TYPE) VOLT 42 AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT DISCONNECT 4 WIRE COMT10N CIRCUITS AT SECONDARY SIDEt (120/240 VOLTS) M AND METER MLO MAXIMUM FAULT CURRENT: 19390 amps �s CAN 3-IU4Y CMMTZN `r4 SWATCH 4 -MY OFMTICN POWER COMPANY DIMMER SWITCH 200 (.� WALL MOUNTED LIGHT TRANSFORMER WALL SCONCE AMP. PHONE / DATA PRE -WARE y.( CEILINGS j, MOUNTED LIGHT WEATHER RECESSED CAN O VAPOR PROOF PROOF BOX VENT FAN SERVICE BY OTHERS k( VENT FAN W/ INTERSYSTEM 5ONDINCs TERMINAL �•�( LIGHT AT LOW VOLTAGE CONNECTIONS GRADE LINE 200 ,AMM ELECTRICAL f'I&EfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC 15 USED THERE IS NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX METER, VERIFY LOC. F-i'LECT"'ICAL PLAN. ELEVATION '5' 5CALE: 1/4 = V-0' UNDER CABINET LIGHTING DED. 20 ,AMP OUTLET FOR M. WAVE VENT MJWAVE TO EXTERIOR UNDER CABINET LIGHTING I ELECTRICAL LEGEND I SYMBOL DEFINITION NOTES 110v OUTLET Eamom w Mom FaLLT NMRVM R (TAMPER W MTAM TYPE) 110V FLOOR EOUPPED W C#nM FAA.T ® OUTLET NIEAUPtER (TAMPER RE81OW TYPE) IIOv SWITCHED EpJIPPED uu c,Raw FAJLT OUTLET KIERPTM (TAMPER RESISTANT TYPE) 110v GFI EMOTED IW CWZW FA LT NtERPtER nAMPER REGNANT OUTLET TYPE) 220V OUTLET 4 WIRE COMT10N EXTERIOR WATERPROOF OUTLET SWITCH �s SWATCH 3-IU4Y CMMTZN `r4 SWATCH 4 -MY OFMTICN DIMMER SWITCH (.� WALL MOUNTED LIGHT WALL SCONCE PRE -WARE y.( CEILINGS j, MOUNTED LIGHT O RECESSED CAN O VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN W/ �•�( LIGHT 24' LIGHT STRIP 48' LIGHT STRIP Q FUORESCENT WRAP AMM 14' FLUORESCENT 48' FLUORESCENT D PANEL — STRUCTURED WIRE PANEL METER 91OKE DETECTOR BATT. BACK -W IW HAFVWIRE NTEW'aftm ® CAR$ON MONOXIDE BATT. BACK -u' WV HARDWIRE DETECTOR NTEWa#NEctEc SMOKE / CARBON MAT' DAM-' V e• MONOXIDE MwaM wnwra cw DETECTOR COMBO PENDANT LIGHT TELEPHONE JACK 4 GAS OUTLET ® CEILING FAN / CEILNG BOX MUM TO BE SUPPORTED N ACCORDANCE uV LIGHT BOX MAIM AS S" FM NePECTTON CEILNG BOX REGI M TO BE O J -BOX & PPORTED N ACCORDANCE W BOX MARKED AS SUCH FOR NODEMON O SPEAKER PRE -WARE FLOOD LICIT SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER HEATER If] DISCONNECT AIR GOND. DISCONNECT TELEVISION JACK EMEWA9 CY LIGHTING O DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RE515TANT TYPE A R C H IT E C TS Desoincn Grou. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000/012R1 PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA l 'y 2, 8 ,I i AR NO 723 � DATE: 5/10/18 ' SCALE: 1/4„-1' _ 0" SHEET 7 OF 7 11111111111 000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000/012R1 PAGE: ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA l 'y 2, 8 ,I i AR NO 723 � DATE: 5/10/18 ' SCALE: 1/4„-1' _ 0" SHEET 7 OF 7 SHINGLES OR TILE (PER 5LDR) REFER TO DETAIL 1/02 FOR GABLE NOTE: NOTE: X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER W FELT PAPER (OR APPROVED EQUAL) t0 PLUMB JAMB. t0 PLUMB JAMB. INSTALLED PER SECTION RN* OF THE FBCR, -ENGINEERED bTH EDITION (2010 GABLE ROOF TRUSS $" DO NOT EXCEED �' 11 DO NOT EXCEED CMu BLOCK s' CMu BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES ' DRYWALL J' DRYWALL WINDOW/DOOR JAMB METHOD PER "NAILING SCHEDULE') AT FIRST (2) BAYS P.T. Ix4 or j'x4" MIN. P.T. Ix4 or I'x4' MIN. (41-01 (SEE WU Oz. a SHEATHING SEAMS) (NDOWA DOR JAMB W000MCs 1x4 or 1x21?t. NAILER (SEE WMDOWOOR ,� � Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER FASTENER SCAEDU�.E FOR ATTAC" NI DOOR CASING FASTER SCI�IJI.E FOR ATTACNME�It DOOR 4 METAL DRIP SCHEDULE 2xb SUB -B TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH DOOR JAMB / WINDOW MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW ' TEXTuRED CEMENTITIOUS COATING MSN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING EACK END and a, 18' O.C. MAX (ATTACHED TO BLOCKING P.T. 1x4 or J'x4' MIN: (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MS'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED CURE P.T. 2x8 TO BLOCK w/' x 9' 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN :� �� (1J' TAPCON (MIN. EMBEDMENT I') WALL SHEATHING (TYPE AND ATTACHMENTor SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y4 or + 4 } WINDOW TO BLOCK (+3 } 8 FROM EACH END and is o.C. MAx METHOD PER 'NAILING SCHEDULE') (b' MIN. EMBEDMENT 0 32' OCG. MAX))5 " (1) DRIVE PIN, Of FROM EACH END and DOOR JAMB TO BLOCK (+Y4 or + / DOOR JAMB TO BLOCK (+3) . jai O.C.MAX SECURE GABLE To 2x8 P.T. PLATE 4A ' limit-of '1 , ,-® , 4E SCALE:1'=11-0' MIN. SHANK SIZE .145 w/ 12d NAILS 6 Of O.C. MAX 7B MIN. HEAD SIZE 300 T. 2x4 RAT -RUN ATTACHED TO EACH MR EMBEDMENT 1 TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED * MID -POINT OF TRUSS SPAN NOTE: — NOTE: ' TEXTURED CEMENTITIOUS or 10-0' O.C. MAX SHIM AS NEEDED SWIM AS NEEDED P.T. 2x4: CEO COATING MIN. (PER ASTM ATT OR BLOWN -IN INSULATION t0 PLUMB JAMB. t0 PLUMB JAMB. SECURE TO BLOCK w/ (1) �' TAPCON C926) OVER (R -VALUE PER ENERGY CALLS) DO NOT EXCEED' DO NOT EXCEED' (MIN. EMBEDMENT 149 8' FROM EACH ' GYPSUM BOARD OR J' HIGH STRENGTH 8" CICU BLOCK END and a 18' O.C. MAX CEILING BOARD DRYWALL a' CMU BLOCK }' DRYWALL or C. FILLED U -BLOCK w/ ll) "5 P.T. 2x (�1) DRIVE PIN, S' FROM EACH END and 1 BLOCK WALL SECTION — GABLE ROOF (SEE WIDOW= JAAr� BLOCKING 1x4 or 1x2 P.T. NAILER P.T. Ix4 or Jx4 MIN. 1x4 or Ix2 P.T. NAILER 18 O.C. MAX S STORY SCA�,E; 3/4@,1.00 CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACI•NIH1T DOOR CASING (SEE UND��OOR' �- ' OSB (4' WIDE MIN.) MIN. SWANK SIZE J45 FASTENER SCNEIDU FOR ATTACHMENT MIN. HEAD SIZE 300 DOOR JAMB I WINDOW SECURE 2nd 2x TO STRUCTURAL DDDR CASING MIN. EMBEDMENT I' SWINDLES OR TILE (PER BLDR) (ATTACHED t0 BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW PER MFR'S SPECIFICATIONS EACH END and 0 18' O.C. MAX (ATTACHED TO BLOCKING OVER "30 FELT PAPER (OR APPROVED EQUAL) PER MFR'S SPECIFICATIONS) P.T. 2xb: CEKI INSTALLED PER SECTION 8905 OF THE FBCR," NOTE: SECURE TO BLOCK w/ (2) " TAPCONS bTK EDITION (2010 WINDOW TO BLOCK (+1 72 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 149 S' FROM EACH DOOR JAMB TO BLOCK (+1 4") THROUGH NON-STRUCTURAL MEMBER (Ix or a' 055) END and , 18' O.C. MAX OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/' TAPCON MIN.1 4' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE" �:11'-V (2) DRIVE PINS, 8' FROM EACH END and ® 18" O.C. MAX Att DR BLOWN -IN INSULATION EMBEDDED STRAP -ENGINEERED ROOF TRUSS WINDOW TO BLOCK (+31S 7 MIN. SHANK 517.E .145 MR HEAD SIZE 300 (PER PLAN) (R -VALUE PER ENERGY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 %8") MIN. EMBEDMENT 1 SHIM AS NEEDED 4F SCALE: 1'4-0' TO PLUMB JAMB. METAL DRIP E +�111-'GYRDS1 BOARD OR J' HIGH F1DO NOT EXCEED" F.T. 2x8: 2xb SUB- STRENGTH CEILING BOARD 8' CMU BLOCK SECURE t0 BLOCK w/ (2) a' TAPCONS VENTED ' ONc. FILLED U -BLOCK w/ NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH ALUMINUM SOFFIT (1) v5 CONTINUOUS W15AR P.T. 2x 1x4 or 1x2 F.T. NAILER SHIM AS NEEDED END and s IS' O.C. MAX R PLAN o' 4 : (SEE WINDOW= JAMB W)CKINCsor WINDOW (PER PLAN), 21 CAST LINTEL FASTER SCWWULE FOR A17A ' 055 (4' WIDE MR)TO PLUMB JAMB. DO NOT EXCEED (2) DRIVE PINS 8' FROM EACH END and (SIZE AND REINFORCEMENT DOOR JAMB /WINDOW DOOR CASING �' �s 18' OL. MAX ATTACHMENT PER MFR. PER PLAN) SPECIFICATI (ATTACHED TO BLOCKING a' CMU BLOCK MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONSDRYWALL MIN. HEAD SIZE 300 NOTE: P.T. Ix4 or I'x4' MIN. 1x4 or Ix2 P.T. NAILER MIK EMBEDMENT 1' STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECUREDFSEE E FOR anUNIXUMPOM JAMB i P.T. Ix (4' WIDE MIN.) L INSULATION THROUGH NON-STRUCTURAL MEMBER llx or if OSB) ASTENER DOOR CASING P.T. (2) 2x4: EN PRECAST OR POURED IN (R -VALUE PER ENERGY CALCS) w/ If TAPCON MIN. 1 " EMBEDMENT INTO BLOCKSECURE 2nd 2x t0 STRUCTURAL PLACE SILL (PER BLD MEMBER w/ (2)11d NAILS S' FROM -BOOR JAMB / WINDOW SECURE TO BLOCK w/ (U" TAPCON GYPSUM WALL BOARD EACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT I k) 8' FROM EACH ' TEXTURED CEMENTITIOUS 1) S REBAR VERTICALLY IN WINDOW TO BLOCK (+1 19/16") PER MFR'S SPECIFICATIONS) END and s 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL 1� » NOTE: or DRIVE PIN, 8" FROM EACH END and C1326) OVER (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 /S) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 18' O.C. Max a' ' F.T. FURRING STRIPS +� Ib' O.C. 4C ,1�=1,-V THROUGH NON-STRUCTURAL MEMBER (Ix or 1' OSB) MIN. SHANK SIZE .145 w/ J' TAPCON MIN. I J' EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 -WOOD BASE MR EMBEDMENT I if NOTE: WINDOW TO BLOCK (+3 %g") SHIM AS NEEDED7 77 P.T. (2) 2xb: TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /e) , ° RETE SLAB DO NOT EXCEED ' 4G SCALE.- POP -0, SECURE TO BLOCK w/ l21 TAPCONS a (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 #') 8' FROM EACH 4 ° . AND REINFORCEMENT) 8" CMU BLOCK END and • 18' O.C. MAX —EXTERIOR WAIL FOOTING I' DRYWALL or (SEE FOUNDATION PLAN FOR SIZE P.T. 2x 1x4 or 1x2 P.T. NAILER UPLIFT UP 10146 S � Ib (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) (SEE WINDOW= JAMB BLOCKING SIMPSON HT520 wl (10)10d NAILS TO TRUSe 18' O.C. MAX 2 SMIRY LE STOW SCALE: 31a�=i'-V FASTENER Sc E FOR AT7Ap T F.T. Ix (4 WIDE MINJ (4) kXZ #' TAPCONS INTO BOND BEAM -ENGINEERED MIN. SWANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFRS SPECS TRUSS MIN. HEAD SIZE 300 (ATTACKED TO BLOCKINGTINUOUS BOND MIN. EMBEDMENT i k BATT INSULATION ADHERED t0 CEILING ' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP t0 2,350 ib BEAM BOARD (R -VALUE PER ENERGY CALLS STRENGTH CEILINGBOARD (2) SIMPSON HtSZO EACH SIDE OF TRUSS w/ NOTE: (10)10d NAILS TO TRUSS 4 (4) 4'X2 4' TAPCONS STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM P.T. l2) 2x8: THROUGH NON-STRUCTURAL MEMBER (Ix or it OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS) SECURE TO BLOCK w/ (2) #' TAPCONS ....(MINFROM EACH w/ �' TAPCON MIN 1 �' EMBEDMENT INTO BLOCK EMBEDMENT 8 END and a 18' O.C. MAX TAPCONS MIN. or OFENWs 22'x 30' MIK CASING AT SIDE WINDOW TO BLOCK (+2 4") 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK(+2 �" a'APART ®�' M�iy � SIZE 145 3 : KTP. 4) TRUSS ANCHOR RETRO—FIT WOOD CASING 4 GYP. 4D5 MIN. HEAD SIZE 300 BOARD (TYP) ' 1�=I,-®� �'t'�` MR EMBEDMENT 1 k rA R C N I T E C T S LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBL7 M & LOT: KENSINGTON RESERVE (LOT #12) MODML: SEASIDE (VERSION#Ol) PROJMT#: 2997.000/012R1 PAGE: SECTIONS/ DETAILS DATE: 5 /10 /18 SCALE: 1/4"=1'-0" SHEET D I �IIIIIIIIII .vvvvvovvo. SUBL7 M & LOT: KENSINGTON RESERVE (LOT #12) MODML: SEASIDE (VERSION#Ol) PROJMT#: 2997.000/012R1 PAGE: SECTIONS/ DETAILS DATE: 5 /10 /18 SCALE: 1/4"=1'-0" SHEET D I NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 .131 - - ROOF DIAPHRAGM - ASPHALT SHINGLE 8d x 3' SCREW SHANK BALLISTIC 2x WOOD or METAL STUDS 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED ELECTRO GALVANIZED STRIP o �,�' TSG SUBFLOOR (ATTACHMENT PER INCH) l) 4 LOCATION PER PLAN) ROOF TRLM ROOF TRJ66 ' 0.5.5. or �' COX PLYWOOD - 8d RING SHANK GUN NAILS a 4' O.C. a SUPPORTED PANEL to J SHEAR WALLS. METHOD PER SCHEDULE') . $ EDGES AND Sd RING SHANK GUN NAILS is 6' OC. a INTERMEDIATE SUPPORTS. SEE DETAIL. a 24' OC. MAX ,1 (NOT LOAD BEARING) 2x CONTINUOUS STRESS BEYOND TIS MESS OF ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE. -ENGINEEi D FLOOR TRUSS -ENGINEERED FLOOR TRUSS Of " ECURE 2x TO CMU w/ (3))f x S' WALLS AND INTERIOR SHEAR WALLS. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. . . . . . . . . . . .DOUBLE ANCHOR BOLT w/ 2' WASHER SET ---DOUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL IN OR USP NIGH w/ SIMPSON SP4 (USP SPT4) w/ SIMPSON SP4 (USP SPT4) ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL 2x STUDS a 16' O.C. MAX (Oh -5. TO BE STRUCTURAL GRADE) STRENGSIMPSOTH STRENGTH EPDXY (6 MIN. � a 32 O.C. MAX � 32' O.C. MAX UNLESS NOTED OTHERWISE � EMBEDMENT) ' GYPSUM WALL BOARD I%' CDX EXTERIOR PLYWOOD or 1%A' APA -RA'T'ED O.S.B. (A5 PER MANUFACTURER'S 2x CONTINUOS STRESS BLOCKING a MID -WALL 2x CONTINUOUS STRESS BLOCKING a MID -WALL RE -ENGINEERED GABLE TRUSS 2x STUDS a 16' O.C. MAX 2x STUDS * ib' OC. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK CAIN NAILS a 4' OC. a SUPPORTED PANEL 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ ' x S' ANCHOR BOLT w/ 2' WASHER NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND 8d RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. a DIAGONAL BRACE TO BE a ANY SPAN 15'-0" OR LOCATED 6' FROM TOP AND 2x CONTINUOUS STRESS .,.----1x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' OC. EDGEWISE. TOP CHORD BLOCKING +� 4' a GREATER (F EFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 01 DIAGONAL BRACE w/ (3) CURE BOTTOM PLATE TO BOTTOM 4 (1) NEAR MID -CENTER BLOCKING MID -WALL ,, BLOCKING +� MID -WALL 1x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. OC. MAX IN FIRST (2) FRAMING 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1)10d CUT NAIL +� STI TO BOTTOM PLATE w/ • 0'-0' - 30'-0' USE (1)X-5RACE X -BRACING TO COVER S -TRUSSES SPACES EACH SIMPSON SP4 (USP SPT4) a 32' 30'-1' - 60'-0' USE (3) X -BRACE 4 a w OC. MAX EXTERIOR WALL SHEATHING «• (1) X -B RACE a CENTER E (2) BRACES ° as ca 4. d a 4 PRE-ENGINEERED TRUSS d , � 4 CRETE SLAB Q � �4 4 CRETE SLAB " O.S.B. or �' PLYWOOD or Y*' ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS a 4' O.C. or RAFTER-- � (SEE FOUNDATION PLAN FOR SIZE j' GYPSUM WALL BOARD 'GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING ROOF SHEATHI STIFFBACK AT ALL UPRIGHTS TERIOR BEARING WALL FOOTING 1) #5 REBAR VERTICALLY IN CURE BOTTOM PLATE TO SLAB wl SHANK GUN NAILS * 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE CONC. POURED CELL V x 5' ANCHOR BOLT w/ 2' WASHER iE AND REINFORCEMENT) PLASTIC OR METAL (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM WEEP SC 00EPDXY OR ECI�UIVALENT) 6' ANY MANUFACTURER Two STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT CURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX NAIL REQUIREMENTS 1 5B_4.• , I 211 SAME X -BRACING REQUIREMENTS) CRETE SLAB SLAB w/ (1)10d CUT NAIL * TUD TO BOTTOM PLATE w/ GABLE X—BRACING TRUSS w/ (2)12d NAILS (SEE FOUNDATION PLAN FOR SIZE 32' O.C. MAX SIMPSON SP4 (USP SPT4) a 32' SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 .131 M0,000 _ UNLESS NOTED OTHERWISE Lu 8d x 3' SCREW SHANK BALLISTIC 2x WOOD or METAL STUDS (16-20 RINGS .0 o ELECTRO GALVANIZED STRIP o �,�' TSG SUBFLOOR (ATTACHMENT PER INCH) AND REINFORCEMENT) ■ 0 M .- N. m d A OC. MAX (, El1fLPING LENCxT�4 I, ° 4 a CRETE SLAB ° a CRETE SLAB r7. NTERIOR BEAi�ING-WALL FOOTING ' ' Q (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL 4. °�(SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING L 4 AND REI T) XTER(OR WALL fi00TING TERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING Sd RING SHANK GUN NAILS 9 4' OC. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ol TOP 4 BOTTOM EMES (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 VALE: 3/4'=1'-0' 4A SCALE: 3/4'0-0' 4B SCA Z 3/4'=r -O' . o 8d RING SHANK GUN NAILS 6' OC. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS Q 4'-0' MINIMUM OVMAP POR TOP PLATES I SECURS TOP PLATES w/ 16d COMMON NAILS A 4' OXC. J 2 -ROWS, STAGGEF p }u TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING -r TO BE STRUCTURAL GRADE) Trm PI ATT=Fl— (0-SH DOUBLE TOP PLATE TO STUD TIL W ;q Z —I u = — Ou mily.3 QMMV %% UwX I`WIJ-P ' IL OC. IN FIELD 2x STUDS a 16' O.G. MAX . or _ UNLESS NOTED OTHERWISE Lu 8d x 3' SCREW SHANK BALLISTIC 2x WOOD or METAL STUDS a 32' O.C. MAX .0 o ELECTRO GALVANIZED STRIP o �,�' TSG SUBFLOOR (ATTACHMENT SECURED w/ SIMPSON OR USP MSTA36 l) eJ rfhV_ &i1A►IV r�l►I i1A11 P_ a 1�1" OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER 'NAILING SCHEDULE) �4 T4G SUBFLOOR (ATTACHMENT 'NAILING to J SHEAR WALLS. METHOD PER SCHEDULE') . $ a 24' OC. MAX ,1 (NOT LOAD BEARING) 2x CONTINUOUS STRESS TIL W ;q Z —I u = — Ou mily.3 QMMV %% UwX I`WIJ-P ' IL OC. IN FIELD 2x STUDS a 16' O.G. MAX . or _ UNLESS NOTED OTHERWISE Lu 8d x 3' SCREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2ND FLOOR STUDS .0 o ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0' �,�' TSG SUBFLOOR (ATTACHMENT SECURED w/ SIMPSON OR USP MSTA36 NAILS a 12 Of., IN FIELD �1 OF ENDS OF WOOD STRUCTURAL PANEL METHOD PER 'NAILING SCHEDULE) �4 T4G SUBFLOOR (ATTACHMENT 'NAILING to J SHEAR WALLS. METHOD PER SCHEDULE') . $ UNTHREADED SHANK TO EXTEND BEYOND TIS MESS OF THIS DETAIL APPLIES AT ALL EXTERIOR -ENGINEEi D FLOOR TRUSS -ENGINEERED FLOOR TRUSS Of " SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. . . . . . . . . . . .DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TOP PLATE SPLICE DETAIL FOR WALL SHEATHING TO ALL EXPOSED MEMBERS 2x STUDS a 16' O.C. MAX (Oh -5. TO BE STRUCTURAL GRADE) 3 OUBLE TOP PLATE UNLESS NOTED OTHERWISE j' GYPSUM WALL BOARD ' GYPSUM WALL BOARD 2x CONTINUOS STRESS BLOCKING a MID -WALL 2x CONTINUOUS STRESS BLOCKING a MID -WALL RE -ENGINEERED GABLE TRUSS NOTE: DIAGONAL BRACE a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ ' x S' ANCHOR BOLT w/ 2' WASHER HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS � 16' O.C. MAX SET IN SIMPSON HIc�-I STRENGTH DIAGONAL BRACE TO BE a ANY SPAN 15'-0" OR (4' -VOL. SHEATHING SEAMS) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (F EFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 01 DIAGONAL BRACE w/ (3) CURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' OC. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT) 12d NAILS a EACH TRUSS (DIAGONAL SLAB w/ (1)10d CUT NAIL +� STI TO BOTTOM PLATE w/ • 0'-0' - 30'-0' USE (1)X-5RACE X -BRACING TO COVER S -TRUSSES 32' OC. MAX SIMPSON SP4 (USP SPT4) a 32' 30'-1' - 60'-0' USE (3) X -BRACE 4 a w OC. MAX «• (1) X -B RACE a CENTER E (2) BRACES ° as ca 4. d a 4 DIVIDED EQUALLY FROM CENTER TO END d , � 4 CRETE SLAB Q � �4 4 CRETE SLAB � (SEE FOUNDATION PLAN FOR SIZE � (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS TERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH TAS PER TRUSS ENGINEERING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SC Two STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION B 5A SCALE: 3/4'■i'-O' 1 5B_4.• , I SAME X -BRACING REQUIREMENTS) T. 2x4 RAT -RUN ATTACHED TO EACH GABLE X—BRACING TRUSS w/ (2)12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN 1 SCALE: 3/4'4-0 or 100 O.C. MAX ARCHITECT S LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 8 E 0 s c BU393D1V. de LOT: KENSINGTON RESERVE (IAT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 2997.000 012R1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA 0 R18 DATE: 5 /10 /18 SCALE: 1/4"=1'— 0" SHEET D2 TYPICAL VALLEY TRUSS 1 m -SIMPSON YTCR or USP YTT SPACING (1) s EACH END AND 00 O.C. MAX ° I ° I o CONNECTION SCALE: 3/4'=1'-O' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL 1x6 COLLAR TIE 0 EVERT OTHER RAFTER w/ MIN. (3)11d NAILS or MIN. (4)10d GUN NAIL" 2x RAFTER• • • 1x8 NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3)10d GUN NAILS ! EACH TRUS RAFTER TO TRUSS w/ SIMPSON MT612 or USP MTWI2 (CREATE VOID FOR STRAP PENETRATION CONVENTIONALLY FRAMED ROOF 4 SCALE: 314'•1'-�' 2X4 SECURED TO GABLE END w/ (2)12d * EACH UPRIGHT 1x4 SECURED TO GABLE END w/ (2)12d SPACED 6'-8'oz.AND • • • ALTERNATE CONNECTION SECURE RAFTER TO BLOCKING BETWEEN TRUSSES w/ SIMPSON or USP MSTA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ (3)12d NAILS * EACH END. -ENGINEERED ROOF TI�SES DECKING OVER PRE-ENGINEERED ROOF TRUSSES ENGINEERED TRUSS " GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD INGLE 2x TOP PLATE ' GYPSUM WALL BOARD WOODS STUDS 24' OL. (2xSIZE PER PLAN) � CURE BOTTOM PLATE To SLAB w/ 10d MASONRY NAILS f 32' O.G. MAX RETE SLAB 7(SEEFOUNDATION PLAN FOR REINFORCEMENT) TER RESISTANT BACKERBOARD 1 ° Q a (DENSHIELD) 2x4 RAFTER f 24' O.C. A. a /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIK TO PAN) SIMPSON L30 or USP A3 INTERIOR NON-BEARING WALL or 8' CMU BLOCK WALL APELASTIC AQUA DEFENSE WATER PROOF 4 BLOCKING (EACH END 7A WOOD STUDS SCALE: 314'0-0MEMBRANE TO BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) -ENGINEERED TRUSS K BEAD BETWEEN DENSHIELD 2x4 BLOCKING: 5 EACH RAFTER /-PRE P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED is 16' O.C. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) \DODOOOODOJ \—j' VAR MR PL INSTALLATION SIMPSON H2.5A or USP RTlA GYPSUM BOARD OR � HOMIER PAN a EACH RAFTER TAIL CONNECT(' HIGH STRENGTH CEILING F7 (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 BOARD e TOP OF EACH RAFTER CONNECT( 3 VTOP CHANNEL. l25 CxAIIGE) TOP CHANNEL t0 TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH TRUSS 2 FRAMED OVERHANG or 24' Of.. MAX) SCALE: 3X -f-®, 5 SCALE. 314'=I'-®' " GYPSUM WALL BOARD ' METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF A RECAST LINTEL 1/2' TYPE EACH CURE 2x TO CMU w/ (2) %' x 3' TAPCONS ATTACHED TO SIDE�+� 1R2D' O.C. WITHIN 8' OF EACH END AND @IB' O.C. MAX' BOTTOM CHANNEL (25 or ECUR�E 2x4 FLAT TO GAUGE( BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x IN MIK MASONRY (MIK SHANK SIZE .145 • NAIL w/ WASHER ® 32' O.G. MAX t MIK EMBEDMENT OF 1 y') WITHIN 8' OF EACH END AND *Is' O.C. MAX ® ° © CRETE SLAB -mak '� m (SEE FOUNDATION PLAN FOR WALL SHEATHING SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD o 'NAILING PER SCHEDULE") T. 2x8 STUD BL CURE 2x6 MIN. TO BLOCK w/ (2)" x 9" ANCHOR BOLTS w/ 2" NOTE: o B WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. F4000W O1'ENNG (UP TO V-09 (MIK 6' EMBEDMENT) ry INTERIOR NON-BEARING WALL p o (B ANAL STUDS SCALA: 314'•1'-V CURE 2x6 MIN. t0 BLOCK w/ (3))" x S' ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN GONG. POURED CAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIK (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' C926) OVERM---\ EMBEDMENT we, CMU BLOCK +'i ' i:s 3 ) .: •'!•- A .:.,: :i.`:"�': • '.S :; --.tea i• - i% i fi o '- 1 • i - '- •• 4 • • o :•`;.':.*° .: :: .;: , �•' �, k7 . ;. ATHER STRIP MOLDING AROUND DOOR . '` (PER MANUFACTURER'S SPECIFICATIONS) 2x6 PT. W000 STUD SECURED TO FILLED ' CELL w/ (3) V x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH, (BY OTHERS - INSTALLED TO 2x6 F.T. BUCKS STRENGTH EPDXY (MIK 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r MIN. SLIDE VER14EAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME 3 SECTION GARAGE DOOR BUCK ATTACHMENT SECTION` ----VANIZED STEEL VERTICAL TRACK SALE: 3/4' -I' -Ir SCALE. 6 SCALE: 314'=I' -V B(BY KTP. OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) A R C N I T E C T S LONGWOOD, FL 32750 -�- PH: 407-774-6078 FAX:407-774-4078 www.abd esigngrou p.com AA #: 0003325 r 1 �IIIIIIIIII \DODOOOODOJ StmDIY. 8g LOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#Ol) PROJECT#: 2997.000 012R1 PAGE: SECTIONS/ DETAILS nAa-ur�cr= STALE OF FLEA fulAY0 f1 I i DATE: 5/10/18 7SICALE: 1/4" =1'— O" SHEET D3 Ryan Homes - Openings Vandor.- 84 Lumber Vendor Number- 00619 Windows - Slidina Glass Doors - DOUSLE PANE LOW E Sliding Glass Doors Vinyl FL# Windows 146.34 L0432426 EA I 12/0 X 810 I DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 1/2" X 95 1/2" -TO 190 1� I F2" 151.00 L0369270 EA -I 26 TW 1/2 EYEBROW WOW VINYL SH WHT W/GR & SCRN 74 1/24 x 95ij 14634 L0434206 EA 12/0 X 8/0 OXXO ,--, - DOOR SGD ALUM (WHITE) W/SCRN ' * ' 147" X 96 1/2" 16100 1.�bii��-...�...�.-�.-...�.�.�'..,.�..,..,.., 2 .. EA I'�-�,�l-l.-l'.-...-.....�.'"'..-..��.�.I -1--l-1-1 -1- ---- -.- j �26 TW W/ARCH -1-1 -11 -111 -1-1 -1 I'll, --, ".. "", -1- -1-111 -- '--- 'I.-,. --.- " WDW VINYL SH WIGR & SCRN - ---- --'- -'-". ".". ".- ". 1-1. --- ". I..... -1. 74 1/2l'X 76" .. 11.1-1- -.1. ---'.. -.". 1--l.... I-- ...-.- -- 14634 'L64i4� '"' ' "' " " 16 I '"' "' " -- "' ",-, EA " "E"A"' I 1-6,/-,O, X" '8'/'0"'-- "' "'*'"*"' ' ' "" - - - -... -.1. --......' - - -'- � ",-, "' "' ' ' "' -, - ' ' ' ' ­ ' ' ' " ' " " "' ­ " " DOOR SGD ALUM (WHITE) W/SCRN -.-. -- , , ' '1''9"1' " X- �9­6­1'/'2­ I " -, 'T"O' 2,8 6 "�� -'-" I """,'"',""."""".."",��""�� ... -"..".."........"'... 16100 ........ I I � I I I ..'......... .... L0297193 I .... � �. - EA "I.. I - - I..... ,................- -'.- .. .... - - -.­.'.--..... - 26 TWIN '--- -"'-..-'.'-.-'.'- 11.1 -- --..'....-.'- - - -'........-1 - -'.".....'- - . WOW VINYL SH CLEAR NO GR W/SCRN - ...- - -- 1-- --'- --, --...- -- ---'. - 74 112't X 72' 1. -,- ". -'.. --- - -.". .- .. ... . -- -- ... -- 14634 L65"�ij6­ "i " " ' "' ""' ..... ""iW" , 1. --. 5/0 x 6/8 �""'�i6,�"ii6-"'�-"'�-""-"""'--""""'D"O"'O"'R'� ...- - ���,�,.�,���-.,�-�-11-�-.�,��-.-���1--.�ll-�-,�Ll,-�-��-�����l-..�.�... DOOR 5GD ALUM W/SCRN ' ------------------- I--, ------------------------------------------------------------------------------------------------------- 1-1 .... ------'--- ... ------- ... � 62 1/4" X 81 1/2" - ...... �,���,,��,�,��,.��,���,�,�,,�,���,�� ... -- 16104 -ib4ii46 .......... ' " ... i� .... -,- ..... 2k6ix ........... ..... . ..... . �---' ""' � � �,�..�".�.".,�,�..Z.�..�..�...". , "'-"""'w6w'�1'4�Lw)6k' 1, 1. � --.....- --- -'. ---.- -.-I.-I...' --- "--.1--'--- I. -I.... -.1. -.1-1. -.1, --- 30j'X 30" 14634 6�96 2 ------------------------------------------------------- * SGD ALUM (WHITE) W/SCRN 62 1/41, x 96 1/21, 16103 -11-1-1--l-111-11-I.- L0367491 -'-."-"­" EA L ........... ­­.-.-­­"­ ............. �",.�",�.,�""".-.,-.-�,,�1.1-�,,�1.11�1.11�-11,�,,�,�,,�ll,I 2640 ........ �,�..""�-����ll,�,,���",�",� WOW VINYL SH CLEAR NO GR W/.SCRN - j - -11 -111 -1-1 --'- -"" -1-11 -111, -111"", -"" "" "I.���-�.,�.".�,.�'..".,..�"..�I.".�.���.,�.-.,..�,.�'. 30" X 48" 14634 �6'2'9­ii��C " """ "' -'*" "ik" "' -""", "" "'6ib'�'iii""""""""""' " ""' -- ''- --" -", "'0"'0'0­"R­S-G"'D' "A- L'U'M" ("�W"�H'I"'TE"')"'W"'/'-'S"C"R"N"" - """' , " '­ " - , * ' -- ' ' ' " "' ' ' ''"'"" """""' --"7"4"'1"/'4"""X"-8 --- f -I- -/- 2--'-,- -,- - - - - ,-,-,--,------,'L-_-,-,-,,-,---,-,-,-,- 9 ----,-------,--------,------------"- .16104 -1.11. s- "I ----'....-.-.-.- -'.-- L0366994 "I'l-11".. EA -1. --.- w".'.--..1'-1 I- --1 -1-111111--.' - --' - - �2650 FX I '11- -.- 11-I -11- - -'.' -- - -111 -11- .11-1- ­.". ­'­­ ­­ ­.".... . WDW VINYL SH CLEAR NO GR NO SCRN ". ..."'.." .".'. .­­'.'.'­­. ­­­.".... ­­ .. ... ...... ­ '.'.""..­­' ­'­'.­ ­­' '­­­­'."..""­­ ­.". 30" X 60" 1.41534 L6295'46" ' "" " "' ­­­' ' EA "'-­"""­""'­-"'' 6/0 x 8/0 , , , DOOR SGD ALUM (WHITE) W/SCRN , """' -­ �� �' "" """"' � " - - � . ....... * 74 1/4" X 96 1/2" - , * . .............. �' , , ....., ".....'.....1,"..'..''.., � ....... I EA . I.... I...... I........ � .......... -1 - --.. --... -...... 1-1... -.. 2850 I. --..1--..1.. ­'.. -1-.1.. -1- ----'.'..-' -1- - -.....'....- - ­..... .­­. ... -1 WOW VINYL CSMT W/GR & SCRN -.....- - --... 1-.....1-- ­-.'.-.-.. "11----b - I - -- - -.'--..'- ... I-- ---'--.. -- ". -.1 32" X 60" 14634 i.6042'98" EA' 1,�.,���,,�..���.�..�.�....�...�..'��.... ....... /6)(6/8 8 -'­. - --I'-,- -."-"., -'- � -'. I-- � -. - -'- .... 1.����.�.�.�-4�..-�.I.�.�-1.��-,�,�.�,�-,.,�.I.�1.1�-..�-. DOOR SGD ALUM (WHITE) W/SCRN ,�".,�.,.��...,-�,�,-,,�-,�,-.,...,-,--,�-,."-�,-,,�...�.-� --------- ��.��,,��"-�.���.-"-�-111.�.-I ....... ----- .... -'11---------'- 98 1/4" X 81 112" ..... - .... ---- ......... -- .... � .... � 16103 _dd 40' ......... '-'E"A"' � .. f ...... 2'8-'6-'0'---'-"""" """' "" " "" """"" """'"""' "W"f')"'W""VI'N"""""""""" '­', ""'"""""" "' YL SH WKT W/GR & SCRN """" " """"'­""' "" """""" "'""' ' "'­­­"'­­'­­ ...... " "' " "' "' """ " "" 32" X'72" 14634 L6'16�66­ '" ­­­i�-­ ' ' ' 1-1- -- -, . � 8/0 x 8/0 DOOR SGD ALUM (WHITE) W/SCRN I.I.�,�11---�1-1-----.-,-,.-.�.,.�.�,,�.""�,.�.�....,."."--"-�-.-,--,-""".-,.�.�'...,.�,� 98 114� X 96 1/2' ....................... ­...'-"'-- 16104 -.��..��,-,�-,�,.-�.-.�-,.,-�,-� ------------ L.0296557 �,,�,--.--,-�,�'...'�"..-��,.,.,..'�,�.,.".,�.,�,�.,�".�-.,- EA 3/OX3/0 FX TIVIP -.1-1-1 -11-1 -"-"."-"-, --"-"-'--'-".'-""'.- -...".. -­ -'.".- WOW VINYL SH CLEAR NO GR �'..'�".",�.,�'..'�",.".,��-,-,,,��".,..,�ll,�,,�1-1 .". -'.. --.". -.... -.- - -- --- -.1. ....- 36" X 36" 14634 �6'3 2*4�2'i' ' " ' " 1-1 1. '......I.- 1-1-1 -1-1-1--," ­'i�'­ * ...... 4�6"�'iii""""""""""""""^"""666i'�6i�'4� .."�I.I.-�.�ll,�,11�.��..��.�'...�,,�.�'..'�,�.""",",ll.�I ii(�f,H'I�ii"W"/'S'IC"'R"N""""""""'",-,--- 1.11.1111.1.11,1111,�-.1�ll,��-�..-�.-I'll"�.�..�.��,�,.�.-I.I�,,�11.11.1.11,'..'���,,�,�,�4..... ""1'0"'8"'1"/'2"" --- X --- 8,-I,I,/"2,""--"""""""""","--,--,-,--""'""""^ -------------------- ^"-" 16104 -1. I'll- "'.- �.--"-'.-'-'-.-.....-'. L0429520 1-1 - - EA 1- �11111 - 11- ... I...�.....�...��.�,,�,,,,,�".�,,,,,��..,..�,.�,,�,.,.-,.�.-,-"-,�,,,,,-,,,,�""",.-""-",�,,,,,,,.,�,�""".,.�.��. 3024 FX TEMP ­'­."' '­"­­'..'.".­'.'­­ WOW VINYL FX CLEAR NO SCRN ".'.. ­."­.­­'­ ... ... � ....... ­'­ ... ­­. ­ ­­­'. ­­.'.­...'. "..�..�.���.�...��.".,.���.�'. ".- 36" X 28' . 1. ....- ".-I.... -1- '--- EA I-- ��.�l�1.11���,��,,.�l'.�,�.11�... 9/0 x 8/0 I.-....,-, -.-.'------.. DOOR SGD ALUM WISCRN - ---...---- ........ �,����.".,��,.��...--.-��-��-��-,��.-�--Z-��141,��'..� 1-1-11111-12-1.1 ..... ---.------. 108 1/2" X 96 1/2" - --- - - -111--1-1-11-11 - - � � � 11-1. � ..... ,��1.1.�,���������.���ll.,�.��.1111.1111.�'..�. I 11 - � � � � � - I 16103 1-111111111.11-1-1. - ql- L1040450 - - - -". EA .11��111.11�",,.,.."�.,�,�,.��.,�. I..,...",I�,,��..".��,..�,.",.", ". 3030 .."..' . ... .. I-- 11-1.....11-1. "I."..��.11'..,.,..,.��.,��.�,�,.��. -...'..- - -'.. ".- .- I-. WDW VINYL SH WHT W/GR & SCRN -.- - -.". 1-1- --..". -- 11-1-1. -- -'-". ­ - ".- - -.". ".- ", .-I. ".- - -- -:-1 ". -." 36" X 36" i- F-1-11-1 � I 1-1111-1-1 .... - 16104 16103 16103 ib'iiiibs .............. -' --------------------------- L0298924 11-11-1. ---1.-'-1 L0365362 .. i�­ ------------ EA �ll.�1.1.1�..��,�1.11.11I.I.,�'..,."",��,�.��.,�.,�.��..'�,."�.�I.I..,..�,�.11�.,�."...'�..,..�l.'-�.'�..'�..",�,.�",.��...�,.,.,.�,",,.,.,..,.�'..".�,�..�.�..,..�..'�,�,.��.,..".,���,.� EA .......................... .. ............ ­­­­ "' 3030 FX -------------- *,-,-"-*,*, ' ' "' "' -"" ""' "' -" ' ' " 3030 FX ARCH TOP 3030 W/1/2RD - -, � "'..'.. w6w � 1. I 4i � . -, "" - � - - - - - - � - - � - - I , - 1. VI LSHWHTW/GR&SCRN ­­ � -"-, -*""" -"-, -"-",, ""' -"-", -­­ - "' ' ' "'*' ""' ' ' "' ­ WDW VINYL FX CLEAR NO GR WDW VINYL SH WHT WIGR & SCRN ij � -.. 1-- - � 1, - � 1, - � � � I � � � �, , ".. - - I ....... --- " ' ' ""' ""' ' "" ' ",-, - """ ""' - """ ""' -" .,..".���'�.�..'�.-I.-�''...��.".�,,.��...'�I."...�ll.,,...�'.....'� --.- ".-I.- I-- ---- -- ..."..... -1--.111 - 36" X 3C "" " " " "' " " " """ ­ .. ... ...... .. " " " " 36" X 40" - --- ... -.". ".." ". -.1. '-- ...I..... -- ... 1-1 36" X 59" Vinyl FL# Windows --'i4--- ­-'­ii4i�i�'�i��V'-' """ ""' -""""-'-"--'-- . ................... ....... .. * . .. .... ....... .... --, " WDW VINYL SH CLEAR NO GA - ' ' ' ",- . .................................. � ................................................ - 16104 ----. L0460340 -,."A.. 16103 I li�� i.- - 3 - -- -11 --E�--. ­­ ­-, ,1111 -ii- - 1-1 I... 11--, -, ---'.. -'-.-,-- �­­ - ­.' ­­ -'­­­"'...'­ ­ ­­ ­­ � 1-111 ,-.-..,-, -1. -",-,.-..-". I-- I.- 1-- - -". - � - " � 1-11 1-- � I-- - , WDW VINYL SH CLEAR NO GR W/SCRN ­ ­­ -­ -.' -".".,�,-�,-,,�,-"--�---"�,.,.�,,--,�ll.�.�-11�-.�,�,,�...� ----------- ­­­­ - " � - - 11 1- - -1111, .......... ... -111" --------------------- 20 1/8" X 38 3/99.0 ��,��,�,.�,.�-"-�,-.-.-.--,�'ll""I - ... � ... - ........... � -------------- � 16104 '�6i�ii4�"""""""'E"A""""""'-"""""""'-""""""""--""-'-"""-,-,--, 3040 , ""' ,,,,,,,,,,,-,,,,,,,,,"""""""!"'-"""""""" """""""' """"" WDW VINYL OVAL WHT W/1GR "" ""'-*'*'*'-"" """""""""*",�,,�""""""""*"'�"*- "'"" """"'"" -""'-- .. ......... " " " "'' 38" X 52" 161013 3 i�. 6i4i. "" '' EA "'iA' .... 14 'F"X' 'F"L"A' ' ' ' ' ' WDW VINYL SH W/GR & SCRN ' � ' "V'I'N" -L" L 'W'-, .... ................................ ............... ---- 20 1/8" X 50 5/8I '11- -------- �".���,.�.�.-I.-...-.-.-.-.-.-I.-Ill""-".-,--'I 1,6103 '4 .......... 16649 ............ EA ........................... ............ .. .... ­ "" -,- 3040 ­,"""", -"-",, -,,-, -""", ""' """ , ""' -"-" - ­' ' ' "' ' ­' �' WOW VINYL SH CLEAR NO GR W/SCRN ­ - � ­ � ' "' ' "'­ """­­­""­­- ""' "' ... .. .. .. !", "' " " .. ... ... .. ... ...... .. .. .. - " 3614 X 48' 16104 �6�3'ii2'4­­ 1-1--.- -.1"...-.. 1. 11-111.1-1 ..... 1"4-3-3" NO" ' N"'G' IE ' ' ' ' 1.11-1 I.-,-,,, - - --- I,.-,,-,. -- I.-,-,.-. � 1. - F --X' -H" T" - V -,I/,, G -'R W"' 6 W- Y &' 'S"C" R -'N i --111--.11-111-111".. I'll 11-1. � -1-1. -- I'll. - - .. �11.- --.1.1-1. .............................. z ....... 4 ............ .................. � .............. z ..... 4 ..... -- 16n X 39" , N 161 " - � - - i6 . . ....... , �4 �� i I .... �4"­'-­-'-6i6-�i"'-­"' 3 "" " """"' " "" "'' I """' """"""""""""' ­­"""' ""'""'" "" "" " "" WOW VINYL W/GR '"""4"", """' "" """' """""" "" "' "'"'" "" """' ""' """"' """ """"' "" 36" X 49" . 1. -111-1-11-1 EA 1433 FX WIFLANGE -1.11-1-- -I-1.1111111111.1-11 . 1-11- WDW VINYL FX WHT W/GR & SCRN -- - �.1l.l...'����.11.1'..,.�'ll,�'ll'..�'ll",�,��"..I 17" X 39n 4�..�.I...�.�������'ll,�,��,,�ll.�,,�.I.I��ll.,�. 16100 -111--.1-1- - -1. L0434443 -11. - 1".. EA �.�"..,."..,...'�..�'..,.",.��.".,�..,.....",�-1.,".",..-�.-I�.��. - 3040 TR I P ...�.--..�..�ll.��..�...-,.....-,....��...-I -'1.-----..'-1-.. -- -.- - -'.. --' - WOW WNYLSH CLEAR NO GR W/SCRN .�,.�..,."..��.,...,.,�.,,�.'��.-I.-I.-��,�.��,.��....����-,�-�1.1,��.. I �....'��-1.��.��1-1.�,,�,.�,.�..��..�,�..�..��''...���,.�".. 109" X 48" 16103 6--k.-.11. .- 36 71 " ' ' " ­ ' EA " "'E'A' "' -11-1. I-- 1 -I. 15 1/2 ARCH TOP 1. � " - ' '1 -ARC" -T"O" -P" -, - ' " - - " - 111-11.11111-11111111111,11. 11111111111-1. 1. ql' - 1-1-1 1-111- ... . "I'll, -. , ... -...... 1-1. -, WDW VINYL SH WHT W/GR & SCRN -V" 'I 'S ' , ' ' � ' , ' ' ' .....- 1. ". 11,11111111111111, ------- 1.11--.1--.11111". 20 1/8* X 67" , ' * ' ' "I'l""Il.-,.-.-.--.-.-.---",.� ------------ --.-'-.'----' 16100 "-.."------.-, '.....- L0423133 �....,...�""",.""�""",,.-��.�.,�.�''-.....-..�1-1.���,��..",-.-,�-"-�."��",� EA 3040 TW 1/2 EYEBROW .", -.'- 1'""',-, Wbwvt��i.-�4;k/6�-k�S...C�,R..,N..-,,...--.�.-- , - -- -- --, - - " - - .. -- .. --- - - --, - � - - - 7'.2----1'-j'2'----- X- --S--2-'"'--- -'-- - -'. -, 1610-3 *' 6i66 i ii ... ... ...... .. 1' "'iA""" 6-- '1/2- 'H" , " ""''l'*6"2"0"F"X"*""*"""""" "" "" , � , , , , I W D-- W- I`NY' S''H'W' H"T' WIG R- & C" R, N" , �, - - I,-,,"- ,-"I- 11, 1,11-1, -'L"-'-,- ................................. , 'W"'6W""V­1`N"Y"LSH 2- O" � i /'' W" "' ,X, , , 7, 6"l , , , � � � . ...... � .................................................. . , , , , '' **- ............ �- - - .... I. 11.1. .............I.I....... , ..-.'.1..1.'.'..'.'...- EA ............. - .. - - - - - - .. 1"...... . . . . . . . . . .. . . '..."'...... - 3040 TWIN . '. ­'-' -'- ".1- --'.. -1-, ---.. -1-1.. -, . .- .. -'. . . . . - - ­­.. -'- ... -.1- - WDW VINYL SH CLEAR NO GR W/SCRN .. - -.,. --.-.1.-.. I-- '-'.- '. - -". - --. 1.11 -.. . . . - .. . ". ".- ....'.... --1 ... ". - - - . ...... ... -.- ".- 72 1/2' X 48" .16103 �642'i�2'1 '""' ' "' '"" ­­­ " ,-""-"","",,�-",�-""""","","",""-""","" I W/GRNOSCRN """"""""""""""""',-,,"",-,"","","",""""'""""""',","",,",-",-"L .......... ----------------------------------------- .......... 1-8-F1 ... X ... 2,4-1 ........................ ­ 16103 'L64- i ifi� ......... .... i� ... ...... i646-W­hfi-'R"N`D" " "" "" " """" � I-- ---' -'- - - , -.1. 1-11 - - -- -'.' - - --- -.. - - - WOW VINYL SH WJGR & SCRN I --- - -... --.-'. --'-, - . '. .1. -1.1. . 1. � ---- 11-. ---' -- 1--11. -- --l.". --.. 36" X 70 16103 L0430156 .. I.- ---'.. 1-1. ---- - EA I,',,-.,,,-, 1624 -.-I-11. I-- ".�,�'ll,�'ll""I'll�.-,�,�"...-"".�-..-�". WDW VINYL SH W/GR NO SCRN -- - �------' - . - - �'. 1--'. - '.-'-."-- .,."",,-,..'�'..,."-�.,-�.-.-, - - - -.-I"- *1 "I.-I'�-,�.-�-11-I'l.-,-.-,.,.�.�.....-.�"-.�...-...-..,..�--,----,--,,-. ------------------------------------------------ i8l' X 2811 ..-­-.-'­­­­ 16103 1"...�l.-�.-.-,��.11��,�1-1111I L0298921 �111.1l.l.-�..,.-�.�,�.-I'll.�..�.�.11�'..�,.1.111,�,�,.��,�,�.��'ll,��.-�,,�,.11� EA 3050 ' ,11111 - ",- 1-- ....... �,-�ll,",".,�,.�'ll'.��,,�,.��,,�,,�-",������ll.-��,,�..'� WDW VINYL SH CLEAR NO GR W/SCRN ,�,-�.,�,�,,�.,�,,��,,��,.�,�.",.",.��,�.,..�,,�,."".",.� �.�...�,.,."��..'��."�.:��..... -1---l-1.1-1-1- 36" X 60" 16104 L0434427 1-1. -1. "." EA -'-'-'----1- 1634 FX � 1-�-..-...--,.-..--..,.,-"...�,,�..-.",-..,.,�."." Is WDW VINYL FX WHT W/GR . . . . -.­­ ­­ -­..'.'-' '.... ..... . --'. ... ..... ... .."...'.... ..' ... -,...'"'."."., ­ ­ . ­.... ." , I."..,.".- .- .. - �.' �.. ,. ........ I I.." I --- ------------------------- ­­'-'.'...-'.-.-'-.-..-'. 18" X 4()10 . 16103 .-,......--.,.-,.. ---" """.- L0317307 "..'�"",�"".�..,...�.�...�......"...-� EA --.- - -1-1-1 --l' ----, -".. -- 3050 ARCH TOP J .1 -111 - 1- - . -1- - - " . -- -- - , --- - - - 1-.1, --. ".1--l. -.- -, WDW VfNYLSH W'/GR & SCRN ..- - .". - �- - ".". ".- - - - . --1 .. , - .1. . -1-1 -­ - . ....1. --..". --- --- .1. --- - -1. .". -.111 --- . 3611 X 64,11, 16104 6�.--'- 39004 . ...... � "'i '' ' ' " " '­ EA ­ ' ' " "' 1836 FX ARCH TOP ' . '' ' . I ''..��..."...�,�......�,�..".. WOW VINYL FX W/GR & SCRN -1- - - - � I.".... �Ll--.,-��-1.1�-�,--',��.�.�..�.,.,.�.-�.�.��,�-�.�.-�,��-��---��-��,��,�. ... ... .... . I ------"'--- ............ � ..... --1--. ...... I ... I ........ �' � �. - ", , , "" - -.'.. I ........ 20" X 46" - ... -- ....... � --- 36104 . I � - �. - "... '.....'.'....... L0367489 -.1.1-1. EA ..'.- ".. -.........'-....-.-- - - . , . - - - - - ... ... I 3050 FX .. ...... ­-, -­­ .... -.1-1 --.'... "..­ -- - -'. --'. -... "'."'.- -, .. .. . . .- . .. . WOW VINYL NO GR I ... - -'.... --.1.1-1- �...�-...�,-,.,..'�..-..''.�.I.I.. --..- . .". -.11. I. -I ". -... -- - -- -1- -1. ".- ".- 36 4A x 6,0 O� 16103 L0303300 ��. ... I-- - I.- ... �'. 1. - EA - - I - '-, 11-12 FX TP 11.1- I-- - - - -1 111- - - I - III,, ". - - - WOW VINYL SH W/GR 14 ". 1. � 1. - -, 11-- I ,�,�'ll-�,,�,�Ill"".""".�..�ll.�,i�.1.111,11,�.-Ill",,-"�'ll.-1.11�,�.�l.- 27 1/2" X 264 I...",�..'�ll.-II.1111.11�ll,�'ll""�,�ll,",-"""'I � ---- .... --- ",,.,,,'.,,,,,-,-,,,',,""I'lI 16100 - ... �,��1.1�.,�..�,�-,-,,�-.1�...,-,- L0366804 EA �-.��-.-�.-�.����-11.1-.�-�.I.I.�.......�...,.�.".�,,�.,�', 3050 TPL ,�'.1.�1.1.�..�,,����..,.,.".�".."...",.,.,�.,�,�.."�,,�.��"...'�'..,....�,.�. WOW VINYL SH CLEAR NO GR W/SCRN II -'-'. - -1- "�",.�,��.,.,��'.1.�.�'..�,�l�,,�.���.., - I - 11.1-11. I..". ---- -1- --l'..... -.- ---- -- 1091, x 601, 16103 17312 ' "" """' "' '"''"'"',-","",,"""""""""'"""""""""""",-,' EA IH3 - WDW VINYL SH NO GR WISCRN - - "-­­"""'-' -'­-­­-'­­"- ' - " "' ' " ' ' " -",. �-'­­­­'-' -, -"" ' .27 1/2" X 38 3/W v ­'. -, ­ - -- -------------------------------------- --- -111-1111". ---------------------------------------------------- 16100 ,�.��,,�.�.,%...��l.-I.��Ill'-,,- L0298922 I.-.111111- EA ��..","",�."-.-�.-II.-I.I.-I.-� - - - I - - -I'll - I- 111-1 ". 3050 TWIN I'�,,�,�,�.11�--�'ll-1,1��",,-",,.-",�",�,,�11.11,11,��,.�-11��-,���1.1-11�'..I I WDW VINYL SH CLEAR NO GR W/SCRN I- .11- - ---- -'-:--- ---" -'- ---' - , --- ... -.... -- --;- -'.- -'---'..'- ". -." 72 112rl x 6.041 16103 L0317304 ­­'­­"'­'­ '" ,*"-",�"-"-,-,-""-"""-""""""' EA IH4 ­-­"'­"­-"­ WOW VINYL SH CLEAR NO GR W/SCRN - � - -111 .............. ............................ � . .. . .. ............ ......... � "" ' "' . 27 1/21, x so 5181, 1-11-1-1---.1-1-1 ... --- .... -- ... ----- 16100 .-Il.�..-Il,",....�.�..�....�..-� �.- L03S4148 ...- 111-1- EA -.111- - "..- --- - 11 1. -1-.111 - - -"" ".. - ", -1- 3050-4050FX-3050 .. -- -.- - -.. -.11. -1 . - - ., -.-", - -1... -.1- --- - , ".- - -- ... . I-— "... I WOW VINYL W/GR & SCRN , ­.. ­­ ­­' _ . _ _ . _ ­ ... ­­ ­­ - --. - - .. . � .. . -1 - -1--.. . - - --.- I-, ---- . - - 11-1 1 I. 121 It x 601, 16103 L0419869 "' .. - -6 .-...1-'- - EA I.....�....".��.I.I�..''�,.�..,.�,.�.."�.",�.����,.,�,,�'...,..".,�....�.����.�"-�,.-"���-I...�.�-,�,��,.��.�..��,.�,�,��.�-�.I.-I'�,.�,--��,�-�-��.,�.�l.-I.�I ' 1114 W/l/2RD I WOW VINYL %4 W/GR & SCRN i 271/2 It. x 68 5/809 ...... 1-1- ... 1-111 .... - ... --1--1 ... � ... --- ........ ----_4 .... -1-- ......... --.11-1-1111-- 16103 . 'Lb4­1­9­4"0'9' . . .... .. . ........ EA ............. . �'­' , " " """ """"""' " " " " " 3056 ARCH TOP " "' ­ ...... ....... .. " " " "' " ""' """"" - "' " "' " " " .. ... .. .. ... * . WDW VINYL SH WIGR & SCRN � .. ... ...... ..... .. ... .. " "' """ - """ - "' "' ""' - , I " " - - "' - " " """ "- .... ...... .. ""' - " 36'4 X 7W 16103 L63'19-0-54 . ... .. ..... ' "' ' "' "' "' EA "" "*"' � 1115 ­ ' �­­-'­' �-'-­-'-'-­­"-'-'-'-" I WOW VINYL SH W/GR & SCRN "-""-" �-""""",-,",--,--,-",--,",---,-,-,--",--""""","-""""""'-,-,,-,-,---""",*""*"--,-,--,-","","-"",-",",-,--,--"------",--"""""-"--,--"",""""""--- 27 1/2" X 63 90 ... -- 16103 .... . ... ......... 'L64773'76' .......... �­ E A .......................... .... .. ............ .... ................. 34 ....... .... ....... .... �""""""'"""""""""*'*' WOW VINYL SH CLAR NO GR W/SCRN '*"""'"""""'""*""""*""""'"""'""""" 54 1/9�i x so 5/81, "" ""'" "" '-"-"-"'-'-- "" 16103 L0419870 ", " " EA -,,,E,A,,,,,- IH5 W/1/2RD "' ""l"H"6" "" " """""""""""""""' WDW VINYL SH W/GR & SCRN . .... �­­' " "D, 'W" "V" ' 27 1/2" X 81' 16103 .,.�.��,,�--�.-�,��.�-1.��".."��.��,,,�,�-;."-,�,�".,�,,,,��.�,,,-�..-"�-.�-"...-.,-�-.,-..,.,-.",-.,�".,�".,�.,-".,."�,-.,-.,.,.,,-�..,-�,.,-"-,-.,--�.,�,,-,�,.,�-,�,,,�.,.,-.. L0367188 EA 35 WDW VINYL SH NO GR W/SCRN ­-'­­'­­­'­­"-­­ --, --- , "'., - 54 1/81, x 63 41 I I -..- - -- -- � .. ...... � ..... . - --'..- - -- 16,10.3 i�643'2­4"1'9""' " " " ", " '' -"-E,, ­ , " "' , " " " "' "' "' "" W-, I-N'Y" I­S�'H­C L�� tA"'R" N" O" G-4 W"J'S"C'i" N , " "" , ­ -'-V' -,L-, ,-, -, ' -, ,-, -, , I ' --W"-, 115 '/'G"' 'S' 'C"R" ' "' .... ii"I"fi""i .... 7,2"O' ......... 4 � I I I . � � 4 1 � I I � I - . � � .. I � 11 � � � � I � � I I � I I I I I I � I - , , � � � � , � , � . . . . -- 16103 . .' I .' .' I �" � .' I .. , , .. , , .. , .. � , . I . � I .. I .1 I I � ... . EA 1-1. 6- 11 I I . - ., - - " '. I - "."I".. 1-1- .1-1-- . ".- ...." 35 ARCH TOP . - . .1. ... . - .- - .11, - . - -. - . - . - . ­ ..'. ­ ,­ ..' . ­­ . .. , ,. ­ . . . " ,. . . . � ,. ­ ... ­ '. , . . , WOW VINYL SH W/GR & SCRN ­ ­ " .� , , � . .. ­ � , .. ­ .- , . -, - - � , .. ­ - . . .. .. '. - . .. ­ ;- , . ­ " '. � � .- 54 1/8'� X 67" - . . ­ .. , . - . .. ­ , , . ­ - , . - � .. ­ '.. � ..... ... ­ '.. "'.'. ­". I Ic"I. 03 �61'7'3­ 0, 6- . - .. . ...... A-, , - --".ik.fi�i 1-14-6"" A"R'C"H­-T"0"'P'-' S,'H',-W,,, -, W f N-, Y, R"' &"' N"' " ­ " " " "' " " , �.,�,�.,.".,-�,,�,.,-"�.",.-..--� �,.-,.-�-----,..�--,-----,."-..--".,��.-�,,��.��,,�,-�..�,.�, : "' -2, -7" -l"/"Z-"P' 'X"'7 -------------------------------------------------------------------------------- 61P - .16103 ... �bikii�----- "'iW- ---i� ... .............................................. ^ '-'----'-'-W-b .... W-"V"I,-,N"-Y,,L"S-"H",-W"/"G-"R-, i""k-R-14", ""'- ""-"" " - ""-"", "5"" ""'-"" -"" ""'-"" -"", "",-,"" ""' "" 4 118" X 72' ' " "' - - " - "' - """ - """ ""' .. .... - " "' 1,6103 . . . L6��666 . ­­'" 6� """ "" ii---""--'--'-. I 2,RD ' """ """"""""' ""'" "" "" " "' ---- WDW VINYL SH W/GR & SCRN 11. ' ' 'W" 4 .... .. ...................... � ....... 6- ....................... 4 ........... 1-�,�-1.1��1.1,�,,�,-.�.-.-,..-.-.-.-.-.--.,.--,.-.-.�,,,,,,,"",.-.-.-,-.-.-,.,.-,-.-,-,-.-.-""",".�,.�".-�-.-,.-,.�.�.�.�.�.�'.....,-.-,-..... I 27 1/2" X 90kr ................................................... 16103 i6i�ii6 --------- --- i '-' ­-­'k;�k�'-'f6�-­­' " ""*"" ­­­­ ,-"",*,-",-"W",D"W"'V'I,N-,Y"L"'S'*H,-,,W-�/"(,7-"R''&"'S"C-"R-,N' ­" " ,-,-" "" "-" "5"4�-1,,/-,S,�",-,X",7-6""-" "" """""",-, I " ­ ... ... ...... ...... ... .. .. .. ... ... ..... ...... ... ..... 16104 I i��4'­ 1 '6i'96i��­ ""' ''" EA -'i 2020 FX ­­'ki6ii';�kA'� "' "-"'-'-'-W"' W"' D' VINYL FX CLEAR NO SCRN ----1.---11 ...... .............. ......... " ' "" ' ­ ......... �­ ........ .............. z ... 4- ............................ 24" X 24" 16104 'ibi4i�9­0' .......... ' -, E -'A' ..... . � - "4,,O-,2-'0', 'F' -X,, 'T' -M,6 "P, 1 , , , , , , , , , , , , , , , , , , " * ....... .."....1-1- ���,.�ll.�.1.1;1.��.�,�.��,�.,�,�.��.����.����.�1.1�.�.�,.�.,�. �41)W VINYL FX CLEAR NO GR 1.�.,�....,....�."��.�����".��'...,.��.I..,.� ....... - - - ...- -.1-1-1. ....- ....-.1. -1- --l.... I-- I-- � 48" X 24" 16104 -W" ... 0"'W""V'IN"Y"L`F'X' WHT W/GR 1----.'.1-1---- �,,���l".�.��,��1:111.1�'ll,�.4�t�..��.��,,�;.,����� T ............. -, 'X 28 ,16103 'f.64344� ..... .... ... i�­ " '�66'�i�4�' " "" " ' " """""""" ""' ­­­ " "'- "W'-' '&W"" -,V,I,,N",YL"'S"H""'C"L"E"A"'R"*N""O" "" ""' " " " " GR " "' "" ""' " """' " " " "'"" ""' """"" ""' "' " " " " "' " ""' ""' """" """' '" " ""' 48" X 36" I 16104 . �666igi ... . ..... '' -1-1-1--l-1. -­ -" '.-..-..-...-..--- � -, -'i66 -�i " -" -, " "' , , , "' -, -" -, ' " -, . �--'- 1- I-,.--,- I--,--,-..- - -1-1-1 ,--,W-"D-4-W",,V,i,'N"Y"L'F"X""W' H"'T"W­'/"G^"R­- """"' ' ' ""' ' -- ­­­ ......... ..�.�.......--...-,.�,�..".-.,.-,�.�.�..,.�""-,....,---,--.-,-"-.--,-.�.� I 'I ----. - I -..-., ­­ �....".,."�.,.......,.,.".,..,...,.,.,...,.......... _ ............. �,��.....,.,....................I ... L ------------------------ ­.-.-.-..,'.'­..­ ---------------- 24" X 30" 15865 .. -1 ----, "I-1-1- L0434426 111-......", EA �'. 1.-.--'-".'--11111--. - -11--' -1- --.- -1- 4036 --- -- -11. --1 - -111 -- - -1 - -.1- -1-1,111 -- -."'.... ...- ...-I.- '� WDW VINYL SLIDER WHT W/GR & SCRN - ---- -'- ".,- ". -'.. ".- ... -- -- .". -11, - I ---. -.- "..-I. ...". '--.". ".- -'-'.. -- 48" X 42" 16103 L is 6iii. .il... -- -- - I EA -1--, 2030 ,,,�.".��,�.,.,.,;,,..��..".�.,�.�,�,.,."�."..�I I WDW VINYL SH CLEAR NO GR W/SCRN .11�.��.�111.11.�..�'I.-�-����,-��-.�-,-.,�..-.�l.-.-,Z�-1--l���,�,,��,����,--��,��,�-�"--. .. ....... 1-11.-��'-�-.-' ... I-, I I'll, -, �1.11."...""..................�..�1.11,11,111,�,�. 24" X 36" 15865 .'...'. '­-'. -.. , -.. L0354129 � -...''..1. I EA -.1 - " "I - "'1'.-'--- ". -­.. ...-I... -.1- -.- - --.'...- 4040 -.'-'..'.'.- --.'.. -- --'.- -- .1.1-1 - -- ...-I - '..'.. '-- - - WDW VINYL SLIDER NO GR W/SCRN - I-- � .. .... ­'..­.'...'..'.. -,- 1-1-1........- ----... -...." 11, ".- -1-1 ". --. -- ---. '-- ... -- 48" X 48" 16104 I 5 196 .-i..-' -1-.-1-- I EA -1111111-1 2030 FX -, 111-1- - 1.1111.1-1.1 111.11-1.11 - 1-1- "I WDW VINYL FX WHT W/GR -,",",-, � - - -�ll-l�,�"I.-.-I.-...-,-""-,,.-,--,-,�-I.-.-�.-".-�",�.-"��,111.�.,.�1.1ll,"-j . 11--1--- - 2 " X 36" 16104 - L03 I 1 EA 4040 FX WDW VINYL NO GR 48" X 48 �t 1610.3 LO 98928 " ' ' ' - "' * ' *' EA 1. -'i�-' 2030 W/1/2 RD ' - '466 -f " � " - " "' " " " WOW VINYL SH WHT WIGR & SCRN ' -,�� -,-- -"-" - " ' """' ' - "--'--"""""" ' ' "' -- - "" � ...... � -- ' ' I ----------- 11111-111- ...... � ------ - "- - -- - - -- ------------------------------------ 1111111111.1-"'.-- ------- 111-111-111 ----------- L 2.4" X 52" 16103 1-�,,�1-1"lii�,,�1.11,11.��,.�i . . --1,46516-11111-11-1-1 '4- - 111- I 1- -111-1- I., 1-11, - - 111- 111- 11-11-11- -1---1 ---- 6 1-111.1- -11 1. 11, ..- - - - ,.I-. WOW VINYL SH WHT W/GR & SCRN - ,.I,.,,, .11- - 1-1- - 1-1 - -1- - - -1 11-11 -1- - -- -.. . -.1- -1 . - 111. ...1- ... -11. ....- -1. -.. . 1. - 48'A X 60" 16104 . L64i� --.. I.- I.,�......�.--"-.�-,--,..--�l-.,.-�--..-''--..-..-�--,---,--,-�'..,-�--,."..-" �-�i- DW VINYL FX WHT W/GR -..- - -'.. - -.,. � - - - -......... '-....---.- I - I - I I - I - ". ...'............ ".'............ , �. �-.. . , . , . - ......... I ..... ^",-,---,-,-----,-,--_-,-,-,---,-----,-,-,,,--,- 24" X 42" 16100 _1111..- 1111111111-1--1 " L042 -II.-....... EA ­........­-, "'," " , "".. " ­­­'.. ­,"..... ­".. -,""'... ­ 4050 TWIN , ,,,,, - -.1. -- - I-- -.1- -, ""... ".- --1-1 '-1. --j-1. ...- --.... .' WOW VINYL SH WIGR & SCRN - ....".... -.1. -.11 1". -1-1 -1-1 -1. 1-1. 1-11 ". -..... ". - ".-I.- -- --l.- -.1. ".-.- -- 1--- ...... 96 1/2" X 60" .-I. ''' � 'L666,113 - ' - - " I EA " "E' "A"' 2040 ,�.��,."..�''."�'.....,;.....".���,�."�.".�".".,.�...��.�,����.�,.��.,����.".-..,..��� - I I WDW VINYL SH CLEAR NO GR W/SCRN ... �-,�,,�-��l.,�,�,�-.��..�.����,-..-�-��-�.-�--.�..-�� -..'... , .. �. ., .' �' " ,. .. . . . I . I I � . . � � . I I I � I . I � I I .... ''. "'. -1- ---'- I I I I - I.... ". �.' �.. � � I ... I .... � ........ �11-......"... 24" X 48" 16103 ....' ''....I.-.1 ......... L'04 I � - 1- EA - .........'..-I, I.."." ... ". - --. --.... -'..'.....- -'-. S/OX,5/0 FX TMIP -.- ---... -- ---- --.'..-'.'..'..- ...... -- --... --.... -.........1-1....."....'... WDW VINYL SH CLEAR NO GR ---. ",---'.. "11- -'....'.. I-- �- ....... ­ I - '­- - -.1. -1-1 ... -- -- .. ... .. -. ".- ". -'. 60" X 60" 16103 -1 - ".." I.- '-1- ----, 2040 ARCH TOP I.-�'ll.-I'l�,�l.-�'ll'I.111,�""�"""-",�,�l.-�'I'li WDW VINYL SH W/GR & SCRN I I - I-- 11-11-1-- ".�.-I.�'ll'.1.��.��,.��,.�'ll'.1�ll.,�,,�,,�ll.�.�,.�,,ll-II.-II.-I.-I'l�,.�.,�", ... ....... - ... -------'-- ----".-"-11-111-1- ..... ---- ........ ----- .... � .... � 24" X 52" .,..����.�..��1--l-.�-.--.�.�-.�..�.... 11 EA ,�.�.��..�.��,�-.,�,,�,-����.�����.�,.'..��,.�"".,��...,.�I 5044 1.�..,.�..��.�..'��.,�'.1,1,���'..�.I..,.,.��.�.."..'�.��,I ....... 1--.'-.-. WDW VINYL SLIDER WHT NO GR W/SCR 1,�...�...,.,.�,�"."�,.�,���'.1��"...�..�,�,��.�.,,.�,��.. 4 ... -- "..-.1. 11.1- 11.1-1.. 1-1. '--1'. -1- I. -I 60" X 52't I 16104 �6.-.. 362731 .--. ... .. .. .. "' EA -'i�-' 2040 FX TEMP ' ""'i ' ' ' ' " "' "' "' " " "" WDW VINYL FX CLEAR NO SCRN " "w '�-i�YCS 'R" ^&" 'S',C-"R, - - - - ' -,-, - .......... � � ------------- 1-11,111,1111, .. - - - ' - " '*"*' " - - - ---, - - --'-'-"""' "" - .......... -1-1-1111-1111- ---------- -1-11111 24" X 48" ---------- 16104 '�6ii�i�� .............. -1-1-11-6�� .. � i47' .... . -, -, , ��.-."."�"""�""�".,.",�"-.".,.,.-�,,�..-",�,�,.-�",.�� , , �6�i �i� � I ....... ---.'--."----- ....... - --'. - - I WOW VINYL FX CLEAR NO GR - - -"' --- -'-- --, --", '-, --'.' -- - .- -....'-- ... -- -,- ". -'..'...- - -- .:..,. 60" X 62A 16103 . L036iii� '.i6'4i-..-- %. - -'i�'-' ­-­46�6 ..................... �-' - - ' ' - "' 6 H" W- H T'' W""/'G" N � ... � . .. . ....... ..... " " "� ' .... �- ......... ........ 2-4-n ... X ... 6'4"'* ---------------------------- 16164 -�.-..-,.--�''-�,.-.�."".,.'.�'ll'.�,�Ill"",.-..� L0295462 EA ���".-.�.-�.-..-,-.-.�.-.1.1.�..�,�ll.-�,,�,,�..�.,�.�ll-l��. �,,��.-."�.-.-�""�"-.�.,�,,��...��..,.,�",�.""�"",�,�.,�.-...�..�.�,..�'.....A.,..".�"....".,.....��...I 54X12X24 ARCH WOW VINYL WIGR ...... ...... ... -- --, ... -- ....- - ---... I -.11-1-.- ---'. -- ....... - -'.'. --.". --- 54" X 28" 16103 64 L I .....". . �i� �i' i H, � L' i 4'� 6 � �' �V'ik' R'N ""W'6"W"'V"t'N"Y��4-�i,H-T,-,-W ....... ... -S- -'R' -N, ............................... * 4 ......................... . ........................................ z .......... .... � ...... 2'4"""'X ... 6-0 ........................ � ... 16104 - --.. ""-'-'-.'-1-... L0295461 11.1111". EA ---.. ""'...""""...-I.I.. '..".."..1--, 1---.1-1. 111-1.- � 54X27 ---.- -.- .1-1-- -.- ---.. .1-1-'..--'-..'-- -.14 -1, -'- -.- .- WDW VINYL 1/2 RD W/GR .".-I-1, - -". ­.- --l.". --- --.- --- -11-11-1. .1 �....'�....��..".�,.��.�,.����,.�..""..,,.".��..�.-I.I�.�. 5411 X 3 ill 16103 L029,i4�4"""""""'""�x,,,,,*,,,i660"i"M"�"A�'C'9""'""""' -11i�- I -11-1- -11 � -11-1 -11-1-1 -11 -- 1-1-1-1 1-1- &-, - ,/G R C I -1--1- 11, 111.1 �.111,�.11.1'..��l.-.,-�1-11�l-,.-.,--,-".�-�,.�..���.��,.�.I.�,,�-.�-�l---�,1-1- I �,��,�,.-�.--.,-,-.�.�.�.�.�.�.�.�.---,.-.-,.-.,-,-"",,,,,.".�,.�.�.-,-".-l.-.""",� ........... 2'4- " ' -X .... 7'6' ............... "­­ ....... 1,6104 i6i�i9i'-10' .......... I... --- EA I ­­�i�2i�s�-i;;i'ii6--"- ""'"',-, I-- - ......... W"'D"'W""V'I"N"Y'L""W"'/'G"'R""' " "" "" " "" "" "' """"'" "" ""'""""""'""""""*"""' ' , - ""''S"'8"1""X""6"1"�""" "" ""'"'""'"", 16103 i6i. 6i6..'.-.'...- 9 " * " " * " ' ' ' ' ' " [ 2060 TMP W/1/2 RNO " ' ' * " * ' ' ' ' ' ' , ' ' , , ' ' ' ' ' ' ' ' I WDW VINYL SH WHT WIGR & SCRN -., .. ' 'W'' 'C- 'N 'O"' ' ' , � � , � , , , , , , , I ....... I � � I I � ... .......... "I'll.11.�...�..,....�'...--.-.-.--,�, 24" X 98" - 16104 .-11-1--.'.-, ........ --_ -------- EA --- 1-..--1-.1.1-.-".-.-".' -.1- - -.1- -"-, - -"", -1-1-1- 58X40X30 ARCH -11- - 1-111, -11-1 - -11 I-- - ,-,,I -1-1 -1- - -- - - � I -11- � WOW VINYL W/GR -- - -11.1 -11- . 1-1 I -1- -11-11-1 -11- -1-11 I -1- - - -.1. ".- ". ".- -'- ". --. --- ... -". -.". 584A X 44" -1610.9 �63 � I'0634" ' ' ' E- A' '-'-E'A-,--�""�-,i�-",--,-,�-,-,�-,--,-,""-, 26", -,-"-,",-, I D' W''V'I'N' Y'L S'H" LE, A' R' GP',' W"' / S'CR N -,-"W-,,D",W,",V,l,N"Y-L''S�'H ... .... .... ' 'N' .. . . ............ �­­' ... ... ......... I I - 1, � � , , , , , ".. ".".. I 3 8' ' X ,18 3/8 " ............ , '3'8"""X-'5'0"5"/'8 ­"I ........... .... I I I I..... - I � I � � � � � q �. �.'.- -.' "...... � . I.....".., 16103 ...... I . .......... 1. - - I L0314657 . - 1. - 1. EA .. - 1. I .......... � .... - 1- .... - -... -.. .. - 1. 1. IH3 I I-, I. -, 1. .. 11 ..... - - 11 - I. ". 1. - ". lq I... .. I.... I... I.." 1. p WOW VINYL SH NO GR W/SCRN 1. .. ". 1. - 1, .. - .- Is .. .1 .. ". .. .. 1. .. - - 1. 27 1/2" X 38 -3/8" .1 ---.- -.1. .."-.1. -- --l'... -- 11-1.11. -'.. 16103 L6j1�65i"'­"' - -1--.... ...- -- .. 11 -1.1- 11- 1-1-111-1 11-1-11-1.1- 1-1.-111, -11- I-,.--,-, � C' L' E'A"R NO" G" R� W'/ S' C"R' 1-1-11.11.- I.- ". -.- 11 11.111. - - � 11 ". - - 1. . - I 1.1-- " ----'..' ........ --- ........ ---.- 1-1111-1-1-1-1-1- I -.1--111. -,"'.."..- 1. I-- --.. II.-�..""".,�,,�.".."..,..... -1. .-I", . ... .. 1-1 , ,,�."..'�."�.,�..'�."..��..'�.... --11-'-1-'- -- � - - ... --l-.- --- ....- - -.....".- ...".."..--l".-I.- ".- "... "" 1' . � ... 1-1. -.- - -- -- - .. ...... .... - ". -- "" ---- 1610.3 L0369187 EA ij-, 24 2RO I-,.--. - I--, 1.1- 1. WDW VINYL SH W/G, R & SCRN I-- -1- 1111-1 "--"-"-""""-- ----- "--""-- 38" X 74" --- "I-11,111.111-111.1-Ill""I",--I Transoms 16103 �6� i i4i 5` ' " * ' ' " * ' ' ' ' ' ....... ' ' 'E'A" ' " " ' ' 2"4"-'5" 'V"J'/'F"L`A"N' 'G"E' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' W"' D" W""V'I'N­Y­'L' 'S' -H" ' ' W-, '/' G" ' R'- ' &" ' -S' 'C' R ... N ........... ............................ 'vi� .... 3, -S""' 'X'-, -5, -6 ... 1/-4-�'r .......................... ................................................ .-1----1---'--'- L0429519 -'. -­-�4 -1- ....... ,�-,�,��,�.,�",.�,,�.�,�.����.�..�..�..�.�,,�,, 2014 ---,.... - - -- - - - - -.1.....- --..... - - -'- - - - - ... I TRANSOM VINYL WHT NO GR �..�..,.�....,..�....�.��.�.."���,.",�.",�"..�,.��,..,.�1-1.,�I."-'�.�,.�,.���.".".��.".��......"."."."� 25" X 17" .... ...... I 24" X. 16" 16104 16103 i6i" 66i" ­ ' 9 I. -11. .i�8-1. -1-1 -1. - ,--,-, -,-- EA 1-1--.1-1-I.- "--", -,--6--,-"-,-"-,-""",-,%-,-"-, "" 243 I-- --- -.--..-----.1----.--.- ...... ­"' ' 'kk­ ......... .. .... ­ " ' j, ­­ ..... -W6 YL SH R & N 1-1-1-1---11-111-11- . 1. -1-1111111. - -111--. �.-.-,��",--�.�,.""""".�"..�.�,.�. .-I-1-1- ...... �­­ .... �­ ............................... ............................................. .. 28" X 36" 115104 - � --'-, -.".' "."... - L0354132 1.�����,��..,."�111.11".."..����..�. EA .-�.-I.I�.��..�z�",.".,�,."..".-".-�.-I. 3014 ..".- --'.- "I.- --..- --. '1-11.- -.11. 1-1-1-11 -.1. -1- ... --. -- ... I TRANSOM VINYL W/GR .... -- ". -.". -... --.'.. I-- 1-1--.. .A.- 1-1-1-1. - 37" X 17" - -.- ... -.". -- - ".... ".", ... ".". -- - -- 36" X 16" 16103 L036 8 " ' - '--"E"A- EA ' 2436 FX " ' ' "2'4"5' 'T" ' ' - ' ' ' - ' - - ' ' ' ' ' - ' ' ' WDW VINYL SH WHT W/GR & SCRN .... --------------------------- ' ' "W" ' "C'*L"E"A"'R'-'N" 'G" '/"S' -C,- 11 - I - - -,"I,, "I'l"-.-,.-.--"".-�,.�.�,�.�,,�.�.�.-.-.-----. -------------------- � ------------------------ -11.�Ill"",-.-.�--.-.-",-.",.�"-.�,-.-,.--.-""",""--� 28" X 42" 16104 16�4.6i­ ' " ' 1 " " ' "' "-"-'-3-'0-4 EA """"'-­'­"'-' -,-",-"",-","",""'�,,-,,-,-"" T"-'-""""-'-'-"-' "-'-""-'"­­ "" "'""' """'"'! RANSOM VINYL W/GR �1 II "" ""3"7"p't"X""5"3""t""""'"""' "" """' " - --* ........ ""' .. ...... --* ...... .. """ ""', I 36" X 52" 16300 6�3'6i46' '" ' ' ' " " ' O' W"' I'N" ""' �­­ ' ""' ' "' ' D-' W- V" I'N"Y'*L"'S' H" O"' W, R-- N- I ''4" � -------------------- 2-8-11 --- X-6-0-1-1 ------------------------ 16104 �,�-��.-".�".",-"�,-,,-,�-,�,,�,�..�-,�..��,.��,-,.�"-�,�,.-�,-,,-.--.,�,., L0324888 EA __' _ � --, - ", - '--­ -.,. 3214 TMP ­­.' ­­ ..'-".' - - - - 1-1 .1- - --- -. m - - - � - .. - - - .. - u - TRANSOM VINYL WHT NO GR -1 - -1... -,"I - ,- I - - .--.' -- --, � .... - - 39" X 17'2 '. . - '. . '. .", - . " ". -- ". --- ...- " . " ... . ".- 38ij x 160 16103 ' "" "' ' L0298908 ""' ' ""' '"' '"' ' " "' "' ""' EA """""'""""""""""'�-�",-","-""",-"""� " ' " "' "' ' "' "' ' ' "' 2460 TMP .... ' ""' ""' ­­ .............................................................. z ................................ WOW VINYL SH W/GR & SCRN , ........................ ­ .... .......... ^ ------------------------------------ z ........................ ..................................... � .......... 28" X 72" 16104 ----1------.-- L0328436 ------ E A "����-�--��l.-I�,.��..;,�,�,����.�..�.I..�.",.�,,�,��,� ......... 3616 ARCH --..-.-...'-'.-.- -.1.1-1.........'.. I.- --'- -- �--'. TRANSOM VINYL WHT W/GR �".,..�......�..�..",,.,�.I..�..,.,.,,.�..,...'�...���.,.. 43" X 23" ,��..��."..,..�.".�,�.".,�.".....�1.1'...."."..'��.,..,..'�. I 42" X 23 9 16103 L0295456 .. -1. ...-- -- .." .. --l- EA --. 25 1-1- - 1�46.i-'.-- 1-1-- I...", --1..-..-1.-.--Z1---. ^ ----------------------------------------------------------------- WDW VINYL SH CLEAR NO GR W/SCRN - -1-1 1-11,11'.. 1-1. "I',"". --111111- . - - 1. �-. - -1 I,.-,, 11,111-- 380 x 630f -1--. ------------------------------------------------ * 16104 II.-I-1111-.-�1-111-I.-�..�l"..-.",�.I."..�.111,��-.1--�-I.-.-�'ll".�.�,,�1.11.1...-�,,�-�."�,�,,�,,�.�ll.� L0354134 EA 3624 ARCH I -.1-11.1-1.1-111111-1-1. "I -111.1.1-1111111.1- -1- - - - - ,.I-. - -11 I TRANSOM VINYL W/GR - -1- .111-1111 -1- -1- - - - - - 1:1 - "I -11-11 - 43" X 33" 1. I-- - - .... ....-I., - - -1-1 ... --- I-- - -- 42" X 33" I 16103 L0300838 --.1. ----- -1. - EA --, -'--.--­'-'-"-­-. 2S H OP ---... --... --'.. -.. --... --. .1. . WOW VINYL SH W/GR & SCRN ... --..' ---' -....,.,. ..' 11 ­."... ..... ." .."I".I.-I-I.- .1 ... . ........ ... .".. ....1-1 -11 . 1. -- - .-,-.-.-".�,.�.�.�11.1.-.-.-.-.-.-""-,I ....... --- 38" X 67" 11.1 . -1.�l----.-.-.-.-.--"",,11----,-""",.�l.-Il.l.-.-.-.-.--.-l-,-. 161.04 .-.-...�..�l.,""...�.�...�...�.�'... I.- 0 L0329526 -..-'-'--- EA "'11-11 I"..%.-,..-..'.-. 1. I- - --.1.1 -1- -1-1- -.- -.1- 4013 - --- ..". - -1- -.. - -1.1 -- ­ ­'..' ­­' ­­­'. ­.".­­­'. ".­ ­' I TRANSOM VINYL WHT NO GR ­­ ­­ -1-1 ". -- -- - ­ .... ... ­­ ".­ ".", L- � 49" X 16" ". "..- --.11. -- .1-...'.. I-- -.111- -- --- � 1 48" X 15" 16103 L02 -95i.601- I. --...'- 1-1.". .. - ..' -E.A --"' 25 ) TMP W/1/2 RD "' ' " " ' ' ""' "" "" " "" "" ..' ". -- 1. ADW. V1,NYL ,S.H A/G'R & SCR N 1--. - -- � - --- �,-"�"-..�,�'.1��-,��,.-�-�1-1--����-.,��.....��,�-,-,�-�--,�,��,-,,�,--����,�,��,,� �.- ..- ---'...'......... � .......... W--111111 .... 38" X 86' .... --'-- ........ -- � .... - ".. � ".. , , , .... � � � �'. I I I I I I I , , -... �.. "...... I - 111------1- 16104 -...".- I 11 � ....-­ L0300837 .... �. i.- ..... EA ............ �.'.�.."�.,�.,...��..,..'�..,.. -- '-- - -....'' I.- 4613 --.- ­'­ I-- '...'-. --%- --. --'....' -"... ....- - ­- -- - ­ .... .. TRANSOM VINYL WHT W/GR - - -'.'....-...-'-.. ­­ ---.....' --.1-1. 11, ....1- -, 55" X 16" ..". -.1. -- ". -". --- -- .."-.. -.1. -'- 54" X 150' 16100 L0310640 ....'. .. - EA .1-a-1 25 TW 1/2 EYEBROW -11.1��'� . .-,I.-,.-,. - -11 WOW VINYL SH WHT W/GR & SCRN 1- ,�---- .-.I.-,"..-. I-- � -1 - � -11-11 ,,I,,,, - -.......- - 1---.1 1- -1 ---- 74 1/2" X 75 $0 -1 11 1-1 ,,"I - "I--,.-.�.�.I.�.�ll.�l--.-.-.-.-.-;-".�.-I'�'ll'. ... 11----- .... -- �.---.-.----"-.-.�.�.�.�.-.�.-I"--"""",-I 16104 .......................... L0295463 ........... EA - ............................. ­' " "" "" """"", 4620 ��,,�I.I..�,�.,"�,�,l�,��.��.�..�.����.,,,�����.�I.I.,�1.1.��..�,�.,.".....�..�., I TRANSOM VINYL WHT W/GR ..�'..�.�.,�.�.,���.�,�.����.��,�l'.�..,..,.",�,�",.�,,�..�.��....��.-I."..,."."�.".�.."."..��.I.''�..�.11.1�.....��.-I. 55"X 25" 54" X 24" 16100 i666i�4,1. - -6i. 1.14.. -.1-1."..-I -IiWl- R&I'll I -.- ,-..-, � 11 - I --.- -1--l-1- w6W I YL SH W/GR & SCRN - 1-1--111-111-- - 4---- - - . -------1.11.-1. --.1'...- - - -- 1. - 74 1/2" X 67' --11.11.1-1---- ...... �­­­ ........... ----- I ------ ­ ­­ 16104 i6 ik1--.-1.1--.'i -11-1-.-4 i6lx 11 - ---- -1-1. -1-1.11 -1-1 -1- - --- -.11 - -1. --- - -- -,.-" -... --1 --- -..""". ".- -.1-- ---l. TRANSOM VINYL W/GR -1. -- ...- ... -". ".- ". -1.. -.1-1. I-- '..- - I 55"X 34" - -1- "..".- -'- ---- ....- "..-.,.. 1-1- -1- . 54" X 34" 16100 95 57 -"""", '' '4k"'"' i- �� 5 -'i5 ... 'i&"-"-""""""" """ WOW VINYL SH CLEAR NO GR W/-5CRN " -1�6W�h�ic'!�W '�'iiii��,-"-""-""","-"""""-"",", 74 1/2." X 63" .... ­­­­­ --'-'---z-- ... � ' 16104 .1f ii4..f--11- 13 1111i�- I-- 11 li6l,�,,�,�ll.�ll.,�.�ll.�ll.��.,�.11'..�.-I..'�.11%�. -.111-1- so 11 11 1-11--.1-- .1-1-1. --1. sl -11-1- 11.11, 111- -1. -.... 1-1-1. I-- - - - TRANSOM VINYL W/GR -.-- .I.- -.1-1. -.- ___ -- -1-I.- -- ­, 611, x 191, ---- .I.- 'k1''-- ... ... .. ... ...... ... .. .. " " 60" 8'* ,16103 I �6' ika- .."........'--l-.1. 1-1-1111 ,-,,I-,,-,--,-"-,-,,,, ""-"-., ­., -,.,-, -, ­'. �.,-,�.,.",.,-.,,-,..,-",�.",...�."-�,�",.-",��,��.,�,.��.��,.� ------------- ­-­­­__ -------- -- -------------------------------- 38" X 96 H ------- I ------- L ------------------------------------------------ . "I'll.--, 1-.1.111-1-1 �.I.I�-11,�l.-�.-�ll.,��,.�'ll1l.1-11� . ...... --1.'1-1--'---. .1 ,..I-.- _1 . -- - 11---l- � -- 1- 1- 11 ". - - -. 1. - - 1.1-1--l-1- -'11. "-------1-----j. -.11. -'- ." . I-. . -"I'v-, 11- . -.1-- . - - . - . - -1 -11 1- -, ,- - , . ., - - �' .1- - -1 .11 . , .- -, - .- . . " - 16103 i 69490 '62'9�459­'­ I EA 26 _ WDW VINYL SH CLEAR NO GR W/SCRN I..., --.--11'- ---------------------- ---.-1--'-.-.-1.-1- 38" X 72" "I,-,------".-Il.�.-.�l.,-.-.--,-.-.�.-.�.� --------------- -". Doors 1610.3 ' " '' ' " ' " -, -iW' - 1-ik--l.- --'i '44e f6V"""""""' -""' ----------- , I. ""i16 'V-14ic'�W 'k� kii� ..... .. �­­­ ............ . .. . . .11 "-,W"�D-"W-",V"I,,N"Y*"L"'S'H^"W' -SC-R-N- -- ' - ""' - ---'-'-""-"- -1.1--l- - ".----1..--- ... ----- 38" X 76" -1 1-1.�.�..�"-.-�.,-.-,..�.�,�.�,� ----------------------------- ­.-...-.­.-­."'.. , I- ... "I�"..�",��,,��,�,�,���.��1.1.1�� ... -- --l-1-1111", .... --'...' FEA '----'- ... ��"....,.".-.".�.,.--�.,�,-�.�...,..�-�.,..-..-...,...-."..-�..... 2/86/8 .-- ... --. --1 ". --- - Door - 1- ..... ... - ----''-- '.-----1. ---.... ...... .... 35 5/8" X 83 1/16l' ..... ..... " "' " " " ' " " R 82 5/16 16103 i�66ii�41-'-.-..'.' I .- ..".". I.- ""'.... -.11.144-11-1--11- i�f� kilik�6 I'll �,�,,-,�.,�,�.,�".,�.,�'..'�"- /-G"R,"&^' I �.,�,�.�..,."..'�,�.,�,,�,."�,��,��,.�....',�,� ------- �,-�--�-�,.-�,�-,,,,���,.�,.,.�-�,-�,,--.1---.1��,�-.-- H 38" X 95 ".--.,�,.�,�l-,.-�-,�.-,-.-.-.�.�.�,.-.-.-.-,-.-.-,.-,-,.�"""---.-,- -'-------" --'--.--.- i 11 I .- � -Iiib, -... 1--l-, -"""", -1- --l-1- -.- � --- �ii .. --- .. .1-11 -1-1 - -11, -1- - --1 -.'--'-" - ---- --- - ...-I.I., , Door - -1--.1. -- 1-- ­ --. ....- ... -.11 t . f --- --, ", 39 5/8" X 83 1/16 - --.34-1/8"-X - - '. ....- .. -- ---- -- 1--.1. -.1. 33 1/8" X 82 5/16" 16100 L10,4341442."...1-1.1. 1. 1. - -.. � - --" 26 TRIP "" " "" "" " "' WOW VINYL SH CLEAR NO GR W/SCRN I .... .. .... .... .. ............................................................. 4 ....... 111.10 X 720f .......... ......................................... -.-------1 ------------------ "I--"".-".�,.�.�.-.�-...-.-.,. ................................................ ­­­­ EA 'i�' ' - ---- 1-1-11.1----- -- -.-.1 -.1- -, ­., -'­ ­ ­., 2188/0 � ' ' ' '3"�6''ijb"'--""" "" "" """' """' - --.-1 1-6- � 1-11 I -11-1- 1-111 -1-1 - - - � -11 I - 1-1 - u - , -111 - . 0or ' ""'"""' "" "' "" """' "" "" " """"' ----- - - -1- - -1-1 -1- -1-1-1 -,-I-.- -.I.,"., -11- -1-1 I - 35 Sbi` X 99 1/16" "' "" ' "', 1. ".- -1. 1-1. -1-1. -1-1. I-- -1. -- I-- ". -.1 34 1/8" X 98 5/16 9 ].. [""""""""""", I 1---'.'-1-'.'-'11/ 1,11--- ... � ... -"------"-- .......... Door"" .... �",.�"".�",�,,�-�""-��",�,-� ....... -'--- ..- - -.' -'- .- -- -.- -3'9'5'/8"-X'99'1*j'16" "" """' ' ' ' "'' "'", '' --", -..' -,"", -- --- --- -'-" "", -'..- - "", """"' ""' ---"' "- "i't"", "" """' 38 1/8" X 98 5/16 -- -." - ".". ".- ... I..". -1-1 --l-, -.1, A R C H I T E C T S Dess-Wn rouo 12. . �-.;Jzj G up -Ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1% . . - 14 6.-ammummmmar !.:A E 8 w 0 0 � E 0 = C w ?.% L- -1 . & Lo 1%.1 KENSINGTON RESERVE (LOT #12) MODEta SEASIDE (VERSION#01) PROJECT#: 2997.000/012Rl PAGE: WINDOW SCHEDULE L- ad DATE: 5/10/18 I SCALE: 1/4 19=1 'I-0" I 931 -MET D4 THICK, 3 COAT CEMENT NOfi ' NOTE: PREFORMED PLASTER SIDE LAPS OF METAL PLASTER BASES CONTROL JOINTSHALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL BE LAPPED A WR5 LAYER 02, FORTIF15ER BUILDING MEMBERS. THEY SMALL BE TIED BETWEEN MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) 5UPPORT5 WITH 0.0415 -IN. (1.21 -MM) WIRE 6' HORIZONTAL LAPS. TO LATH 0 9' O.C. MAX (VERT.) APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9' NOTE: DO NOT FASTEN CONTROL JOINT TO 61' (VERT.) O.G. MAX AT SUPPORTS (229 -MM). AS PER ASTM C1063 lb.1. WALL EVEN IF STUD EXISTS BEYOND EXCEPT NDT: LATH VERTICAL STAPLES W/ %8' LEG MAY BE USED TO TEMP. WR5 LAYER M, $TUCCOWRAP FOR REPAIR OF TEARS IN WRB LAYERS, 11 LAP TO BE 1' SECURE CONTROL JOINT DURING INSTALLATION COR APPROVED EQUAL) TEARS MAY BE PATCHED PEEL 4 STICK MR LAP hI�TAL LAN TEMPORARY STAPLES TO 5E REMOVED AFTER THICK, 3 GOAT GEMENT INSTALLATION =}.: " r. � � -p. :� x x x— WOOD 51SHEATHINGMETAL LATH PLASTER METAL LATH FASTENERS TO 5E SPACED MO�' '� M. W PROTECTED FLASH TAPE TAPE WR5 LAYER WR5 LAYER 0`2 FORTIP15ER 0 O.C. MAX VERTICALLY M, STUCCOWRAP BEHIND CONTROL JOINT WR5 M TAPED TO V MN PAMR LAP OW -LOW ONLY (OR ,q�RO p BUILDING PAPER (OR LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED SHEATHING w/ WR5 EQUAL) DIRECTLY APPROVED EQUAL) CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6' TO S' FROM CONTROL *2 OVER TOP. WR5 _ TO SHEATHING TAPE WR5 LAYER M, TIED AT EACH SIDE. PER ASTM C1063 1.1@.L4 JOINT WHEN CONTROL JOINT FALLS 02 TO BE LAPPED WRB LAYER2r STUGcoWRAP (OR APPROVED EQUAL) ON STRUCTURAL 5TUD WOOD STUDS VERTICALLY 6' MIN. FORTIFIBER BUILDINCx 1' MIN LATH DIRECTLY TO SHEATHING NOTE: - STUCCO OVER PAPER (OR L�4LL�'LAID 1. FASTENERS FOR LATH TO BE NAILS ORrry, METAL LATH. METAL APPROVED EQUAL) x x STAPLES IN COMPLIANCE W/ ASTM CI063 SHEATHING LATH To HAVE 1' VERTICAL LATH 2. WIRE TIES To 5E (NO. 18) 02475° WIRE TYPE "M" CONTROL JOINT VERTICAL LAP MIN. &PAPER DETAIL WOOD 5H ' • EATH1 NG 3. BLOCKING SHOWN MAY BE IN ADDITION TO " WALL STUD$ REQUIRED PER PLAN NOTE: APPLY SEALANT AT 'M' CONTROL HORIZONTAL LATH ERLAPJOINT END TO END CONDITIONS & PAPER DETAIL (§)ffAP n� P GUT TWO PIECES OF FORM FLASH I USE FINGERS TO MOLD THE REMAINING HALF OF THE APPROX. 6' LONGER THAN THE FOM FLASH 1 TO THE SHEATHING, MAKING SURE THE WIDTH OF PIPE OPENING FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TO 058 AROUND PENETRATION IN OR LESS PIPE PENETRATION WOOD SHEATHING STARTING WITH THE BOTTOM WATER RESISTIVE BARRIER HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM MINIMUM LAP (PER MANUF. SPECS) .k .1 LEGEND (LENGTH W15E WITH ADHESIVE FLASH 1 AND APPLY IT TO THE -.- TO THE EXTERIOR) TOP HALF OF THE PIPE IN THE WEEP 5CREED DRAINAGE PLANE ALIGN THE PROTECTD FORM FLASK 1 SAME MANNER, MAKING SURE (WR5 LAYER WITH THE CENTER OF THE PIPE. ADHERE STEP i STEP 2 THE OVERLAP AREAS ARE STARTER STRIP (PER MANUF. SPECS):�:: L . � STUCGOWRAP OR FORM FLASH I TO THE BOTTOM HALF OF PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. (PER MANUF. SPECS) A A+r WR5 LAYER 02TA PE WR5 LAYER 1, � 5'Xl' CONTINUOUS GALV. METAL r.. � (FORTIFIBER PER FBG R103.1.1 STUCCOWfZ4P (OR APPROVED 1 STEP FLASHING (NAIL TO ROOF BUILDING PAPER OR EQUAL) DIRECTLY TO SHEATHING DECK, NOT WALL SHEATHING) € 70 APPROVED EQUAL) EXTERIOR LATHING AND PLASTERING tURB LAYER 02, FORTIFf BER EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER (OR CAP SHINGLE - DO NOT NAIL METAL LATH X X X x SHALL COMPLY WITH THE APPLICATION APPROVED EQUAL) ® _® REQUIREMENTS OF ASTM C 926-12A. ADHERED SHINGLES TRIMMED STUCCO 4 44 METAL LATH TO COVER FLASHING STRIP INSTALLATION OF EXTERIOR LATHING AND x PROTEGTO FORM FLASH I WOOD SHEATHING FRAMING SHALL COMPLY WITH ASTM C 1063-12A CONFORMABLE AIR/VAPOR .:X.'. BARRIER TAPE DIRECTLY SELF-ADHESIVE TO SHEATHING FLASHING INSTALL FASTENERS LOCTITE SPRAY ADHESIVE NOTE: (CLIPS, STRAPS, STAPLES) ► DIRECTLY TO 055 AROUND A5 REQUIRED TO SECURE �� x~ �. PENETRATION METAL LATH: LATH TO BE PER PIPE/ WIRE TO FRAMING SIDING STUCCO FBG R103.1.1 ASTM C-841-0% ELASTOMERIC COATING MIN. 2.5 L55. PER SQ. YARD PIPE PENETRATION DETAIL -: (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES i N.ra OVER STUCCO/ G.V. FINISH „ „ NOT MEET SPECIFICATIONS) SECTION (SEE TYP WALL SECTION) 4 L �TFLASHING WRB: WATER RESISTIVE BARRIER A R C H IT E C T S Desig2GrouoIn . LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 V BDi v i & KENSINGTON RESERVE (LOT #12) MODEL SEASIDE (VERSION#01) PROJECT#: 2997.000/012R1 PACE: WALL ASSEMBLY DETAILS DATE: 5 /10 /18 SCALE: 1/4"=1'-0" L9HEET WAI �IIIIIIIIII ,vvoovvvov. V BDi v i & KENSINGTON RESERVE (LOT #12) MODEL SEASIDE (VERSION#01) PROJECT#: 2997.000/012R1 PACE: WALL ASSEMBLY DETAILS DATE: 5 /10 /18 SCALE: 1/4"=1'-0" L9HEET WAI TEXTURED CEMENT I T I OUS COATING URB LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIP15ER BUILDING WOOD SHEATHING x. THICK 3 COAT PAPER (OR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF X CEMENT PLASTER WRB LAYER ' I, ST P f OR APPROVED SEALANT. PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE -PRICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX.APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT . 1" ABOVE SHINGLES x NON-MOVABLE FRAME AND STUCCO ON ALL SEALANT ALL SIDES DIVERTER 1" MIN. ' µ SELF -ADHERING FLASHING x SIDES, Y" SEALANT 0 JOINTS ALL AROUND ' THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH 8B DRYER VENT BLOCK KTP. DRYPLEKT KICKOUT DIVERTER WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER 3 6A 2.�?I�RV�EN�T FRAME) OVER QUICK FLASHFELT UNDERLAYMENT PER FBC R�03.�.1 PIPE THROUGH WALL SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3', FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER 'QUICK FLASH' ASTM C 926-12A. FASTEN 4' O.C. MAX. �Z�PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING WRB LAVER 021 FORTIP15ER LEGEND WOOD WRB LAYER �1, BUILDING PAPER COR DRAINAGE PLANE NOTE. CONSTRUCTION :: STUCCOWRAP (OR v' APPROVED EQUAL) (WRB LAYER �1, STUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF # WALL °�-� KTP SHEATHING U� LAYER �'2, WOOD /8' TEXTURED TEXTURED FINISH WOOD WRB LAYER 2 INTERSECTIONS FORTIFIBER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER COR S' CMU MEMBER 1' O.C. MAX OR APPROVED EQUAL) s APPROVED EQUAL) - � YS' TO W MID -WALL AREA TO RECEIVE 1 COAT OF $HER -CRETE CAT NT �' '� METAL LATH X X X x FLEXIBLE CONCRETE WATERPROOFER or 1 THICK, 3 O GEMS WEEP SCREED STUCCO WOOD FRAMED PLASTER 'WIDE STRIP SELF SCRATCH COAT PRIOR TO ELEC. METER WALL %S' TO 1/8' MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASHNG 1 (PER 3/WA1) 6" 5ELF-ADHERING FLASHING TEXTURED FINISH a MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: FRAME TO FRAME FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM ELEC. METER FIELD VERIFY 7A = ►v.T.G. '7B sca�rms N.TA C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR • LOCATION NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP SCREED END To END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION—// I CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4" NOTE: ATTACK PER • PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASK I INTO THE OPENING POLYMERIC ISOCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADI -(ERE TO THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR of THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN 1' TO CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER M, STUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) ELASTOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASK I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION SELF ADHERING FLASHING APPLY E -Z BEAD • ° • ° • ° • ° OVER STUCCO/ G.Y. FINISH FLA514 OPENING WITH PROTECTO FORM FLASH I APPLY 60 MING ' ' FELT (OR APPROVED EQUAL) • °. °. ° (SEE TYPICAL WALL RADE D EL ° ° SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) ELECTRICAL CONDUIT METHOD AS DESCRIBED IN DETAIL 3 OF WA1 OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT o� METAL LATH ZENETRATION "PIPE PENETRATION DETAIL" AT ALL JOINTS AND 8 = APPLY 1 COAT OF $HER -CRETE FLEXIBLE CONCRETE WRB LAYER *2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOPER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (ORELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND D15CONNECT APPROVED EQUAL) STEP 4 STEP 5 9 KT& �T) STEP 6 A R C H IT E C T S DesoinGrounc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �Illillllll ,voovovvvo. StMDIV. de LAT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT#: 299"7.000 012R1 PAGE: WALL ASSEMBLY DETAILS AF10HITECT-. STATE OF FLORIDA Y �1 0 X18 y ACF AR NO 93723 DATE: 5 /10,/18 SCALE: 1/4"= i'— o„ SHEETWA 2 WOOD SHEATHING WOOD CONSTRUCTION %' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER �, - 5TUCCOWRAP (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER Ulla LAYER +M, STUCCOWRAP (OR APPROVED EQUAL) AMICO AMbb-9U1G-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR ---- 5 AL GA WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 022, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) J" THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 'l, STUCCOWRAP (OR APPROVED EQUAL) URB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 6' 5ELF-ADHEREING FLASHING WRAPPED 6 CORNER OF CANTILEVER AMICO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FIN15H LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 40 DRIP EDGE TO DECK I VXl %' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK a DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 VXI 4' 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) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD ss CWPONENTS PULLED —� \ APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER M, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO 4 b . WOOD SHEATHING SELF-ADHESIVE FLASHING I VINYL COR APPROVED - 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, V MIN. SPACE FROM DRIP FACE TO TREX y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER *1 NOTE: METAL LATH: LATH TO BE PER FBC 81031.1 / ASTM C-841-09, MIN. 2.5 L85. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER � WEATHER RESISTIVE BARRIER "2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. COR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EogL EDGE INSTALLATION Y' GAP FOR BACKE4 ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR ,, 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90 - VINYL (OR APPROVED EQUAL) CA51NG BEAD I VX1 V P.T. OR SIMULATED WOOD (TREX) WATER PROOFING lot 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 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER I wCOMPONENTS PULLED APART FOR CLARITY WEATHER RESISTIVE BARRIER 02 a'' THICK 3 COAT CEMENT 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD ( SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CA51NG BEAD11B BALCONY DRIP EDGE INSTALLATION kTA PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENTS IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING -9 1" O.C. MAX. WR8 LAYER M, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) 12A RNER BEAD � FRAME CORNER BEAD (FASTENER 4 SPACING 6 1" O.C.) CMU %8' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT 12B CORNER BEAD @ BLOCK KTA COLUMN SHEATHING WEATHER RE515TIVE BARRIER M WEATHER RESISTIVE BARRIER 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Xz"x3' 'L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I �' 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 M WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN r COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING 1 X2'x3" "L' FLASHING FULLY EI'18EDDED IN ROOF CEMENT " X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN, SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER 02 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 0 COLUMN W -E INSTALLATION L" FLASHING A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII �vvvvvovvo� E 8E 0 r c sysD=v. aLOT: KENSINGTON RESERVE (LOT #12) MODEL. - SEASIDE (VERSION#01) PROJECT& 2997.000 012R1 PAGE: WALL ASSEMBLY DETAILS DATE: 5/i0/se SCALE: 1/4"=1'-O" s 1EET WA3 WOOD SHEATHING WOOD SHEATHING WR5 LAYER �, STUCCOWRAP WR5 LAYER 1, 5TUCCOU)RAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) THICK, 3 COAT CEMENT WR5 LAYER 02, FORTIF15ERU 5 LAYER 1, STUCCOWRAP WR5 LAYER *2, FORTIF15ER WOOD SHEATHING PLASTER BUILDING PAPER (OR Ai (OR APPROVED EQUAL) BUILDING PAPER am MAD APPROVED EQUAL) (OR APPROVED EQUAL) IX TRIM MEMBER g STUCCO r°M METAL LATH 11J00D SHEATHING WR5 LAYER 1, STUCCOWRAP METAL LATH TO SIDING TRANSITION WR5 LAYER 01, FORTIF15ER METAL LATH WR5 LAYER 02, FORTIF15ER t Co A o R PPR VED EQUAL) SIDING BUILDING PAPER " THICK, 3 GOAT 4 BUILDING PAPER (OR ° THICK, 3 COAT CEMENT WR5 LAYER 02, FORTIF15ER TOR APPROVED EQUAL) CEMENT PLASTER APPROVED EQUAL) PLASTER r. BUILDING PAPER b SELF ADHERING METAL LATH VINYL COR APPROVED EQUAL) COR APPROVED EQUAL) WOOD SHEATHING ;•. a'. p - FLASHING "TRICK 3 COAT ANGLED CASING BEAD x METAL LATH : r DRIP CAP VIEW r-oR CEMENT PLASTER b'SELF-ADHERING FLASHING�EVIEWxPi°DE° TRICK, 3 COATLL:L =ter-``-- cLaRtY) DRIP CAP c ,- CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE WR5 LAYER M, STUCCOWRAP WR5 LAYER '�I, STUCCOWRAP TOR APPROVED EQUAL) — WR5 LAYER M, 5TUCCOWRAP (OR APPROVED EQUAL) I E L M LAYER '"'1, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD U1R5 LAYER 02, FORTIF15ER BUILDING ak: (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WR5 LAYER *2, FORTIF15ER BUILDING , METAL LATH PAPER (OR APPROVED EQUAL) b SELF ADHERING $" TRICK, 3 COAT METAL LATH FLASKING OR PEEL STICK SIDING TO STUCCO CEMENT PLASTER" THICK, 3 COAT b" SELF -ADHERING . , CEMENT PLASTER 80BT�AS�ING�LE�"� FLASHING b'SELF-ADHERING DRIP CAP FLASHING WINDOW FLANGE DI GAP WOOD SHEATHING CASING BEAD @ WINDOW CASING BEAD WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND @jIRAME, W BAND Krd. a WRB LAYER �1, STUCCOWRAP WOOD SHEATHING (OR APPROVED EQUAL) LEGEND U1RB LAYER 02, FORTIP15ER BUILDING u1R8 LAYER (, STUCGoWRAP WOOD CONSTRUCTION BEYOND (NAG AN PAPER (OR APPROVED EQUAL) (OR APPROVED EQUAL) WOOD SHEATHING DRAINAGE E WRB LAYER 02, FORTIF15ER (WR5 LAYER M. STUCcoWRAP �' THICK, 3 COAT BUILDING PAPER WEATHER RESISTIVE BARRIER MOR APPROVED EQUAL) CEMENT PLASTER (O APPROVED EQUAL) RESISTIVE BARRIER 02 b SELF -ADHERING FLASHING X y LAP SIDING W/b REVEAL WR5 LATER VINYL (OR APPROVED EQUAL) METAL LATH WEATHER RESISTIVE BARRIER IFORTIFIBER BUILDING PAPER ANGLED GASING BEAD T"' THICK, 3 GOAT CEMENT (o' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 02 OR APPROVED EQUAL) >> (EXPLODED STARTER SCRIP PER STARTER STRIP PER M VINYL (OR APPROVED EQUAL) VIEW FOR PLASTER MANUFACTURER'S INSTALLATION Q 4 MANUFAC METAL LATH x x x x A A CLARITY) MANUFACTURER'5 INSTALLATION STUCCO e 4 C SING BE D INSTRUCTIONS INSTRUCTIONS WOOD SHEATHING DO NOT CAULK OR SEAL OPENING b' SELF -ADHERING FLASHING CASING BEAD @ RAISED SELF-ADHESIVE FLASHING GALV'D METAL 'Z' FLASHING GALV'D METAL 'Z' FLASHING @muKr BANDFRAME i DO NOT CAULK OR SEAL OPENING NOTE: STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-091 MIN, 25 LBS. PER SQ. YARD (UTILITY OR GALV'D METAL 'Z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO C1 BLOCK TO FRAME TRANSITION 6 : Krs. STUCCO CASING BEAD �' THICK, 3 GOAT � CEMENT PLASTER $ THICK, 3 COAT CEMENT WOOD CONSTRUCTION BEYOND PLASTER WOOD SHEATHING b' SELF -ADHERING FLASKING SEALANT �NG METAL LATH SEALANT METAL LATH TO w"Dow WEATHER RESISTIVE BARRIER I WEATHER RESfSTIVE BARRIER TO LAP WR5 LAYER 02, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER b' MIN. ABOVE TOP OF 'Z' FLASKING WINDOW FRAME PAPER TOR APPROVED EQUAL) `a �' X I Y¢' LAP 51DING W/b REVEAL WOOD SHEATHING WINDOW FRAME WRB LAYER, FORTIF15ER WEATHER RESISTIVE BARRIER 9 b' 5ELF-ADHERING FLASHING WEATHER RESISTIVE BARRIER BUILDING PAPER - (OR APPROVED EQUAL) GALY'D METAL "Z" FLA51-IINCx WR5 LAYER *I, STUCCOWRAP E -z BEAD VINYL TOR STARTER STRIP PER MANUFACTURERS DO NOT CAULK OR SEAL OPENING INSTALLATION INSTRUCTIONS TOR APPROVED EQUAL) APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER *1 TO LAP b' WIDE PEEL 4 STICK (W/Ys' FLEXI5LE PVC SACKER DO NOT SEAL OPENING b' MIN. A50VE TOP OF 'Z' FLASKING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WR5 LAYER 1, STUCCOWRAP 2X FRAMING GALV'D METAL "Z' FLASHING TOR APPROVED EQUAL) CASING (OR APPROVED EQUAL), E -Z BEAD VINYL b" SELF -ADI -IRKING FLASHING BUILDING WRAP (W/%s' FLEXIBLE PVC BACKER ROD MEMBER WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CASING WEATHER RESISTIVE A -- INCLUDED) MEMBER / (W/Ys' FLEXI5LE PVC SACKER ROD) RE VE B RRIER b' SELF ADHERING FLASKING E -Z BEAD VINYL TOR APPROVED EQUAL) APPLY FULL BED OF b' 5ELF-ADHERING FLASHING CASING (W/31' FLEXIBLE PVC BACKER SEALANT BETWEEN WOOD SHEATHING Y' THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 02 CLARITY WEATHER RE5ISTIVE BARRIER #w2 SIDING TO STUCCO EZ BEAD WINDOW CAS FRAME TO FRAME TRANSITION INC 6 f Kra A R C H I T E C T S GDeson rou��. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i 1 \000000000 SVHDIV. 8a LAT: KENSINGTON RESERVE (LOT #12) MODEL4 SEASIDE (VERSION#01) PROJECT#: 299'7.000 012R1 PAGE: WALL ASSEMBLY DETAILS DATE: 5 /10 /18 SCALE: 1/4"=1'— 0" SHE ET CUT HOUSEWRAP AT 45° ANGLE MODIFIED ' I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP 4 SECURE HOUSEWRAP COR ,P UNDER) at HEAD STEP 1 WINDOW FLASHING INSTALLATION DETAILS @,_. xTa FULL WRAP (FRAME) WALL FLASHING INSTALLATION DETAIL(MASONRY) 1 uH xaLl=: KTA FOLD HOUSEWRAP IN AT JAM55 4 SILL SLOPE SILL R.O. TO EXTERIOR INSTALL 6' SELF -ADHERING FLASKING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN I' BELOW SILL FLEXI5LE FLASHING DO NOT SEAL BOTTOM FIN APPLY 081 HW (0 EGLIAL) SEALANT • UN O UACMU ,JOINT. FLUID APPLIED FLASHNG (LANCO W NTE -SEAL RC -8" OR EGLIAL). lII NO STEP 2 ALIGN FLEXI5LE SELF -ADHERING FLASHING W/ INT. EDGE OF BILL R.O. MECHANICALLY FASTEN FANNED EDGE5. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING FLEXI5LE FLASHING AS THE FLASHING AT THE SILL alr r, u 6' SELF -ADHERING OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMS FLASHING INSTALL VINYL DRIP CAP STEP 3 APPLY 34' NOM. CONTINUOUS BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING S' VERT. END DAMS REQ'0. AT EACH END OF SILL Q 1 JUL If ISEWRAP DOM 4 D I AGONAL CUT 4 DEAD OF WINDOW STEP 4 STEP 8 fit" INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCTI+ APPLY MEMBRANE FLASHING OVER JOINT INSTALL 6' WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (7tECtO-UlR4P 6T-20XL R APPROVED EQUAL) STEP 5 LiALA V NOTE: I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASKING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS i WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPAT I BLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 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 stmDrv. & LOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT& 2997.000 012R1 PAGE: WALL ASSEMBLY DETAILS ]SATE; 5 /10 /18 SCALE: 1/4"=1'-0" SHEET WA5 �Illillllll ,ovvovvovv, stmDrv. & LOT: KENSINGTON RESERVE (LOT #12) MODEL: SEASIDE (VERSION#01) PROJECT& 2997.000 012R1 PAGE: WALL ASSEMBLY DETAILS ]SATE; 5 /10 /18 SCALE: 1/4"=1'-0" SHEET WA5