Loading...
HomeMy WebLinkAbout3883 Crawley Down Lp 18-2449 9a)RECORD COPY REVIEWED FOR CODE COMPLIANCE FLA XAMINE1R4 GATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY - " `"' ""IONS OF THE TECHNICAL CODES. OF A PERMIT PREVENT SROM THEREAFTER RF -u ;qi; A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REO WRED Results to be Verified at Stab Inspection BUltp�� 8q0 ryanhomescom # i g- 2 4 49 a�A NFo�o "9RTA-tEN� r 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) ALT. ALTERNATE MFR. MANUFACTURER 4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM GN GENERAL NOTES ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED i FRONT & REAR ELEVATIONS CL CENTER LINE MTL. METAL 2 LEFT & RIGHT ELEVATIONS . ► CAB. CABINET N.T.S. NOT TO SCALE 3 FIRST FLOOR PLAN RYAN HOMES — TAMPA • OCCUPAN(N. — RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 4 SECOND FLOOR PLAN 1409 TECH BLVD., SUITE 202 . CONSTRUCTION --TYPE — VB CLR. CLEAR PL PROPERTY LINE 5 FOUNDATION PLAN CONC. CONCRETE P.B. PUSH BU'rrON 5A FOUNDATION DETAILS TAMPA, FL 33619 • MIN. INTERIOR -FINISH — CLASS C COND. CONDENSER PH. PHONE 5B DOWEL ,LAN W • BASIC WIND SPEED — VULT = 150 MPH CPT. CARPET PLT. PLATE - — VASD = 116 MPH C.T. CERAMIC TILE PLYD. PLYWOOD 5C LINTEL+PLAN (LOTT�S) D. DRYER PR. PAIR _ 5D LINTEL PLAN (CAST -CRETE) • STATE OF FLORIDA • RISK CATEGORY - II DBL. DOUBLE P.T. PRESSURE TREATED 5E LINTEL PLAN (QUALITY PRECAST) • EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER _ 6 FIRST FLOOR ROOF FRAMING PLAN PROFESSIONAL ARCHITECT: . 1 -STORY RESIDENCE DIA. M. _ DIAMETER IN R.A.G. ` ; RETURN ATR GRILL 7 SECOND FLOOR ROOF FRAMING PLAN JAMES CANTWELL 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 8 ENTRY SECTION DETAILS LOCAL AND STATE CODES DP. DEEP REF. REFRIGERATOR 9 FIRST FLOOR ELECTRICAL PLAN AR NO. 12079 DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING 9.1 SECOND FLOOR ELECTRICAL PLAN WIND SPEED & EXPOSURE CATEGORY DTL. DETAIL S.D. SMOKE DETECTOR / A.B. DESIGN GROUP, INC. D.W. DISHWASHER S.H. SINGLE HUNG Dl SECTIONS DETAILS EA. EACH SHT" SHEET 1441, NORTH RONALD REAGAN BLVD. ELEV. ELEVATION sHTHG. SHEATHING D2 SECTIONS DETAILS BY COMMUNITY D3 SECTIONS/DETAILS LONGWOOD, FLORIDA 32750 EQ. EQUAL SHWR. SHOWER D4 SECTIONS/DETAILS Fax: (407 774-4078 Tel: 407 774-6078 EXH. EXHAUST SIM. SIMILAR ` ) ( ) EXT. EXTERIOR SL. SLIDING D5 SECTIONS/DETAILS AYERSWORTH GLEN 150—B F.G./FX. FIXED GLASS SL. GL. SLIDINGGLASS D8 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD D7 WINDOW SCHEDULE BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS FIR. FLOOR THK. THICK WAl WALL 'ASSEMBLY DETAILS CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB WA2 WALL ASSEMBLY DETAILS FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE WA3 WALL ASSEMBLY DETAILS CHAMPIONS RESERVE 140-B FIG. FOOTING T.O.S. TOP OFSLAB WA4 WALL ASSEMBLY DETAILS CREEK SIDE 140—B GA. GAUGE TYP. TYPICAL WA5 WALL ASSEMBLY DETAILS 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. INSULATIONMcCORMICK RESERVE 140—B INT. INTERIOR IF ANY .ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B. FB � S DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—SQ.FT. CALL. S AND IN NEED OF FURTHER DETAILING OR OSPREY LANDING 150—C EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B IST FLR. LIVINC% 904 Sa. FT. BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B 2ND FLR LIVING 1,265 Sa. FT. PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B TOTAL LIVINGS 2,169 SO. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140-B THE ARCHITECT OR ENGINEER FOR CLARIFICATION. ENTRY 40 SO. FT. GARAGE 449 SQ FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED LANAI 260 50. 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 2,9IS 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. ARCHITECTS .-) Desn Gropinc._u FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT#119) MO DEL: LARGO (VERSION#01) PROJECT#: 02997, 000 PAGE: COVER SHEET ARCHITECT= STATE OF FORIDA 0 ?pie .aAl� S C ' TWELL Ali NO 12079 D 4/3/18 SCA iE: 1/4"=1'-0" SHEET CSOF 9 �IIIIIIIIII .000vvvvvo, SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT#119) MO DEL: LARGO (VERSION#01) PROJECT#: 02997, 000 PAGE: COVER SHEET ARCHITECT= STATE OF FORIDA 0 ?pie .aAl� S C ' TWELL Ali NO 12079 D 4/3/18 SCA iE: 1/4"=1'-0" SHEET CSOF 9 GENERAL NOTES FRAME WALL HEIGHT @ 8'-0" WINDSPEED/EXPOSURE 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'!; W. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE @ 16' O.C. @ 12' O.C. @ 16' O.C. INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. N/A A FLOOR LIVE LOADS 2-SFI @ 16' O.C. @ 16' O.C. @ 16' O.C. Al. SLEEPING ROOMS 30 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. A.2. ATTICS W/ STORAGE 20 A3. ATTICS W/OUT STORAGE 10 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017). A4. POOLROOMS 75 A5. BALCONIES 40 A6. DECKS 40 MASONRY A7. STAIRS 40 A.B. ALL OTHER ROOMS 40 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 5301ASCE 5. B. FLOOR DEAD LOADS rpm B.1. ALL AREAS 10 2. CONCRETE MASONRY UNITS SHALL BE GRADE TI' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UN TS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. C. ROOF LIVE LOADS *' C.1. "" MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. D. ROOF DEAD LOAD rPSF) 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/.INCH AND NOT MORE �IIII'lllll THAN %INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. =150 MPH, VASD =116 MPH 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 E.2. EXPOSURE CATEGORY G PROVISIONS OF SECTION R606.2.11 OF THE FBCR, 6TH EDITION (2017) E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GQ -pi) 0.18 7. ALL CMU CELLS SOLID WITH GROUTAT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. E.S. OPEN BUILDINGS 0.00 EA ENCLOSED BUILDINGS ±0.18 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF} REINFORCING STEEL 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. 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. 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 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 4. THE CONTRACTOR SHALL BRING ERRORSAND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL 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 MMS IN LENGTH. 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 DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1.78 kqW) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK ALSO SEE 'DRAWINGICONTRACT DOCUMENT REVIEW COMPLY WITH ASTM C1116 WHEN REQUESTED 13Y THE BUILDING OFFICIAL AS PER SECTION R506.2.4.2 (1) OF THE FBCR, 6TH EDITION (2017) BY BUILDER"NOTE ON COVER SHEET (CS). 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 5. THE ARCHITECTIENG NEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN MINIMUM 10 INCH HOOKS OR BENDSAND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. - 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' 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 WHEREVER POSSIBLE. AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERSARE COMPLETELY INSTALLED. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SI MLAR CONDITIONS. A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3• 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. B. CONCRETE EXPOSED TO EARTH OR WEATHER B.I. 05, W31 OR D31 AND SMALLER �• 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: CA #11 AND SMALLER ' 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 D. BEAMS & COLUMNS 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 D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1�/s• CODE RESIDENTIAL, 6TH EDITION (2017). 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. 11. ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. ELECTRICAL 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. 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) 1. GARAGE DOOR A ENGINEERED FOR 150 MPH MIN WIND LOAD. 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 4. 75% OF LIGHTING MUST BE ENERGY EFFICENT PER FBC ENERGY CONSERVATION, 6TH ED (2017) R404.1. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRYAREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL. 2. AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 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 THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 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. 3. AS PER FBCR 6TH EDITION (2017), SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MIN MUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO INSTALLED FOR EACH MOTOR VEHICLE SPACE. OPENINGS INTO THE GARAGE. TIMBER 4. AS PER FBCR 6TH EDITION (2017) SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD 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 %-INCH GYPSUM BOARD OR 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: EQUIVALENT. SITE WORK A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B NATIONAL FOREST PRODUCTS ASSOCIATION: B.I. NATIONAL DESIGN SPECIFICATIONS (FIDS) FOR WOOD CONSTRUCTION 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER 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. a TRUSS PLATE INSTITUTE: THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. DA. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: 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 E.I. ENGINEERED WOOD CONSTRUCTION GUDE BE 1'- 0' BELOW FINISH GRADE (MIN). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS CONSTRUCTION AND TO VERIFY THAT BUILDING PAD MEETS THE PRESUMPTIVE SOIL BEARING CAPACITY. IF BUILDING PAD AREA TESTING RESULTS IN SOIL BEARING CAPACITY THAT IS LESS THAN THE PRESUMPTIVE BEARING CAPACITY, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY AB DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, UNO. PRIOR TO START OF CONSTRUCTION AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION A Fb =1,100 PSI Fu =175 PSI E =1,400,000 PSI 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIM TED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAX] MUM DRY DENSITY DETERMINED IN 4. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. MINIMUM NAILING PER FBCR 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 6. ALL BOLTS SHALL HAVE MIN MUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS ANDIOR NUTS WHERE IN CONTACT WITH WOOD. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 9. EXCAVATIONS TO BE A MNMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 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 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A ROOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED 9. FOR CE MENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518' OSB EXPOSURE -1 OR 5/8' CDX PLYWOOD OR 15132' APA RATED O.S.B. SHEATHING. PROVIDE PANEL -CLIPS SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 12. SW MMING POOL, DECK, SPAS AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE '/4' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFC -01 SHALL ONLY BE USED. CONCRETE 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE -1 OR 112' CDX PLYWOOD OR 15132' APA -RATED O.S.B. OR 112 'ZIP BOARD SYSTEM, INSTALLED PER 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 MANUFACTURER SPECIFICATIONS. REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MIN MUM AREA SHALL BE 8 FT. SQ 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 14. AS PART OF PROJECT, AB DESIGN GROUP W LL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT W LL 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 4. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER AFTER AB DESIGN GROUP RECEIVES INITIAL TRUSS PACKAGE FROM DESIGNATED TRUSS COMPANY OR COMPANIES. CORRECT PROCEDURE TO NOTIFY AB DESIGN GROUP OF ANY SUCH CHANGE IS THROUGH A WRITTEN R.F.I. PROCESS. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION 16. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING f ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 17. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MIN MUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 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 L/240. 18. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 19. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSNNLS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG 20. DRAFTSTOPPING TO COMPLY WI 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 FLOORICEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9M'). 21. 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 USEDAND INSTALLED IN ACCORDANCE WITH SECTION R402.2.3 OF THE FBC, 6TH EDITION (2017) ENERGY CONSERVATION. ei 1iefiQi►ir_ 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC.OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906.4 OF THE FBCR, 6TH EDITION (2017) " PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA B137.5 PER 82906.4 " FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. " PIX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1' PER 1 00'OF LINE WITH EVERY 107 CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. " 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 W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM'/," PVC (SCHEDULE 40), INSULATED WITHI/2' 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) 2 -STORY GYPSUM BOARD 1. UNDER STAIR PROTECTION: A ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH X" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -G1063 -11A & R703.7.1 OF THE FBCR 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LI MITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITHATTACHMENTS SPACED NOT MORE THAN 71N. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 MAINTENANCE IT IS ASSUMED THAT THE BUILDER WILL CONVEY INFORMATION TO THE FUTURE HOMEOWNER OF THE NEED TO PROPERLY MAINTAIN THIS BUILDING WITH PARTICULAR EMPHASIS ON EXTERIOR CAULKING AND SEALANTS. IT IS ASSUMED THAT BOTH BUILDER AND HOMEOWNER KNOW OF THE IMPORTANCE, THE REQUIREMENT AND THE EXPECTED LIFE -SPAN OF CAULKS AND SEALANTS. CONSTRUCTION OBSERVATION 1. CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMN STRATI ON SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION CONTROL DATE: 01/01/18 A R C H IT E C TS Des2Grouo1nc . 144111. KVNWLU KCAUMN 6LVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIII'lllll \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA 9w0d D E: 4/3/18 AIM: 1/4»=1'- 0" SHEET G Nog 9 4'-4' ;!I-) /' +1 &L CO, DETAIL H61 WIDE \ RAISED -21 BANDING +2 } (TTF9 L1 / DHEADER DETAIL 6' 6' UDE RAISED BANDING (TYP) � +1 (DWal!IG DETAIL - I I M � I I 0 I dl iv I I cel � I I +1 SHUTTER DETAIL 2'-8' I'ri L� L 1'-4" I1 I, &' 1Y ;4 P1 BASE DETAIL RAISED BAND ARCH (TYPJ 2 18'-8 3/4' 2ND 5F�G. HGT. W/ 8' HEEL 6' WIDE RAISED BAND I -0 TEXTURED CEhENTIOUS COATING FER (ASTM C926) (TYP) 3 10'-8 3/4' 2ND V-4' 5RG. HGT. .j, <-55' 6' WIDE RAISED BAND d (TVP) N ' 1— r - 0' - 0' 1=1N. r -LP -,j, 18'-8 3/4' 2ND 5RG. HGT. W/ 8' HEEL 10'-8 3/4' 2ND FF. 9'-4' 5R3 . 8'-0' HDR. PGT... 0'-0' r- IN. 1 -Liz V-2 SHINGLES (TVP) -} -12- - 6' WIDE RAISED 51 13AND ARCH /\ (TYP) s s r z COATINGENOS ins COATING rMR a • �1 - - RAISED r COATING MR (ASTM �: lol lol ISI I—I —� FRONT ELEVATION SCALE: 1/4 m V-0' ELEVATION Sl4MILES (TVP) Cmmlep CEMENTIOUS COATING: PER (ASTM C926) (TVP) 5 3� OFF -RIDGE VENT c11 READ ELEVATION SCALE: 1/4 a I'-0' ELEVATION 18' IS' -8 3/4' 2ND 5RG. WST. W/ 8' HEEL 10'-6 3/4' 2ND F.F. ;0'-4' 5RG. WGT. 0' HDR. WGT. 1'-2' TEXTURED CEMENTIOUS COATING PER (ASTM C926) (TVP) 0'-0' FIN. FLR. ATTIC VENT CALCS CALCS AREA OF ATTIC 93 %FL NET FREE VENTII.ATION AREA REQUHM (1/150) 0.62 SQ.FL REQUIRED VENTILATION AREA (0.62 x 144) 98.3 SQ -K SOFFIT VENT VENTILATION PER IF 11.74 MIL/11 REQUIRED IF OF SOFFIT VENTILATION S LF PROVIDED IF OF SOFFIT VENTILATION I 43 LF 2ND FLOOR ATTIC VENT CALCS AREA OF ATTIC 1250 SQ.FE NET FREE VENTU ATION AREA REQUIRED (1/300) 4.17 SQ.FE REQUIRED VENTILATION AREA (4.17 x 144) 600.0 nut MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SUL OFF RIDGE VENTILATION AREA 115 R]IL/YENT SOFFIT VENT VENTILATION PER IF 11.74 MBL/IF TOTAL # OF VENTS REQUIRED 261 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 sqx REQUIRED IF OF SOFFIT VENTILATION 26 IF PROVIDED IF OF SOFFIT VENTILATION 151 IF LANAI ATTIC VENT CALCS AREA OF ATTIC 300 %rL NET FREE VENTILATION AREA REQUnM (1/150) 2.00 SUL REQUIRED VENTILATION AREA (2.00 x 144) 298.0 %IX SOFFIT VENT VENTILATION PER LF 11.74 SQ.BLM REQUIRED IF OF SOFFIT VENTILATION 25 LF PROVIDED IF OF SOFFTT VENTILATION 50 LF -) ARCHITECTS DesmonGroun�. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 8C LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FRONT & REAR ELEVATIONS ARCHITECT= STATE OF FLORIDA JA WE ANTWI D : x/3/18 9 :jf4EET- olp 9 �IIII'lllll \000000000► 8C LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FRONT & REAR ELEVATIONS ARCHITECT= STATE OF FLORIDA JA WE ANTWI D : x/3/18 9 :jf4EET- olp 9 18'-8 3/4' 2ND BRA. PGT. OL UJ/ 8' HEEL — — — — — 12 3 10'-0 3/4' 2ND F.1=. V-4' BRCS. HGT. 8'-0' HDR. HGT. 11-21 I = 0'-0' r -IN. PLR 18'-8 3/4' 2ND BRCS. HGT.l , UJ/ 8' HEEL SHINGLES (TYP) OIC -RIDGE VENT CTE=FW CEMENTIOUS COATING PER (ASTM C926) El (Tl'P) r I'-0' 1'-0 -- - - - -- - --- - --- -- -- - -- --- CTEX R. CmiENTI011,18 COATING PER (ASTM C92b) (TYP) -- — - — - ------ ------ ------ ------ OFF -RIDGE VENT LEFT ELEVATION SCALE: 1/4 = F-0' ELEVATION 'B' SHINGLES (TYP) 1 ;1 OFF -RIDGE VENT CTEXTUREDCSIENTIOUS COATING PER (ASTM C92b) (TYP) r 10'-8 3/4' 2ND 1=F. OL - --- 9'-4' _ 81-01 HDR. HC-ct_ - - - - 19- - - - - - - - - - cTr:)(MF;ED C 1ENTIOUIS '-0' COATING PER (ASTM C926) (TYP) STONE VENEER�t RIGHT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION '8' 18'-8 3/4' 2ND BRG. HGT. W/ 8' HEEL 10'-8 3/4' 2ND P.P. ly 9'-4' BRCS. HGT. ly 4v--Ol 4-01 2 r WE 16'-8 3/4' 2ND BRCS. HCzT. UJ/ 8' HEEL 12 �3 gN 10' - 8 3/4' 2ND F.F. ,N9'-4' BRCS. HCsT. ,0'-0' 1 -IDR. HC�T. OPEN c� o m �— ARCHITECTS Design Group ���. LUMUY UUu, rL 3C/.7V PH: 407-774-6078 FAX:407-774-4078 www.abd esigngro u p.com AA M 0003325 mj r , �'ll'I'll'I 000000000► SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: LEFT & RIGHT ELEVATIONS ARCHITECT= STATE OF FLORIDA D'E: 4/3/18 s ALE: 1/4"=l 9- 0," SHEET 2 Or 9 CORAPCf*W NO CLADCM WW I.AADB BASIC WM EVOMM FM 3 8E0= CLffM cALL * SQ.FT. CALC.$S ,90 MPH WW 1 IST FLR. LIVING 2ND FL -R. LIVING 904 1,265 Sa FT. $a. FT. 24W/-30.16 TOTAL LIVING ENTRY GARAGE LANAI 2,169 40 449 260 SGL FT. $GL FT. SQ. FT. SQ. FT. 2 24 3080 DR TOTAL 2,918 SGL FT. li 25 -SH 4 CORAPCf*W NO CLADCM WW I.AADB BASIC WM EVOMM FM 3 8E0= CLffM cALL * FOO�TAM D►?1001 ,90 MPH WW 1 112 16 ®o��-0� 5 24W/-30.16 2 24 3080 DR 4 21.15/-3605 3 li 25 -SH 4 28.45/-3095 3A h 25 -SH 5 28.45/-31.4(o 135 33 (2) 25 -SH $ 21.13/-34M 4 64 6080 sw 5 263l/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VOLT =150 / VASD = I16 MPH B. NTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADD IVCs PRESSURE ARE BASED ON TWE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURSS TO 5E MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. MOTE: L PRIOR TO DRYWALL INSTALLATION ON ALL PWM MEMBERS 2'-O' PROM THE FNISN MOOR WI115E SPRAYED ARID TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 3 1/2' 1'-2' 2'-0' CABINET mm 0 16, m SECTION 30' -01 FIRST FLOUR ]PLAN SCALE: 1/4 = I'-0' ELEVATION '5' 5' V I -1 .- VENEER ARCHITECTS -) Design Grou1nc . FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �IIIIIIIIII �ovvvovvo, SUBDIY. 8e LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FLOOR PLAN ARCHITECT: STATE OF FLORIDA J f9 CANTWELL 79 D TE: 4/3/18 GALE: 1/4$$=1'-0" SHEET 3 or 9 NOTE: L PRIOR TO DRT ALL MSTALLATION ON ALL IRZAMING MS15M 2'-0' FROM Tt E FNISN FLOOR WILL 5E SPRAYED AND TREATED IAV 'BORATE' A TErd'11TE TREATED SPRAY 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENCS. FLR TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO 5E NAILED FROM BACKSIDE \ 10• PWDR. \ - \ r \ \ STAIR DATA: \ 17 RISERS 07.57" \ \ 16 TREADS 010" +1" NOSING \ FOYER 2x6 LANDING 2x4 P.T. PLATE SECURE W/ Wd CUT NAILS 16' or. MAX —/ STAIR SECTION: 9'-4" BRG. HT.- 5CALE: 1/2 - I'-0' 10'-8 3/4' 2ND. 'f PIN. FLP. ol, V-4' BRCS. HT. Ir -42' WIGN RAILING —(3) 2x12 GYP STRINGER5 SECURED W/ 12d NAILS a 6'-8' O.G. �— 2x12 S.Y.P. TREAD ,..-2x4 RE-INFORCM w EA 2x12 STRINGER �— j' KICKPLATE -2x12 STRINGER TO SIT ON LANDNG (BEYOND) — 3/4' T 4G SUB FLOOR GLUED 4 NAILED DBL 2x6 LEDGER SECURED TO 5LOCK W/ 3/16' TAP CONS MIN. 11/4' EM5. 9 24' O.G. STAGGERED O, V-0, 1=1N. FLP, IF ------ LME OF IST FLOOR BELOW ----------- I I 21_2. 5'-4' '-0' 6'-5' 2'-11' 0 I of¢ I 3050 -SN 4A EGRESS 0 3050-5N 1R ISN 4-8N �t - EGRESS I Y Y e � I W.I. I �' � Id OWNER'S SUITE r "� OWNER'S BATH ' 13'-0'X16'-0' 8'-0' GLG. Will t X4 POST 8'-0' c:LG. I I® �•s C ,+0 0 4X4 POST 5 131-41 ,b , — soX3 Zp cel ER -' AA�'.C�ESS � I .. � 8 AN (P6, LS'=®' _ 14' SEAT , 21' APP. Lk IR -181.1 � N1CI-IE A/C N i BEDROOM 4 �3 0 tlf 21-01 A61 LINcricc�n 4'-2' I1'-2' I' I 3'-13 3 LOFT 0 121-6'),9'-8' , I 81-0' CLCx. , K RAILING LAUNDRY-- -„ 81-0'GC: i� -iii •8 i � cq 4 %- Ln on i� ril i � to 4X8 r ti•� 4-8N � I ----I_;, PrT BEDROOM 2 X4 101-10'X11'-0' 8'-0' GLC. POST N O +o Y `� BATH 1 S ® CLCL 4'-2' 4'-6' 6'-8' 3'-6' �' � S'-3° '- 2'-11" 61 I W.I. C. I 8,-0, CLG. >-ain C4 s r S CA I r.�0_ 1R -ISN I TEMP O r------ I EGRESS I BEDROOM 3 W.I.C. 8'-0' CLC. — r j LME OF IST FLOOR BELOW I s N — I TEMP 305 -SN 3050-8N 3050 -SN EGRESS 1'Q EGRESS I _ L--- — — — — — — — — —_LINE OL 157 ---J N FLOOR BELOW 121-21 3'-6' 11-2' i'-2' 4'-2' 4'-6' 21'-4' SECOND FLOOR FLAN SCALE: 1/4 = I'-0' ELEVATION 'B' ARCHITECTS Desn GrOU01nc. LVIr .1 rrVV V" rL JGI:.7V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 miilI0 c�ONERr AND CLAMM WND LOADS BASIC WIND EXPOSLf;E FOR 3 SECOND C LEM I CALL 80UWK/DFL F=AW1 D (TION 7n 60 INH VdW 15� 5 ZSb5/-355 1,4 15 4 ZSb5/-3114 EGRESS 18 15 3OE70-SH 5 28.65/-3185 Z 15 5 28165/-3125 Tom,, ESS 3 15-61-1 4 28.65/-31.14 TEMP 4 15 EGRESS 5 ZSb5/-385 4a 15% EGRE5 4 Z8b5/-31.14 12 5 �00000moo� 2%M-38.10 6 15 EGRESS4 ZSbS/-3114 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICIENT=+ Jib C. RISK CATECiORY■TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES POR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Milt DESIGN WIND SPEED. F13CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PROD=T MA,NUFACTI MIRS. NOTE: L PRIOR TO DRT ALL MSTALLATION ON ALL IRZAMING MS15M 2'-0' FROM Tt E FNISN FLOOR WILL 5E SPRAYED AND TREATED IAV 'BORATE' A TErd'11TE TREATED SPRAY 3/4' T4G SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENCS. FLR TRUSSES PER TRUSS PLAN (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE 2x12 STRINGER TO SOLID NAILING W/ 12d NAILS TO 5E NAILED FROM BACKSIDE \ 10• PWDR. \ - \ r \ \ STAIR DATA: \ 17 RISERS 07.57" \ \ 16 TREADS 010" +1" NOSING \ FOYER 2x6 LANDING 2x4 P.T. PLATE SECURE W/ Wd CUT NAILS 16' or. MAX —/ STAIR SECTION: 9'-4" BRG. HT.- 5CALE: 1/2 - I'-0' 10'-8 3/4' 2ND. 'f PIN. FLP. ol, V-4' BRCS. HT. Ir -42' WIGN RAILING —(3) 2x12 GYP STRINGER5 SECURED W/ 12d NAILS a 6'-8' O.G. �— 2x12 S.Y.P. TREAD ,..-2x4 RE-INFORCM w EA 2x12 STRINGER �— j' KICKPLATE -2x12 STRINGER TO SIT ON LANDNG (BEYOND) — 3/4' T 4G SUB FLOOR GLUED 4 NAILED DBL 2x6 LEDGER SECURED TO 5LOCK W/ 3/16' TAP CONS MIN. 11/4' EM5. 9 24' O.G. STAGGERED O, V-0, 1=1N. FLP, IF ------ LME OF IST FLOOR BELOW ----------- I I 21_2. 5'-4' '-0' 6'-5' 2'-11' 0 I of¢ I 3050 -SN 4A EGRESS 0 3050-5N 1R ISN 4-8N �t - EGRESS I Y Y e � I W.I. I �' � Id OWNER'S SUITE r "� OWNER'S BATH ' 13'-0'X16'-0' 8'-0' GLG. Will t X4 POST 8'-0' c:LG. I I® �•s C ,+0 0 4X4 POST 5 131-41 ,b , — soX3 Zp cel ER -' AA�'.C�ESS � I .. � 8 AN (P6, LS'=®' _ 14' SEAT , 21' APP. Lk IR -181.1 � N1CI-IE A/C N i BEDROOM 4 �3 0 tlf 21-01 A61 LINcricc�n 4'-2' I1'-2' I' I 3'-13 3 LOFT 0 121-6'),9'-8' , I 81-0' CLCx. , K RAILING LAUNDRY-- -„ 81-0'GC: i� -iii •8 i � cq 4 %- Ln on i� ril i � to 4X8 r ti•� 4-8N � I ----I_;, PrT BEDROOM 2 X4 101-10'X11'-0' 8'-0' GLC. POST N O +o Y `� BATH 1 S ® CLCL 4'-2' 4'-6' 6'-8' 3'-6' �' � S'-3° '- 2'-11" 61 I W.I. C. I 8,-0, CLG. >-ain C4 s r S CA I r.�0_ 1R -ISN I TEMP O r------ I EGRESS I BEDROOM 3 W.I.C. 8'-0' CLC. — r j LME OF IST FLOOR BELOW I s N — I TEMP 305 -SN 3050-8N 3050 -SN EGRESS 1'Q EGRESS I _ L--- — — — — — — — — —_LINE OL 157 ---J N FLOOR BELOW 121-21 3'-6' 11-2' i'-2' 4'-2' 4'-6' 21'-4' SECOND FLOOR FLAN SCALE: 1/4 = I'-0' ELEVATION 'B' ARCHITECTS Desn GrOU01nc. LVIr .1 rrVV V" rL JGI:.7V PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 miilI0 SU13MV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL,: LARGO (VERASION#01) PROJECT#: 02997.000 PAGE: SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA DATIE: 4/3/18 Sgr;AZ E:1/4"=1._0.. SHEET 4 Olp 9 �00000moo� SU13MV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL,: LARGO (VERASION#01) PROJECT#: 02997.000 PAGE: SECOND FLOOR PLAN ARCHITECT: STATE OF FLORIDA DATIE: 4/3/18 Sgr;AZ E:1/4"=1._0.. SHEET 4 Olp 9 SECURE STRAP TO CONC. W1 (2) 3/16'x2' TAPCONS 3 1/2' Ir SIMPSON WB ROLL STRAP OR EQUAL 1 "- `-SECURE STRAP GONG_ SLAB TO UNIT W/ t2) w8x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL 24'x24'xl2' CONC. FTG. W/ (3) "5 IEBARS EA WAY ON CHAIRS MIN. 3' COYER FOUNDATION PLAN SCALE: 1/4 = V-0' ELEVATION 'B' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RITZ UNDERNEATH SLAB OR OVEWEAD PER FIELD CONDITIONS 2170ur"-z 24'x24'xl2' CONC_ FTG. W/ W05 RMARS EA WAY ON CHAIRS MK 3' COVER (4-TYP) ARCHITECTS PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA 4P v J ANTVVELL AR 12079 mo rD.7A�44/3/18 s 1-4/4 93=i'—O" SHEET OF 9 �IIIIIIIIII �oovvvvoo, SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FOUNDATION PLAN ARCHITECT: STATE OF FLORIDA 4P v J ANTVVELL AR 12079 mo rD.7A�44/3/18 s 1-4/4 93=i'—O" SHEET OF 9 1E!(T14lED CEME7dtI0US COATING (U 15 R MAR VERTICALLY W/ CONG TEXTURED co:M"cS COATNG PEx (ASTM EME14Clil ICUS POURED CELL PER (ASTM 091&) (TYPJ lU % RECAR VERTICALLY W/ Ill NBULATION MN --Ft-4J NOLL. MSL R-13 NSLLATION MIN. COIF Poj1111i ULATIO G1=LL (V 45 REDAR VERTICALLY W/ GONG 6TUDS li' O MAX PL=R M C9QCEMEN [fOl P COATM 1) REDAR VERTICALLY W/ CONC. CELL (U �51�daR VERTICALLY STUDS li' OG. MAX Z TEXTURED C�I� COATNi POWlED CELLPER (ASIM R-4.1 NSUL_ MR lrl' GYP! WL W. i 8' CNRI R-41 NSUL MINI q 8 C�'AJ W/ GCMG. POURED Vl' GYP. WL to. L L WOOD BASE 4 Vl' GYP. W.. W. R -4J IdSIAr MIN. WOOD BASE Y � x TEXTUIllwPERM G71&) (T1'P GOATNG SECURE 6TUD8 TO BTM. PLATE W/ WOOp BASE G&1 11'YP COATING x 1E)1LIRED CEMENTIOU6 COATRLCs Irl' GY'F! WL CD. SI MPSON Gil w 32' OCG MAX 8' CMU t IL S' CMU W SECURE STUDS TO CTM PLATE W/, v cm BT. }'LATE TO DL)G Wv �'x9' 3'-a' � SECURE Br PLa1E to mi YV kx9 PER (ASTM CW6) (TTP SIMPSON SP -4 w 32' Cl MAX WOOD BASE n - - I H oll Irl' G'IT. WL. no. z ANCHIOR BOLT Wi 2' WASHER SET N w ul I/1' GYP. WL. DO. lrl' GYP. ILL.. CO.� I aNGHIOR DOLL W/ Z' WASHER SET N Lbeq?1= 6rIPSON HIGH 6TRENIGTH EPDXY i _ m WOOD CASE ®� ENDED. MR'L w 32'sm ST1lEMAX 7i4t141EPDXY i a ; WOOD CASE �j O WOOD BASE 0 g'1pEp. MRL w 37. OC MAX FOOTER FE~fG�H7 OD�QCEED6 24 0 . 4 ~ �5 REBAR i' -O' Ol. WHEN FOOTER ° . e ADV. GRADE J.qS11 ENE HEIGI4T D�EED6 24' ADV. GRADE ° 4 z z 9" 3 Irl' CCWQ. REIN WV &'xi' WrtxWri ? ? Z d 3W 4A" WWF OR P EERI"E6H E e d• WYP OR FIRER-ESH ON 6 -ML POLY z ° :' ° 6 -MIL FMY 3 lrl' CONIC. REIN W/ &'x&' Q1 a . \_3 Irl' CONIC, REINP. IW i'xi' ' 4 ETNYLEM VAPOR CARRIER ON : 3 Irl' CONCti REI K W/ i'xi' p 3 IFR' cONO. REIN W/ i'xi' iD ' 4 3 W. GONG. REIN W/ i Bei 4 MAX. SLOPE ON BARRIER ON • WAxW 4 WIP OR PIDERMESH ON _ WAxWA Y� OR PI IERME6H ON •—M 4XYELL-COMPACTED CLEAN ISR"IITE - WL4x U1.4 OW OR PIDERMi=SH ON WL4xWl i 1i OR gCERMESl4 ONl WL4xW,4 WIP OR PICER'IESH ON � 1r ° 4 WELL -COI -COMPACTED CLEAN U7 &_MIL POLY ETWYL.ENE YAPOR •d . 6-111!!. POLY ETHYLENE VAPOR � ° TREATED PILL aD °` • 6 -MIL POLY ETHYLENE VAPOR r < . . • a 6 -ML POLY ETNYLtli VAPOR •� 4 • � &dAl@�R �-ML POLY �=1� VAPOIe ]` I TERMITE TREATED PILL DAIRNER ON WELL -COMPACTED EARNER ON YELL-COMPACTIV (U �5 RECAR cONTNUOUS WAN BARRIER ON WNL-COMPACW 01AR�R ON 0 GLEAN IBM TE TREATED FILL GLEAN TERMITE TREATED PILL e FOOTER HIEK�I'IT EXCEED6 30' ABV. 3 Vl' CONG SLAB ^ CLEM ° CONTINUOUS W4EM A z E ;� 4OR PAVERS PER A GLEAN TERMITE TREATED FILL tER'41TETREATEDF YELL -COMPACTED GLEAN . 4 °FOOTERNEk{TaE 1ITE tREaTED FIu �I 2 4' 6• 4' 4' b• 6• ;� p 4 6 6 (3) �5 REBAR ON C14AIRD EXCEEDS 30'ABV.;q8, , (2) +5 Rc`DAR ON G !AIRS in9 , (2) O5 REI' AR ON GFWIR6 BLDG SFEGS s (2) 45 REDAR ON CHAIRS in (3) �5 REBAR ON GIAIRS U (21 �5 REDAR ON G-1�4LR6 I d 1-4 x Lr • [41B' 3' MIN. COVER I -4 i'-8• I -S IC GRACE 4' b' b' (3'f ON Cii.41Rb Mx COVER 1—STORY FOOTING 1—STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING 1 W BLOCK WALL lA W FRAME WALL iB W/ BLOCK WALL IC STEP—UP i—STORY 2 W BLOCK WALL @�XL� �1�WALL 2 WOCALEs ■� -0 FOX 14Y.L SOLID FOR (1) +b REDAR a 16' Cl MAX IN STUDS li' OG. MAX STUDS li' Cl MAX 3 In' CONG SLAB OR WnW L04114 OF OF'!_N TO GONG POURED GFLL (VERIFY 3 V2' CONG, RENF. W/ �/, PAVER6 PER DLDS SPECS ABOVE C 01 iA1 PER PLAN) COLUMN / "1 3 Vl' CONC. REIN YV i'xir & xi W.4xUA WIP OR 5 L021 w NEAP OP GARAGE 5 IR' w HEAD OF GARAGE REN FORCE PER MAK ' ' VARIES WTH SLOPE VARIES WTI-! SLOPE (U 45 RES.4R VERTICALLY R -IJ NSUL MRI POLY VN ON 6 -ML F'Eie F'LANL WAxlUlri WWF OR FIDEiO'IESH W/ CQi POURED CELL 71Dc11JREp CEMENTIGU6 lu ON 6 -MIL POLY ETWrLENE POLY E1l4YLB�E VAPOR STtIDb 1&' O:G MAX SECURE BT. PLATE TO SLAB SECURE Dr PLATE t0 BLAD R -4J INSIA_ MILL COATING PER [ASTM CJZW o VAPOR BARKEte oN DARRIER ON 5 Vl' w HEAD OF GAIeAi3E W+ kxl. ANCHOR VOLT UV 2' W/ kx9' ANGHom COLT 112' LLI=LL-COMPACT>=D CLEAN ILELL-COI^R�AGTED 5 Irl' w FEAR OF GARAGE VARIES WTFI SLOPE WASHER SET N SIMIPSON iiK#I Lu WASHER SET N SIMPSCN ilK,ti1 o TEXTURED CE1EN1fOUS (TYPJ E TERMITE TREATED FILL CLEAN TERN11a VARIES WTH SLOPE SECURE ST. PLATE TO SLAB STRENGTH EPDXY i' allow. Id` STRENSTii EPDXY i' EMDED. COATNCi PER (A81T'1 Gf7a2&1 6' �% m 0 TREATED PLL SECURE CC. PLATE TO SLAB W/ �'x9' ANCHOR COLI W/ 2' MN • 32' OG > MIN. w 32 OG A1C (TYPJ Irl' GYP: WL CD. *- y� W/ ix9' ANCHOR DOLT W/ 2' ' 8' CMU , 7 w WASHER SET N SIMPSON HIGH HK3H STRErGTH EPDXY 6' 1f$Q�1 WOOD RASE �5 a a 67RE7 iGr744 EPDXY i' E]"ICED. t WASHER SET N bR'IPSON w 4 Vl' GYP. Will. CD. "' ~ l7► . /\/\/\/\/\`//\/ W A 4 Q WOOD BASE n o N SLAB Q m ° ` 8 //\/j\�j\\//\/j\Cj}/ ! Y!' CONf� R?F W i'ri' ` a > s� MN w 32 OG a F > . E71011 MIK • 32 OC MAX > E \/\ \ //\\//\//\//\}/\/\ �' 1blydlbi WFCRF1 ON > a ui r W ' Yl 3 Irl CC7NC. RE M. W/ &'xi YAhOR °.. 3WL4xWtA WIIP OR FICER'ESH WrixlU 4 UW OR FIDERi"E814 -a�yr� ` 4 lll \ .q /\\\\/ W ikl.L.4%X11M= CLEW .. > m ON LBARRIER oN L f ° VAPOR CARRIER ON Lu DARMtON 4 ON i -ML POLY ETHYLENE 9 . HIOOK /// Pi ETHYLENE //} / j 11: MIM 111111 p FTU. 4 3 in' c li REIN W/ &•xi' ILELL-COMPAGTED CLEAN > WELL-COMPac'I'ED =A14 Z R[SAl! 4!' LONb \ /}} i W 4mWIA WW OR FlSEPW10W ON • .. • 3 Irl' GONG RE". W &'x&' a >m TERMITE TREATED FILL 9 ' TERMITE CREATED FILL ! Y!' CGNCrRzlR W i5ri' _Z► s K Ot,.111114' N lL.41! // / q X a . a ? E *-ML POLY ETHYLENE VAPOR WtAAI L4 WIIJR OR FICERMESH ON in 4 a aD FOLT ETiITLEE . . $ \\ \�\\ \\ ]_ •' 'epi 4' D' 4' CARRIER ON DELL-COP1F�aCTED Z a 6 -ML POLY ETHYLENE VAFVR e % (2) �6 REBAR ON CHAIRS q a (3) �5 REBAR ON CRAM • • . ° QL SEE POUNDATioN +5 REBAR OV - > CL.J=IW TERMITE TREATED PLL L DARNER ON WELL -COMPACTED • • . VAPOR SARRI-]R CII YB1.-OOMPAM GERM! GONG.IENaORCED W > '^ PLAN PCM¢ CHAT S 4' 4' 8 � " . � 4' b' b'L �'4 CLEAN TERMITE TREATED FILL TE TERIM TIEAIED FLL b' &' 6' 6' bill FM (1E1cT TAI® QI TS (am 1'-¢, (2) +5 REDAR ON CHAIR6 x ¢� 8' 4' E 4' 6' 6' FOOTER SITE a� ` " f2) �5 RECAR I' -S' "a► 6' 6' (3) % REDAR '" ia'L FOLY LIMLIN VAPOR it PLAN) z OC ON CHAIRS 131 �5 REDAR ON GHAIR6 ON CHAIRS Z'-0' DARO RON )_ S' rq i'-4' ;1 (3) 45 RECAR FA CLEANFLL P_4' ON CHAIRS 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 STEP— UP 2—STORY W BLOCK WALL AT ENTRY LANAI NON—HEARING NON—BEARING 1—STORY L.B.W. 2—STORY L.B.W. 1—STORY L.B.W. 2—STORY L.B.W. FOUR WILL 901 FOR W 4D LLL (U +5 RECAR GONG I D 015 REBAR � Y Wit Exr11AlAll 0001iil � (OAdG POLIIIED BCELL (VMEI�9FY VERTICALLY W/ CONE REJFORCE PER PLN1 POURED CELL PER PLAN) z :r U > TEXTLIlED CEMEIdTI0U8 i _ 0 I' d 3 Irl' CONP.. REIT. W/ &'x&' o •, ..9 WAALX4 WUP OR PISER" ESH ON z e. d z 6' aMu (!VER I W/ (RMSAR CPTNCs FI=R (ASTM G92i)gQ io BAI�JER ON E L W W E GONG. POURED CELL 8' GMU DOOR 3 la GCMG. REIN W/ &'x&' [[=I IL POLY ETHYLENE VAPOR a, t 4 WELT-c01'1PIfGCED CLEAN d Q i Q 8' CMU a : 1 0 WAadUL4 WLF OR FIDERMESN ON `a TERMI I TR1i FILL n 1 j z w CURB HEIGI4T VARIES '^ �'� � &-I"IL POLY ETHYLENE VAPOR •. m 0 CURD HEIGHT VARIES io 0 CUM HEIGHT VARIES `' V �S KK»HT "� r l2) Mi REDAR ON CHAIRb CAR TER ON WELL-COMIPACTED . u.1=AN 1EIVMItE TREATED PILL z � - utDi qiw 3 Vl' GONG REIN W/ i'xi' (U �5 R1=BAR ON GHaneb Lu r IN GLAD) f' � Ul b.a e W,4)MA WIP OR PICEIN S4 oN 8 THICKEN EDGE e Q ,, ° ° T_0' 6 -ML POLY I=tI4YLE]vE VAPOR SCALES yr■I'-i' — p > z GLEAN TEKTITE TREATED FILL 1— STORY FOOTING ° L 4 OARRER ON UEL L -COMPACTED 3 141 CONIC. REINO. W/ &'x&' 4 . 3 Irl' CONIC, REIN W/ &'x&' E . RIDr1R Ii LA16 WAi' HIOOG AT FRONT PORCHES -' WAxWri WUF OR P1Ci=1GhESH - ° . W.4�dUL4 WLF OR PIdERMESH m 3 Vl' GONG„ RENT W/ i'xi' ON 6 -ML POLY ETHYLENE . • ' ON 6-11IL FOLY DARQIER OWN LE UAxI AA Wi OR PIDERI 1 614 iy • . .g cONC.lE1�FAi0ED 1W (U % REDAR ON CHAIRS 8 _ VAPOR BARRIER ON ° •� .. • . ON 6 -ML POLY ETHYLENE WELL -COMPACTED GLEAN WELL-GOI'1PAGTED GLEAN VAPOR DARQIER ON dbIGT YAW ON � if 11 1 WELL -COMPACTED CLEAN Z W S' TERMITE TR +47Ep FILL I IEP j {. 6. b, 4. TERMITE TREATED PILL z E 1 11M I _ E TREATED FILL 6 -MIL 11i � 5 VAPOR 9TE S .n 4' 6' 6' b' &' &' 6' SECS Ii PLATE TO REDAR "► U 1-8 (3) 65 REDAR ON CRAM � � � o -s� WC SCREEN UNE ON CHAIRS in U I' -S' (3) % REDAR ON CHAIRS 2'-0' G+1PI )) CLErW FLL � SECURE STUDS 'V'LK W/ ;'x1!' ANCHOR (3) % RECAR SCREEN ENCLOSURE TO BTM. PLATE BOLT WV 2' WASHER SET N ON �IR6 GARAGE DOOR FOOTING ATTACWMENT AS PER Uv SIMPSON SP -4 SIMPSON HIGH 6"F"TH 2—STORY FOOTING 2—STORY FOOTING AT 2—STORY FOOTING MA & a 32' Or -MAX 61 D•MIN.0 1—STORY FOOTING RAGE GARAGE BLK. WALL AT GARAGE AT GARAGE &_ATT� 0'-0' FIN. MLR 3 LW91 CONCti RE". W/ SEGJIIE IST. PLATE ro - • i'xi' WL4x O 6- OR SLAB wv tKa IYVc.HOR o x PCIL �YL�" VA OR SECURE DT: PLATE TO DOLT Wv 2' WASHER SET IN / WELL -CR ON MILK W/ (1) Wd MASONRY 6IMPSCN HKM I STRENGTH MALS w 32' OCG (MAX) EPDXY &' RINSED. MIK w PAVERS 6' >= 4' S' 4' DELL -TE T1111i FILL COMPACTED CLEAN 32. OC MAX z I % CONT. 1'-0' (2� % RNSAR ON CH/UR8 L POURED LINTEL CONT. (TYPJ - (u REBAR SET N 61hIPSON HIGH 1—STORY FOOTING :� �' 'FIS° CALL (TM}°J. � " STRENOT14 EPDXY i' ENDED. MIN. TRENCH FOOTING J14. p 2X WALL FRAMING A Al ALL PAVER AFEA6 9 AT L.B.W. W UPLIFT 4 '• ' • ° ?` •' (3JIOW ANCHOR DOUG or (3*')e' & ■ 3 1R'�GCNG., IREINF. WV • • 3 Irl' c iii REIN W/ J -DOLTS MIN. i' EIMCEDMENT W/ 2')0'X1/8' 61W WAWMA UIP OR WASHEie AND NUT SPACED EVENLY FROM z E FICENIESH ON 0 -MIL i xi WAALgA Wli OR FLOOR To BOND CEAIM. SET N JOINTS s POLY ETHYLENE VAPOR Eo PMFW10W ON 6 -MIL PRIOR t0 PILLING (SLEEVED ANCHOR IN 3 Vl' CON('.. RERP. YV i'xi' in 8, IBadIIRIER ON ;� U F IOLY ETHYLENE VAPOR SOLID POUIR ACCEPTAEL.E RETROFIT) ° e : 4 W 4xW 4 WUt OR PISERMESH ON 01-0' FI'I MLR YELL -COMPACTED CLE=AN 1'-01 4' CARRIER ON per' TERMITE TREATED FILL WELL -COMPACTED CLEAN ' • °� &BARKER ON YELL--roMPYAGrED a a (Z) -5 REBAR ON C.HAirm 1'-S' TERMITE TREATED FILL 4 ° [3) % REBAR ON GHARR6 CLEAN tERi IItE TREATED PILL d � - U1 ED DOND REAM TYP. RETROFIT FOR 1—STORY FOOTING 2—STORY FOOTING EXT. /INT. FRAME WALL TO ° + YARIE6 PER ELEV. AT L. B. W. W NO—UPLIFT) AT L. B. W. BLOCK WALL CONNECTION OMITTED DOWELS TLE ORTIGAL REDAR ro HOKzatrcNAL Q � TIE VERTICAL RECAie 9 SCALE. VP -P -O' V B SCALES V1'.I�' 12 SCALE. Irl'■I'_0• A -O REBAR YL/ 10' HIOOIG )L r0 NORIZArIONaL 1" i' PvC CHASE THRL FOOTING 4ROUTED ecNID REAM S/ / 9 REBAR W/ 10' HOOK 1-6TORY VANES PER "V. VARIES PER EL.W. 8' VARIES S' (2)$ REDAR ON CHAIRS a CAULK AND SEAL IF 2-6TORY '...d , 3' 3' (3) % REDAR ON CHAIRS L GROUTED BOND DEAD 7 � . (2) l5 REBAR w I-STIORY C 4 + (31 -5 REBAR w 2 -STORY d 4 _ 4q LINE 4 d OUTSIDE RECaR TO CE (U 45 REDAR VERTICALLY W/ GONG \//\\/}/}/ • • e ` /\\// // \\�// I �' PVC SLEEVE FOR GAS LINE R NGUL. �I °4 ` / q 8' a"IIL 8' Q1U Vl' GYP.111 DD. (U 05 -CONT. iv WOOD DAM 4 La' D��L Z' -I' MIPL LAP Q !u 3 Irl' COW.. REIN W/ i'xi' 10 SHOWER RECESS FOOTER' i 1111i ETHYLENEPIWERMEGH ON W1O°D R'A'E B REBAR LAP AT FOOTING ,L `A"OI'r RE`x"'°E° L CLEANOUT RE6IJIRED & 0 CLEAN 1ERMTIE TREATED PILL x FOR NSPECTI N FOR INSPECTION -RU _ ` L i r RECESS Hale d Q z ' Gari TRAGIC C a a d -.. a ^ i` b' FINISH FiOOR a 46 &' PVC CHASE THRU FOOTING 0'-O' FIN FLR ' 0'-0• MIN MLR df _ a - 4 • - a , `.a . . TIE VERT11i RECAR .a ..'q : . " i VERTICAL REBAR d c t0 HOK7ATIONAL d _ t t0 WORMATIONAL d lU +5 VERT DOLLEL ° P. d LAPPED IW BOND DEAL N _ a : REBAR W/ 10' HOOK IREDAR WV 10' MOCK > F' (V 45 REBAR AT GORrER6 Y Q�Q 8' 2) REDAR ON CHAIR& a W/ 25' LAP MIN. `o U 1'-4' 2 -STORY ` (3) �5 REBAR ON C24AIRS 1� 44 . 4ea - . 4 a a - . a - - _ HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TVP. REBAR LAP y1T BLOCK WALL E REINFORCING F BEARING CHANGE 11 AT LINTEL CORNERS - -o GQALEs -® ARCHITECT S -) Desn Grouo1nc. PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LAT: KENSINGTON RESERVE (LOT#119) MODEL LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FOUNDATION DETAILS nRc�c�r: STATE OF RORIDA 1lljg DA : X4/3/18 1 SOLE: 1/4"=V-0" 1 SHEET 5 Aor 9 @IIIIIIIIII ��000000000! SUBDIV. & LAT: KENSINGTON RESERVE (LOT#119) MODEL LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FOUNDATION DETAILS nRc�c�r: STATE OF RORIDA 1lljg DA : X4/3/18 1 SOLE: 1/4"=V-0" 1 SHEET 5 Aor 9 N lb iIEISAR VERTICALLY ILV WNPC. TEXIUREA GE�ITIOUS COATING TEXTURED CP7`IE]KtI0U6 COATING (u'6 REBAR VERTICALLY W/ PER (A67M CW6) (TTPJ POURED CELL PER (ASPM 0376) (TYPJ CONIC POURED CELL R-13 INSULATION MN. R -4J INSUL MIN. M-13 NSULATM MIN. 1�4J INSULATION lV 4S REDAR V17ltIGALLY UV GONG &TWO 16' = MAX TEXTURED CO•ENTIOU) COATING POURJ=D CP.L.L 6TU176 li' O):. MAX TEXTURED C926)CMIENT�77P COATING U JOPR REDAR W/ GING. (V IS IE:CAR VERTICALLY z R -4J NSUL MM. Irl' GYP. ILL DD. z 6' R -4J NOUL MIHL IU/ CONIC. POURED CELL Irl' GYR TIL W. L PER lA6M 0976) lt'I'PJ TEXTURED CEMIETITfOU) COATING WOOD DAA Q IR' GYP. LLL W. 1 EMLNiED COMENrI0U8 COATING I! -4J MSUL MN. WOOD VASE n � 6' GIMIl TENIAQED CBMENTIOUG COATING Irl GYP! WL. OD. z PER (ASTM CW6) (TYPJ SECURE STUDS r0 DTM. PLATE W/ �, WOOD DASE PER [ASM 6976) (TYPJ zSECURE tLV 1L SrIPSON SP -4 a 32' OG MAX E PER lA6M 6926) [TYPJ e�: S2' r- PLATE WOOD DAN w QMU BT. PLATE t0 BL K w kwe, 3'-0' S -_5 s' CMU 7 SECURE St PLATE r0 DL K IW }1x9' W n Wo GYP. YL. W. ANGHOIF DOLT W/ (' WASHER SET IN w lu Vl' GYP. QL. BD. n Irl' GYP: YL. BD. F ANG7-TOR DOLT IW 2' W4ayl-ER 6>:T N 61MP6O� 141064 STRENGTH EPDXi' 6 a 6PIP60N HIGH 6TRENGTI.1 EPDXY 6' m MOOD DAA m PEMDED. INN . 32' oG MAX. yy ° Q uLOOD RASE m WOOD RASE 6 U P3'IDED. MINL . 32.00 MAX '4-. +!s REDAR 6'-0' OG WHEN o O , ° MS REDAR 6'-O' OL WHEN FOOTER > IJ FOOTED E)QCFJ=PB 24' 4• HIEIGI4T E�EEDS 24' AMY. GRADE a � a ° •z 3 Irl' CON<ti REIhF. UI/ 6'xb' z z 3 Tri' GONG. RE". INV 6'X6' W64XUA z . 9 ° z a � L g& -ML , UNP OR P IDEFI ESH ON 6 -ML POLY ° °f L EA.ON 6- 41W� OR FIDE1LONE 4oN &ANAL POLY ETHYLENE3 In' CONIC. REINF W/ 6'x6' e� a3 Irl' CONC. REM W/6'x6' � ETHYLENE VAPOR DARlIER ON 3 Irl' CONC. PEINR W/ 6'x6' • _ ' "cVAPOGOI'1PA IER CLEAN q . " o �- 3 Irl GONG. REINF. W/ 6 x4r iD 3 Vl' GONG. IlEIhF. TLV 01x6' q MAX. SLOPE . VAPORDARQfERON WAxWL4 WW= OR FIDER'IESH ON = WL4xW44 WLIF OIQ FfDER"IE6H ON WELL -COMPACTED CLEAN CER If1T= - WL�t�dUl,4 WIIP OR FIDERMESH ON _ W.4XUA INF OR P IDERMESH ON =XXAX. SLOPE a . i W.4mUA WWF OR PNDERME814 ON1r POLY ETHYLRdE VAPOR . ° 6 -MIL POLY ETWrLENE VAPOR Q TREATED FILL `, 6 -MIL POLY ETHYLENE VAPOR r < . _ • a &-MIL POLY ETHYLENE VAPOR . . 6 -MIL POLY MYLENB VAPOR DiA}QRIER ON YELL -COI 1PACTED DARER ON ��ELL�CAMPAGTED E lU 9 REdAR CONtNUOUb wwMN - ° DAI�IER ON DELL-COI'1PACTi:D isAI�iER ON a DARNER ON 0tER'iITE TiQEATED FILL If PYCLEAN 1ERMTE TREATED FILL zCLEAN TERMITE TREATED FILL 9 I �I 3 Irl coNC. SL ADFOOTER HEIGHT EXCEMS 30' ADY. CLEAN TERMITE TREATED FILL °YELL-COMPACW CLEAN If WELL-COMPAIC= _ 8' = GRAD oc 4' e' 4' -4' 6' 4' 6 6 TERMITE TMATED F� I I—I [ICONrNUOU) IAAdEN 1= I OR PAVERS PER z tERMItE CREATED FILL f I I� p =� 1=1 '- a FoorER HEIciFIr(2) +) REBAR ON C 4AIRS I _4, (2) 4S RxAR CIN CHAIRS — s CREOdVAERRONON C►{,41Rb PJLD6 SPECS P _4� l2) �!6 REDAR ON GHWIRS �n V I -B' c3) �6 REDAR ON GLIAIRS U P -8. l3) �D REAR ON CHAIRS z a 30• ADV.GRADE a 4. bb• (3) 1015 i� ON CHAIRS 3' MIN.1—STORY FOOTING 1—STORY FOOTING EXTENDED FOOTING LANAI/ENTRY 2—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING 1 W BLOCK WALL1A W FRAME WALL ld W/ BLOCK WALL 1C STEP—UP 1—STORY 2 W BLOCK WALL 2 W FRAME WALL 2 W BLOCK WALL POUR iw L &OLID FOR (1) REDAR a 16' Or- MAX, IN GILDS 16 OCG. MAX 61UPS 16 OAC. MAX 3 Irl' GONG SLAD S S H]di1FiE LP ABOVE GOOF OPEN t0 FERCAPNPOURED CELL (VERIFY 3 I/(' CONO. RENF UV 5 Irl' . HEAD OP GARAGE S Irl' a HEAD O' GARAGE PAVER) PER DLD6 SPECS PIE P�LAI'L I°ER 1-LIW) COLUMN / POST —< ITP CONC. MNP. W/ 6'x6' 6'X6' WAxWA WW= OR VANES WTH SLOPE VARIES WIT1 F SLOPE (V 45 REDAR VERTICALLY R14J NSUL MIN. PER FLAK W 4x U A UAW OR FI IRR'1ESH PIDERMESH ON 6 -MIL W/ CONIC` POURED CELL 71=NTJIGED Cw*mNTI0U6 w ON 6 -ML POLY ETHYLENE POLY WNYLITE VAPOR R -4J WeI MK ATIING PER [ASTM 0376) oq VAPOR DARRIER ON DARNER ON STUDS 16' O.C.MAX S V2, x HEAD OP GARAGE SECURE Dt PLATE TO SLAG SECURE dt PLATE TO SLAB TENURED GE71ETlTI0U6 ,p 1 fY UELL-COMPACTED CLEAN YELL -COMPACTED 5 14' 41 WEAD OF GARAGE VARIES WITH SLOPE VARIES WTH SLOPE 111ASHER GET IN W/ }1x9' AWCFIOR DOLT W/ 141614 LLL WASWER SET IN 2' ,p W/ �'x9' AWCHIOR DOLT UV 2' COAtINCi PER [ASM G92i) 6' CMU m TERMITE TREATED FILL CLEAN PERINATE SECURE VT. PLATE TO SLAV STRENGTH E'Oxlr 61N111O•Iew. 0. OTI 04ST14 EPDXY V allow. (TYPJ Irl' GPT. LLL DD. 1IQEAIT=_D PILL SECURE Dt. PLATE TO GLAD W/ �'x9' ANCHOR DOLT W/ 2' MN 32' OG j MM. 32' OC AX UV %X9 ANCHOR DOLT W/ ( WASHER SET N Orr`SON 8 GI'7I1 -i E woo i'A(iSE � a W f WASHER SET N SAMPSON HKiF4 Ho" OTPE dlaw EPDXY 6' La L9, GYP. LLL SD. n 2'-0' (MIN. F- nwt //%//%�%\/%//%�%\/ 31/J' OOII(., IElP W i5di' Lu ' , > MNIIRENCsTH EPDXY 6 ENDED. E] IDED. MINL • 32' OC MAX Q .g IRLWOOD BASE O N SLAB) d \/\/\ �. e ° //�\�/�\///\///\>//\/\\ 6t11 1■OLY IETHITLU3E VAPOR > a W n $� > w 3 Irl' COhICr RENT W/ 01x0' FE 3 Irl GONG, REIN . IW 01x0 \ '° R/I UW OR PIDEWES14 DAIisiE[ ON q WL4XWA WWF OR FIDEPW EW WL4 A POLY ETHYL6VE w Q' \mmL_calvACw a fl • ,� .ON 6 -MIL POLY ET yus%a Q • ,°nVAPOR DANW R ON • 741Mlt u' li.rD//>'-140111E 111EAt�1 FILL r 3WrFXW 4 WLF OR FIDtw E 6RFESH ON . ®wx6l VAPOR DARRIER ON e E \ W • .... . • m> LLELL-CdNPACtW CLEAN A. 3 Ir?' CONCtilE4F W 656 / / a Z0.' 3 Irl GONCr REM. UV 6'x6 d TERMITE TREATW III Q luuwu IIIIF OR H18E]!'18011 — _ • ' � z � \\ \,'\\ \\ ° � &-TAIL POLY Etl-h'LENE vA1POR W,4�dU1,4 WIF OR PIDERMESH ON u� WELL-GGPIPA+CTED GLEAN � 6 w . °1 ERMITE TREATED FILL • .. 4 ON 64ML POLY i_111YLi4E ss • �. 4 . g MBAR ' 4' 6• 4' DARRIER dV UJELL-COFIPAYCTEp Z0.' i -ML POLY ETHYLENE VAPOR ; (2) 9ti REDAR ON CHAIRS +. a [3)'6 REDAR ON CHAIRS VA1,OR EAIOER ON E SEE FOUNDATION CLFJW tEi�IMITE IREAtED F�1. L DAI3RMR ON WELL -COMPACTED CONCwREN101iCED W inMAN C4AM 4' 4' 8 (2)1% Famm ON 014AIRI3 4' 6' 6' 4 � • z 0. ° 1BihITE 1FEATED PILL � FRlE7S PSN AT A RAPE CFA) I. FOOTER SI7F (SPS Q • r_4• 's► � CLEAN TERMITE TREATED FILL e� ' (2) 3 REDAR I' -S' 4' 8' 4' • 4' 6' 6' a' 4' L 64 PL3i O181C YAW LD ON MAN) IO'1 z l3) REBAR ON C4AIR) L • 6' 6' b' 6' 6' b' ON CHAIRS z (3) �S REDAR "' ;� POLY ETHfT18�E VAPOR 0 PLAN) OC ON CHLAIR6 2'-m. �AGTi� CLEAN F11.L � 6' � 1'-4' (3) N REDAR (&ORACA FE) Qy CHAIR) 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 STEP—UP 2—STORY W BLOCK WALL AT ENTRY LANAI NON—BEARING NON—BEARING 1—STORY L.B.W. 2—STORY L.B.W. 1—STORY L.B.W. 2—STORY L.B.W. 2C 2D , 3 4 4 5 - A 5 lV REDAR (1) �S REBAR VERTICALLY UY FIC LEPOW M OFIDOP'R TO (u $ REDAR • 16' o c. MAX. IN z FOR W Lu GONG, CQiG POURED cEL.L � � i cowl:. POURED CELL (v17QFY ° LAN FUR PLAN) z `_t e . 3 In, 0ON(., REM. W/ 6'x6' lV REDAR COATING; PER (ASM C926) • . — WU IIIA IULF OR FIBERMESH ON ? •' CM L of CMU z VERTICALLY W/ (T1TJ *-MIL PMT ETHYLENE VAPOR F w - w E 0. CONC. POURED CELL r Cm ++wR �\_3 lW CONO. PEW. W/ 01x6' d • • DIEL RIER I ACTED G_E 4N Q i 6' CMLI a ' CIO Od z W 4xW,4 U111F OR FIDERMESH ON • a : TERMPCE TREATED FILL o. 1 CURD HEIGHt VARIES '�'� �+ i -ML POLY ETHYLE NE VAPOR CURD HEkiHT VANES m CJI® HEIGHT VARIES CURD WEK�FR 1x ;� DARNER ON LLELL-W I OAGTED (2) b REDAR ON CHAIRS p O VARIES "' i 2'-0' lMIN1 a 8' CLEAN 1EIGMTE CREATED FILL z I�il IN SLAB) b� (V 8S REDAR ON CHAIRS . 8. .4 3 111 CONIC. REINP. W/ 6'x6' Lu a '� WAxWL4 &WP■ OR P■IDERMESH ON @)M&K%EDGE z w °6 -MIL POLY ETHYLENE VAPOR - 4 W z d ° tELAR 4i' LGN13 WK' HIOOK DAU�IER ON WELL -COMPACTED jp 3 InCdVGti NEW. W/ 6'x6 m ° - • a; ° 3 Irl CONIC, REM. ITL/ 6'x6 > L CLEAN TER`IITE TREATED FILL ,74'GltirIIL24'!lLIAD 1—STORY FOOTING WAxWA LUP OR FIDEN 614 = W 4A" NUL= OR FIDOWIMS14 ° 3 VY GONG. REINF. ILV 6•x6' � • 6 -ML PCLY R '� •... OSI E� ►�E = W,4au,4 ULF OR PID 814 8 AT FRONT PORCHES VAPORlir 1 DARNER RD CLEAN VAPOR MPA ER CLEAN • ON 1411- POLY • ' • 4 CAiC�IE@FORCEE C n) ■S REDAR ON C4 RA ° FDF]S'ESFI AT A RAPE O 7! • 'o ba PER eac YARD ON z K 8' 1 ER'tITE TREATED FILL E E 4' 6' 6' 4' TPPeR'11Tg TREATED FILL z WxL-COMPACTED CLEAN z 6 -ML PCLY iEA1TL8E VAPOR L i'-4' "+ 4' 6' 6' TERMTE TREATED FILL >L 6' 6' b' 6' DAIRRERON �^ lll��� (2) db REDAR �i a� s Yp.L-GQfI°ACI®GLEYi RJ. SECURE Dt PLATE t0 .n I -8 (3)'6 RESAR ON C14AfilS Y c� :n OP. SCREE7l ON CHAIRS I'-6' [3) ■S REDAR ON CHAIRS 7'-m' (&OR -CAIW ENCLOSURE DLK W kx6' ANCHOR SECURE 8TUDE DOLT W/ 2' WA)HER SET IN (3) 'EMAR MAIM GARAGE DOOR FOOTING ATTAC4 TO PFO PLATE 61MP60N HIGH OTPIONST14 ON CHAIR) ATTACHMENT A6 PER LCV blh1P■60N SP -4 . 1—STORY FOOTING 2—STORY FOOTING 2—STORY FOOTING AT 2—STORY FOOTING 7 e�L�.1�'•1'-,r a 32' or- MAX � M •*� • AT GARAGE 6 A AT GARAGE 6 B GARAGE BLK. WALL AT GARAGE ° a1 3 Irl' GCPVCti REW. W/ 0'36' WAxIJ4 UW OR 8EC1J1lE DT. PLATE TO FIDER'1E$H ON 6 -ML SLAB W kx9' ANCHOR m 0.r POLY ETHYLENE VAPOR SECURE St PLATE TO DOLT UY 2' WAGNER SET IN 4• a' 41 BARRIER ON BLK W/ A) IOd MASONRY 6RIPSON Hk3H STFIB,0TH PAVERS 6' DELL-COPMPAOTED CLEAN NAILS . 32' OU;. (MAX) EPDXY 6' EMBED. MIN. a 32' O0 MAX z 1 15 CONI 1'-m' °� I'-4' TER IITE TREATED RILL Y (2) IS PIM14M ON CHAIRS POURED LNTEL CONT. (TYPJ - V CM FILI.I:D CELL (Tyle.) " OlVIl Ca EFS 6 MI'MI 1V1B M. MIN. RlWwW TRENCH FOOTING 1—STORY FOOTING 0 9 ZX WALL FRAMING A At ALL PAVER AiiFJb AT L. B. W. W UPLIFT C. • 3U1j`)W ANCHOR BOLTO or (31V')W 3 Irl' OOVC.. REIN. IW - • • J -DOLTS Mlhl i' p VEGTIETtT YV ('X2'XI/SI 6'x0' WL4=dN4t WAIF OR 3 �' '• WA%IER AND NUT &PACED EVETLY rROIM Z W FIDE"6H ON 6 -MIL 6'x6' UAAA%AA OF OR PLOOR TO DOND BEAM. SET N JOINTS 7. L POLY ETImea VAPOR E po PMPM014 ON 6 -MIL PRIOR t0 FILLING (SLEEVED ANCHOR N 3 I/1' GONG, REINF. W/ 61x0' � $• WEL11RIER ON PACTED CLEAN M U MARj IER ON VAPOR SOLID POUR ACCEPTABLE RETROFIT) ' : 4 WAxWA WLF OR PIDERME6H ON C-0' PIN. PLR I' 4' TERMITE TREATED FILL 'i -m. 4' UDL.L-COMPACtED CLEAN •� DAMN POLY ETLIYLCO VAPOR (2) IS DEBAR ON C4ANS 1'-8' TERMITE TREATED FILL DARNER ON HELL -COMPACTED , CLEAN tE'WICE TMAIED FILL a • ° • GROUTED BOND BEAM (3) �S hIEBAR ON CHAIR& a ` 1—STORY FOOTING 2—STORY FOOTING EXT./INT. FRAME WALL TO TYP. RETROFIT FOR ' ° VARIES PER ELEV. AT L.B.W. W NO—UPLIFT @--A rr� VERTI P�BAR91/1'-r-O'CAIF� VJ'.I'�' 12 60ALEo Irl•.I'-O• A , -p AIV 1CHOlE1�Z1AtOrA1 ZATIOV PVCROUTED DOND BEAM C ° a.. REBAR W/ MV HOOC 8' VARIES S' 1 -&TORY VARIES PER"V. - VARIES PER ELEY. CAULK AND SEAL (2) % REIEIAAR ON CHAIRS c (-)TORY E P GROUTED CKM REAM 9' 3' (3) IS IQEDAR ON CHAIRS 4 � v ° a C "r (3) REDAR x 2 -STORY a s aA GA) LME ' \ a � � OUTSIDE IQEDAR 10 CE (V �S REDAR VERTICALLY W/ GONG ✓\\/\\/\\/\\ / \ C.�OUG P VURED CELL 1;' P1K: SLEEVE FOR G.44 LSE R -4J NSLL. MIN.OF Cm (1) 05 -CONT. �� n W�o�a�ea�� f Irl' pRY4L4LL 2'-1' MM. LAP 1 3W.4x4NIF W0.P OR p 11VBEtiE'1ESH ON n 10 SHOWER RECESS FOOTERr I 6 -MIL POLY ETHYLENE VAPOR - e r.r� a1O°D DACE B REBAR LAP AT FOOTING R ON -�"°�°ION PORNaPEcrT'�ioClhl'�D 0 CLEAN TERMITE TIE ATED PILL POIR _ z zz °. L 1' RECESS FOR a" a - - GOD. TRACK a a 4 Q zim b' MIEN DOOR a ° c 6' PVC CHASE T' M FOOTING 01-0' PIN. PLR ° ' o' -o• PIN. FLf! 'p a n • = ° ,Q TIE VE1lTIC.4l. REI3AR a • .4 ° TIE VERTICAL REDAR a. 4 (V 46 VERT. DOWEL n ' TO HORIXATIONAL a t To HOIQIXACIONAL a a LAPPED UV BOND BEAM t M6TORY a REBAR WV 10' MOOD a.: REDAR UV 10' NOGG ,a W/ 0'1 � � GOI�IER6 p 6• lO wb RESAR ON C"R6 U 2 -STORY ° 3 Q i'-4' (3) 45 REDAR ON CHAIR) • a °� HORIZONTAL/ VERTICAL 1—STORY FOOTING HORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S.G.D. GAS LINE THRU BLOCK TYP. REBAR LAP REINFORCINGBEARING CHANGE C AT LINTEL - CORNERS D W BLOCK- WALL E ■ -® F ARCHITECT S GDesign roup inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIv. & LOT: KENSINGTON RESERVE (IAT#119) MO DEL: LARGO (VERSION#01) PROJECTAI: 02997.000 PAGE: FOUNDATION DETAILS ARCHITECT= STATE OF FLORIDA 4 X19 DA '-.' 4/3/18 SC XT : f/4 "=1'-0" SHEET 5 Aar 9 BIIIIIIIIII .vovvvovvv. SUBDIv. & LOT: KENSINGTON RESERVE (IAT#119) MO DEL: LARGO (VERSION#01) PROJECTAI: 02997.000 PAGE: FOUNDATION DETAILS ARCHITECT= STATE OF FLORIDA 4 X19 DA '-.' 4/3/18 SC XT : f/4 "=1'-0" SHEET 5 Aar 9 ARCHITECTS Design Group ���. FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � 101-10, 10 ■ ■■ ■■ ■ ■ NEI Im■ 21_S,■ Az 7r zLn 26'-0' ■ ■ c!J I cA . r. �I'I'll'I'I I �ovvvvav� N o� N ■ 1 CA e ' N cq ■ N e ■ 1 n e ■ N ■ lii ■ � � _ (P ■ ■ e - - _ 1 ■ ■ -NM Ln 1 19' —0' DOWEL PLAN SCALE: 1/4 = I'-0' ELEVATION 'B' ARCHITECTS Design Group ���. FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 r � �I'I'll'I'I �ovvvvav� SUBDrV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECTJI: 02997, 000 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA 4AR _ JAME ANTWELL AR' 207J DA / 4/3/18 SHEET 5 BOF 9 ki - - - - - - --------- -------- - - - - - - - - - - ( I I I _ II II II II II II LANAI I I I I I II �I II II II II (2) 25-6" 6080 SCID IN VF A L -3B GREAT ROOM V-4' CLCs we L---- ----- ---- ®-- ' ,PDR I - 8 8 GLCs. I KITCHEN V-4' CLCD. ------------ FOYER ----- O O----- ---- - I I L------- J III III MUD ROOM III 9'-4' CL& L-3 ENTRY L-2 2 CAR GARAGE 5'-4' CL& ----------------------- I6'-0' X 1'-0' OHGD L. -I LINTEL PLAN eCALE: 1/4 - 1'-0' ELEVATION 'B' GENERAL NOTES: L CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R4022 4 8606 1.2. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), SECTIONS 19012 4 2107. 13- BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (AGI 318-08). 1.4. AMERICAN SOCIETY OF CIVfL ENGINEERS MINIMUM DESIGN LOADS FOR 5UILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE 2.1. CONCRETE COMF°RESSIVE STRENGTH AT 28 DAYS - 211 PRE-C45T W/STANDARD REINFORCEMENT -4000 PSI 2.12. PRE -CAST W/PRESTRE55 REINFORCEMENT -6000 PSI 2-1.3- GROUT PER ASTM 0416 - 3000 PSI W/ MAX 3/8' ACvrzREGATE, 8' TO 11' SLUMP - 22. REINFORCING EARS: 22.L STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 22.2. STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FiELD) ASTM A&15 (GRADE 40). 23. PRE-STRE$5ED STRANDS ASTM A416 1 -WIRE, 5TRE55 RELIEVED 210 K51 2A. DETAIL REINFORCEMENT IN ACCORDANCE WiTH ACI 315- _ 2S. CONCRETING OPERATIONS SHALL COMPLY WiTH ACi STANDARDS. 3. MASONRY- 3.1. DESIGN AND CONSTRUCTION SHALL CONFOR"i TO THE SPECIFICATION CF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND AGI 530-08. 32. MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSL 33. MORTAR SHALL 6E TYPE S. 4, 5TRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAYING A 5EARINCe OF 8' (WITH A MiNIMUM ACCEPTABLE SEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, 5TH EDITION (20)4), SECTION 210415 rm ..51, SAFE WORKING LATER 8" LINTEL SAFE LATERAL LOADS (PLF) Total Leigth TWO 8.,. PLAN SIW SOL IP 2'-10' Precast 1998 3%4 Y-61. Precast 1168 2318 4'-0' precast 844 1614 4'-b' Frecasl b38 1266 4-S' Precast 586 1163 F-4' Precast 666 - M55 3'-10' precast 543 W5 W-4- Precast 634 1364 61-6' Recast 612 1288 6'-8' - Precast 518 12111 T-6' Recast 446 , 539 1'-8' Recast 425 894 8'-m' Recast 361 614 8'-4' Recast 354 lob 9'-4' }recast 211 583 b'-6' Recast IV 4b3 H'-4' Recast - w 620 W-0' Rerast 164 549 7'1' Recast 143 504 [Y-4' Recast IW 404 W-0' Recast 99 391 N-8' Prestressed NA 341 6'-4' Prestressed NA - 302 11'-4' prestressed NA 2u 19'4' prestressed NA nb 20'-0' Prestressed NA TA 21'-4' Prestressed NA AI 22'-4' prestressed NA 20 24'-0' prantressed NA 93 KR • Not Racoiesended 1j 7 MIRE STRESS RELJEVED TABLE No. 11 4L LOADS (PLF) x 8" LINTELS - LINTEL SAFE LATERAL LOADS (PLF) total Lwath TO V DOOR HEADER PLAN W DOOR HEADER SOLID 3'-8' Precast ITQ 2011 4'-0' Precast 950 WT 4'-2' Precast 861 154 4'1' Procast - 1185 1386 4'H3' Precast b59 Wb 810 Precast 650 TTM 8116-5-(1,11/(0)L Procrit 504 %4 T-8' Precast 411 181 8'H3' precast 356 i[---- 647.8' 1-61 Precast 286 h 535 LOTT'S gr/' CONCRETE P.D. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 IF- PLAIN OR SOLID LINTEL ! TYPE +re PLACED INFIELD) LINTEL LENGTP 9'-4' COMMENTS NO. er• a (1) #5 CONTINUOUS 5i3 HT. •e . r� •• L-1 I'1`-4' 8136-5-(1A1KUL FFESTRES ED L -Z 4'-6' 8/14-5-(UJKV)L RECESSED L-3 4'-8' 8116-5-(wK0)L •+ L -3A 4'-6' 8116-5-(1,11/(0)L r� L-35 4'-6' 8116-54UI1/(0JL 8'X18' KNOCKOUT BLOCK L-4 Z'-6' 8116-5-(1)1KUL • L-5 1'-8' 8116-5-(wKvL (2) 2 1) /5 CONTINUOUS #5/(0) #5 8/B -S-0)#5/(0) NOMINAL VIDTH/HEIGHT OF LINTEL ' 8'1118' KNOCKOUT BLOCK TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS IF- PLAIN OR SOLID LINTEL ! LNTEL STEEL B01TOM BAR Ta BAR +re PLACED INFIELD) tFLFt UPLFT CAPACITY CAPACITY- IDSL WSW 1175L (MU • TOP BARS:- ARSSEE SCHEDULE SEE No. OF ADDITIONAL #5 BARS IN UPPER i 1212 er• a (1) #5 CONTINUOUS Al •e . r� •• -xa 7 ' STIRRUPS AT 4'-0' cc 110000 (itED OR YIELDED) 2'-2' BOTTOM BAR r SEE SCHEDULE (PRECAST) 2415 -ri. 8/16-S-(1) 05/(1) #5 PRECAST 3 ra tn0 80-S-0) #5/(0) #5 8/B -S-0)#5/(0) NOMINAL VIDTH/HEIGHT OF LINTEL �E5�E5 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS IF- PLAIN OR SOLID LINTEL LNTEL CLEAR LNTEL TYPE LENGTH SPAN LNTEL STEEL B01TOM BAR Ta BAR [8/16-P-#U/#L] tFLFt UPLFT CAPACITY CAPACITY- IDSL WSW 1175L (MU 2'-V No. OF ADDITIONAL #5 BARS IN UPPER PRECAST 1212 OR LOWER LINTEL CAVITY Al 1809 1809 8529 110000 3'-6' 2'-2' PRECAST (2)'2 (1) 05 CONTINUOUS4. 2415 3831 3831 •+ 4815 4'-0' T-8' r� (2) 2 (2) 12 3 8'X18' KNOCKOUT BLOCK 2111 3386 3386 • 3'-2' PRECAST (2) 12 (2) 2 1343 I 4 . • e U05 2608 at11� Y-4' PRECAST I 3000 PSI GROUT) 732 2011 2011 .3 • �� (PLACED IN FED) rdYmill PRECAST W-5 t ' •� TOP BARS f7 R1 1861 5'-kl' • :,s a SEE SCHEDULE l2) 3 (2) 2 ab0 1423 • r • (1) /5 CONTINUOUS 1609 av4o S'-0' •' 4 ' (2) 2 140 783 783 716 1405 7/32' STIRRUPS AT 4'-0' cc F-2' PRECAST W-4 r' 110 ('IED_ OR WELDED) 1232 r 1348 6'-a' 5'1' BOTTOM BARS (2) M (V2 682 1184 1184 SEE SCHEDULE 1295 1-6' V-2' PRECAST (2)M (PRESTRESSED) 510 991 991 825 low (2) STRANDS 7/48'--' W-4' PRECAST (2)b 1j 7 MIRE STRESS RELJEVED 551 959 969 MI 270ke1 PRESTRESSED 1041 6-0' 6'-8' CABLE 1 (2) M (2) 2 518 50 W? 17 NR- NOT RECOn'B DED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL 8TM GRAVITY GRAVRY UPLIFT I 1PLFT LENGTH SPAN BOTTOM I TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (OnL (LIEU (I)•3L (11311 (V -L (U3U (1nL (2)6U TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNTEL CLEAR I LNTEL TYPE LINTEL STEEL GRAVITYGRAVITY tPLFI tPLFI LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY B rem ISAR TOP 5AR (0)SL (nu (V% (tft (V3L (im (1)9L (2)w TABLE No- 5 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 28" COMPOSITE LINTELS LMTEL CLEAR I LIiTEL TYPE LINTEL STEEL GRAVITY GRAVITY uPLFT UPLIFT LENGTH SPAN cAPaurY CAPACITY CAPACITY CAPACITY BOTTOM MAR TOP BAR (0 % a"W" (051. (I)5U (DSL 0511 (1)5L (2)511 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LNTEL TYPE LNTEL STEEL PLAN GRAYrrr GRAVITY IIPLFt UPLIFT LI74GTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOfiCt•1 I3AR top MAR CAPACITY (0)51- (LIEU I (1051- WSU 1 (9151 Ww" I I (1)5L (2)511 TABLE No. 1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LNTEL CLEAR LNTEL TYPE LENGTH SPAN LNTEL STEEL B01TOM BAR Ta BAR MIED GRAVITY GRAYTY GRANTT CAPACITY CAPACITY CAPACITY (0% WSU 0 5L (U511 tFLFt UPLFT CAPACITY CAPACITY- IDSL WSW 1175L (MU 2'-V I' -b' PRECAST 1212 Cl) 2 4245 1809 1809 8529 110000 3'-6' 2'-2' PRECAST (2)'2 (2)-2 2415 3831 3831 4815 4815 4'-0' T-8' PRECAST (2) 2 (2) 12 tT53 2111 2111 3386 3386 4'-6' 3'-2' PRECAST (2) 12 (2) 2 1343 2165 2165 U05 2608 4'-B' Y-4' PRECAST (2) 12 (2) 2 732 2011 2011 2421 2421 5'-4' 4'1' PRECAST W-5 W-2 1006 1651 1651 1810 1861 5'-kl' 4'1' PRECAST l2) 3 (2) 2 ab0 1423 1423 1410 1609 b'-4' S'-0' PRECAST l2)+4 (2) 2 140 783 783 716 1405 V-6- F-2' PRECAST W-4 (2)'2 110 732 1232 1145 1 1348 6'-a' 5'1' PRECAST (2) M (V2 682 1184 1184 ON 1295 1-6' V-2' PRECAST (2)M (2)2 510 991 991 825 low T-8' W-4' PRECAST (2)b (2) 02 551 959 969 184 1041 6-0' 6'-8' FRECA5i 1 (2) M (2) 2 518 50 W? 17 984 8'-4' T-0' PRECAST (V K (2) 2 488 851 651 648 ml 911' 8'1' PRECAST W4 W-2 416 116 126 499 190 17-61 1-2' PRECAST W-4 (2) 2 354 618 616 380 613 TI' -4 V -O' PRECAST (2).1 (2) 3 3Ti 561 561 311 601 7-0' I'-8' PRECAST (2).1 l2) 3 292 525 525 271 1 561 12'-6' TI -2' PRECAST (2) 5 (2) 3 211 499 498 251 512 13'-4' 12'-0' PRECAST (2).5 (2)-3 255 458 456 214 442 Q' -8' PRECAii (2) 5 (2)3 239 430 430 190 3% B'-4' PRSTRE66ED (2)04 (2)-2 KR 40 418 230 446 W -V PRE5T1E85ED (2) s4 (2)-2 NR 319 319 210 40'1 W'-0' PRESTRESSED (2) s4 (2)-2 KR 288 288 W3 311 E W -V PRE5TIE55ED IV 5 (2).3 KR Y[4 224 131 254 V-8' PRESTRESSED (2) S (2).3 NR 201 201 72 231 20'-V PRESTRESSED (2)5 (2)'3 KR. fRl Rl Im 208 20-8' PRESTRESSED l2) 5 (2)'3 KR - W4 14 100 195 24--0-.22--8- PRESTR`cSSED I (2) 5 (2) 3 KR 132 132 8d W3 NR- NOT RECOn'B DED TABLE NO. 3 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LNTEL CLEAR LINTEL TYPE LINTEL 8TM GRAVITY GRAVRY UPLIFT I 1PLFT LENGTH SPAN BOTTOM I TOP CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (OnL (LIEU (I)•3L (11311 (V -L (U3U (1nL (2)6U TABLE No. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LNTEL CLEAR I LNTEL TYPE LINTEL STEEL GRAVITYGRAVITY tPLFI tPLFI LENGTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY B rem ISAR TOP 5AR (0)SL (nu (V% (tft (V3L (im (1)9L (2)w TABLE No- 5 - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 28" COMPOSITE LINTELS LMTEL CLEAR I LIiTEL TYPE LINTEL STEEL GRAVITY GRAVITY uPLFT UPLIFT LENGTH SPAN cAPaurY CAPACITY CAPACITY CAPACITY BOTTOM MAR TOP BAR (0 % a"W" (051. (I)5U (DSL 0511 (1)5L (2)511 TABLE NO. 7 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" LINTELS LINTEL CLEAR LNTEL TYPE LNTEL STEEL PLAN GRAYrrr GRAVITY IIPLFt UPLIFT LI74GTH SPAN GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BOfiCt•1 I3AR top MAR CAPACITY (0)51- (LIEU I (1051- WSU 1 (9151 Ww" I I (1)5L (2)511 3a' A- 2 LA TABLE No. 6 REINFORCING, SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMP051TE LINTELS LNTEL I CLEAR I LNTEL TYPE LINTEL STEEL GRAYTTY GRAYITT 'PLF T UPLIFT LEWsTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY I3OTTOM RAR TOP BAR (0051. (U5U lV5L (LSU (U5L (1D5U (U5L RD51.1 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 14" COMPOSITE LINTELS LINTEL I CLEAR LNTEL TYPE LNTEL57EEL GRAVITY GRAVRY UPLIFT UPLIFT LENGTH SPEW CAPACITY CAPACITY CAPACITY CAPACITY 13OTTGM BAR - rcP Hae (Onl- (1311 (1)5L (nu n)SL (Jsu l(IML (21.3u TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 14" RECESS DOOR HEADER LNTEL I CLEAR I LNTEL TYPE LINTEL STEEL GR4VRY GR4YRIY t!°LFT UPLIFT .g(GTH BPMI CAPACITY CAPACITY CAPACITY CAPACITY - W70M MAR I TOP Bat (0n1 f1J5U (U5L (VELI (D5L n15u (DSL (2)% l8 8/16-S-(1) 05/(1) #5 $ PRESTRESSED 8/20-S8/20-S(1)#5��)�5 824-S-(1�/0) #5#5S-(1 0/0)#5 8/16-5-(1) #5/(1) 65 8/14-5-(1) 95/(1) 05 14 .4 31, 51, TABLE No. 9 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER LINTEL iH CLEAR SPAN LINTEL TTPE - - LNTEL STEEL Doan 5AR TOP BAR AVITY ACITY (0).5114 GRWTY CAPACITY (1J5L (1J5u LPLFT CAPACITY (n1- (DSU UPLIFT CAPACITY (LIST (2)5U Sq '-4 PRECAST () l2) a1511425 4 34 4'-0' 2'-8' PREC45T (2) 12 - (2) 21425 4 1425 1863 1864'-2' Y-10' PRECAST (2)2 (2) 21320 1320 T119 1`154'-4' 3'-0'PRECAST (2)2 (2)21230 • 4Y . 1230 596 696 W-8' N-4' PRECAST (2)2 (2) 21081 • 1061 1396 1396 3'-8' 4'4' PRECAST (2)-3 2) 598 846 846 003 1011 b'-8' 511' PRECAST (2) M () 455 69.'3 693 611361w 1'-8' W-4' PRECAST (2) M ) 315 568 568 499 641 8'-8' Y-'-4' PRECAST (z)m z 2 .1 480 480 315 546 9'-8' 8'1' PRECAST (2)14 2) 213 415 45 291 4T2 3a' A- 2 LA TABLE No. 6 REINFORCING, SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 32" COMP051TE LINTELS LNTEL I CLEAR I LNTEL TYPE LINTEL STEEL GRAYTTY GRAYITT 'PLF T UPLIFT LEWsTH SPAN CAPACITY CAPACITY CAPACITY CAPACITY I3OTTOM RAR TOP BAR (0051. (U5U lV5L (LSU (U5L (1D5U (U5L RD51.1 TABLE No. 8 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) S" X 14" COMPOSITE LINTELS LINTEL I CLEAR LNTEL TYPE LNTEL57EEL GRAVITY GRAVRY UPLIFT UPLIFT LENGTH SPEW CAPACITY CAPACITY CAPACITY CAPACITY 13OTTGM BAR - rcP Hae (Onl- (1311 (1)5L (nu n)SL (Jsu l(IML (21.3u TABLE No. 10 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' X 14" RECESS DOOR HEADER LNTEL I CLEAR I LNTEL TYPE LINTEL STEEL GR4VRY GR4YRIY t!°LFT UPLIFT .g(GTH BPMI CAPACITY CAPACITY CAPACITY CAPACITY - W70M MAR I TOP Bat (0n1 f1J5U (U5L (VELI (D5L n15u (DSL (2)% l8 8/16-S-(1) 05/(1) #5 $ PRESTRESSED 8/20-S8/20-S(1)#5��)�5 824-S-(1�/0) #5#5S-(1 0/0)#5 8/16-5-(1) #5/(1) 65 8/14-5-(1) 95/(1) 05 14 .4 31, 51, A R C H I T E C T S Desi n Grou In�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Sq ~ •;ba•• �i - 4 e • 4Y . . i•1.•L• p� ai � •�!r!� A it AM�� ed• • :• • a e ' fir.•' �' � • a 3 13A4' 45/(1) #5 D L3/li' 8/28-5-0) NAI) #5 8/32-S-(1) A R C H I T E C T S Desi n Grou In�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIM. & LAT: KENSINGTON RESERVE (LOT#119) MODEL,: LARGO . (VERSION#01) PROJECT#: 02997.000 PAGE: LINTEL PLAN (LOTUS) ARCHITECT: STATE OF FLORIDA DA : 4/3/18 sc /4"=1'- 0" SIMET 5 C or 9 �'IIII'I"I \000000000 SUBDIM. & LAT: KENSINGTON RESERVE (LOT#119) MODEL,: LARGO . (VERSION#01) PROJECT#: 02997.000 PAGE: LINTEL PLAN (LOTUS) ARCHITECT: STATE OF FLORIDA DA : 4/3/18 sc /4"=1'- 0" SIMET 5 C or 9 ^ST 4ITEr LINTEL SCHEDULE LINTEL NO. LENGTH TYPE 51-4' 5RS HT. COMMENTS L-1 i1'-4' 6:36-IBAT mST omp L-2 4'-6' OW14-OSAT RSC amp L-3 4'-8' *16-05AT 9. Safe load rating based on rational design L -3A 4'-6' SM-OBAT SASE LOAD TABLE L-35 4'-6' 816-05ff ' L-4 -1'-61 "-off GROUT L-5 T-6' enb-&r 10951 II II II II II II II II I I LANAI I I I 91-4' CM I I Ii II I� II Ii II Ii II (2)25-%4 6080 sw I 7PL-4 L-5 GREAT ROOM 9'-4' GL & 0 0 e L----------� PDR 8'_81 GLCt. I ` I KITCHEN - - - - - - - Coll I I 1 -------- ----------- ------- ----------- FOYER Q L -------J 10 L-3 I ENTRY L-2 LINTEL PLAN_ SCALE: 1/4 Is 1'-O' ELEVATION '8' 2 CAR GSA/RAGE 9'-41 CM PANTRY III MUD ROOM III 9'-4' M& ----------------------- 16'-0' X 1'-0' 0WW --------------------- L-i T'T'i�E DESIGNATiON r'KCL.AiCI U -LIN ItLO UPLIFT i" iATEF,IALS GENERAL NOTES 100-44"- 0FO-IT 8FI2 IT 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED MS2 IT 5F32 -IT kq OVERALL LINTEL LENGTFV RLT'&J 8F8 05 9F17 OB VF16-OB 8F29 OB 9824 05 EF28-05 8F32 @B 9. Safe load rating based on rational design UANTiTY OF #5 REBAR AT j 5OTTOM OF LINTEL CAVITY U q J SASE LOAD TABLE NOTES C rtu. Of= l ro - 15/1T ' 2231 • �" • `' analysis per ACI 318 and ACI 530 GROUT 111 O 10951 763 L 2. F'c 8' precast lintel - 4000 psi F'c prestressed lintel = 0000 psi I. 2. Provide full mortar bed and head joints- Shore filled lintels as required. 10. The exterior surface of lintels installed In exterior Concrete masonry walls al -all have a '117 2107 m=1500psi L All values based on minimum 4 inch 1. For composite lintel heights not shown, use safe 4890 5%1 3. Grout per ASTM 0416 f'g 3000 psi w/ maximum 3/8 inch aggregate t 6 to Il inch 3. Installation of lintel must comply with the architectural and/or structural documents. coating of stucco applied accordance with ASTM C-296 or other approved coating. 2638 SEE SAFE LATERAL LOAD 3961 nominal bearing. Exception: Safe loads For unfilled lintels must be reduced by 20% if bearing length is load from next lower height shown. 8. For lintels len the not shown, use oafs load from 699 HEIGHT slump 4. U -Lintels are manufactured with 5 1/2' long Il. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) TABLES FOR LOAD RATiNG FOR EACH ADDITIONAL 2. less than 6 1/2 inches. N . Not Rated next longest length shown e 8' NOMINAL UiDTP 4. Concrete Masonry Units (CMU) per ASTM C90 w/minimum net arca compressive -.::3i�dt .:--::413#.. notches at the ends to accommodate vertical cell reinforcing and grouting. loads should be checked for the combined loading with the Following equation: 1438 REINFORCED CMU FULL COURSE 3- 4- -R Safe loads are superimposed allowable loads. 3 All Safeloads inunitsof pounds per linear foot I0. All safe loads based on simply supported 4249 4'-1' TO 5'-4' (PRECAST) strength = 1900 psi 5. Reference the CAST -CRETE Load Deflection In X65 1624 2025 Safe loads based on grade 40 or grade 60 field rebar. span. 1113 5. 6. Rebar per ASTM 8615 grads 60 Prestressing strand per ASTM 8416 grade 6. Graph brochure for lintel deflection information. Bottom field added rebar to be located a the Applied vertical load Applied horizontal load Safe vertical load ' Safe horizontal load S I� 9'-5' TO 9'-10' (PRECA8T7 /Z' CLR TYf' 5- One 41 rebar ma be substituted For two "5 rebars y 11. The number in the the parenthesis indicates the percent reduction for grade 40 Field added N _ 1- 210 low relaxation Mortar per ASTM C210 type M or S T. bottom of the lintel cavit 1/32' diameter wire Stirrups are welded to the WD 12. Additional fates) load capacity can be '•, (21 15 RESAR 6. in 8' lintels only The designer may evaluate concentrated loads from the load rebar. Example 1'-6' lintel type BF32-Ie safe eravi load gravity load = b412re) w/ 15 o rCductia>� 6412 2205 2696 3191 8. bottom steel for med7anical anchorage- obtained by the designer by providing e e GR40 or CsR60 1031 safe tables b calculating the y g um maximum resisting moment and shear at d -away from = plf " T-1' TO 9'-4' (PRECAST) bB4 699 Gast -in-place concrete may be provided in additional reinforced concrete masonry above _ .2564 3466 face support. 3302 1153 1369 composite lintel in ileu of concrete masonry units, the lintel. See detail at right: 244 4401 131 .. 2 CAR GSA/RAGE 9'-41 CM PANTRY III MUD ROOM III 9'-4' M& ----------------------- 16'-0' X 1'-0' 0WW --------------------- L-i T'T'i�E DESIGNATiON r'KCL.AiCI U -LIN ItLO UPLIFT ��a RESDQ LATERAL 100-44"- 0FO-IT 8FI2 IT 1-1/2' CLEAR F = FILLED WITH GROUT / U = UNFILLED MS2 IT 5F32 -IT kq OVERALL LINTEL LENGTFV RLT'&J 8F8 05 9F17 OB VF16-OB 8F29 OB 9824 05 EF28-05 8F32 @B (TYPE OF LINTEL) UANTiTY OF #5 REBAR AT j 5OTTOM OF LINTEL CAVITY U q J ; 1024 C rtu. Of= l ro - 15/1T ' 2231 • �" • `' 3119 GROUT 111 O 10951 763 1309 ,__1363 4'-r TO 4'-6' (PRECAST);: 120)7 Z 2107 3315 2561 2151 LQUANTITY OF '5 4890 5%1 1034 s1O-I '5 REBAR AT 50TTOM 1966 REBAR AT TOP LOMIfNAL 2638 3399 3961 4522 OF LiNTEL CAVITY 699 HEIGHT 2110 50TTOM REINFORCING NOMINAL U)IDTH 1-5/8'ACTUAL PROVIDED IN LINTEL 6224 3101 (VARIE5) e 8' NOMINAL UiDTP 339 SAFE LOAD TABLES FOR GRAVITY, UPLIFT &LATERAL LOADS D 1`-KEC-A51 U-LIN1tL7 t'Art LVAVS (LiDSlf•I! r'KCL.AiCI U -LIN ItLO UPLIFT LATERAL 100-44"- 0FO-IT 8FI2 IT 5F16 IT GRAViTY MS2 IT 5F32 -IT EU8 OVERALL LINTEL LENGTFV RLT'&J 8F8 05 9F17 OB VF16-OB 8F29 OB 9824 05 EF28-05 8F32 @B (TYPE OF LINTEL) BIJ6 3524 4394 5263 6132 7001 1025 1024 1599 758 151 1164 2'-8' TO 3'-6' (PRECAST) 2231 3069 3119 5163 6601 6054 9502 10951 763 1309 ,__1363 4'-r TO 4'-6' (PRECAST);: 120)7 2040 2107 3315 2561 2151 3820 4890 5%1 1034 s1O-I 3'-7' TO {'-0' CPF£CA.5T) 1966 2216 2638 3399 3961 4522 4'-r TO 4'-6' IPRtCAST) 699 P 2110 23369 1 3153 4516 5400 6224 3101 3624) e 340 339 616 -.::3i�dt .:--::413#.. 5' A' TO 6'-b' (PRECAST) 1349 1438 1999 2560 3123 3666 4249 4'-1' TO 5'-4' (PRECAST) 12n .,: W-1' TO 1'-18' (PRECAST) In X65 1624 2025 2426 15 1113 1631 2089 2549 3009 3410 9'-5' TO 9'-10' (PRECA8T7 1062 ME EME EME7168 2300 N , 5'-11' TO 6'-6' (PRECAST) WS 1236 2177 3480 3031 3107 4383 5061 6'-1' TO 1'-6' (PRECAST) 143 1@11 T129 2632 2205 2696 3191 368a I0' -l' TO 11'-4' (PRECAST) 414 1k'4Hi '_{723-',%t.61.:.::..'-41t7$,..__.:.�.s,&13i 1031 1214 1513 n53 T-1' TO 9'-4' (PRECAST) bB4 699 1160 1625 _ .2564 3466 2816 3302 1153 1369 1585 244 4401 131 .. la' -Y TO U'-4' (PRECA9T7 9'-5' TO 10'-6' !PRECAST) 475 535 690 1241 2093 2111 2163 2536 ; .1220 13'-5' TO 14'-0' (PRECAST) 384 355 360 724 559 1054 . 10-T TO 11'-4' (PRECAST) 362 562 945 1366 1646 2423 3121 4096 a78 1131 NR 294 91 14'-9' TO b'-4' (PRESTRESSED) 313 11'-5' TO 12'-0' 0-R'ECA6T)331 621 169 540, 873 1254 1684 2153 2805 3552 263 405 521 635 156 813 12'-r TO 13'-4' (PRECAST) 296 411 755 1015 1428 1838 2316 2853 54l 641 -141 NR 248 52 Is' -5' TO 21'-4' (PRESTRESSED) 142 424 106 1002 1326 1691 2121 2630 13'-5' TO I4'-0' (PRLCAST) 219 191 295 5M 462 546 630 NR 14'-1' TO 14'-e' (PRESTRESSED) NR NR NR NR NR NR NR NR 561 NR 91 30 ;:fL^,.%. .. .E�+R..... ;;'.13::: 489.:a d•�*6 .: ;` HG`,t.... .#f1'6 ::% :-:- 14'-9• TO 6'-4' (PRESTRESSED) NR NR NF - - NR NR NR NR NR NR SIR NR NR NR NR NR TO n'-4' IRFEs7RESSEDJ NR NR NR NR NR NR NR NR 17'3' TO 19'-4' (PREstir.£55ED) NR 19'-5' TO 21'-4' (FPRESTRESSED) NR NR - � NR . 3h�. :: : NR 89&*. .::::' NR ..::11f!?' NR NR , tom:. NR HS•fe8:.::: NR - NR NR NR NR NR NR 21'-5• TO 22'4)' /PRE97RE59ED1 NR :.:.. ..��....,:.. ... .:..... '., NR NR NR NR NR NR NR 22'-1' 10 24'x• (1=RE57RE55ED) NR ar !=- LVHLID [LGAfrl/0 4-41amw r'KCL.AiCI U -LIN ItLO UPLIFT LATERAL OVERALL LINTEL LENGTF4 (TYPE OF LINTEL) 0FO-IT 8FI2 IT 5F16 IT aF20 IT Sn4-IT MS2 IT 5F32 -IT EU8 OF8 RLT'&J $4'iy,T, #-�T, 3%?{P'.-T $1,2'7 ✓5�2#Y€.', .: 1'k'i�Srl'J' ,`if 2'-8' TO 3'-6' (PRECAST) 1569 2655 3524 4394 5263 6132 7001 1025 1024 1599 758 151 1164 3'-1' TO 4'-0' (PRFCAST) 561 2305 3060 3815 4510 5325 6019 765 763 1309 ,__1363 4'-r TO 4'-6' (PRECAST);: 120)7 2040 2107 3315 4043 4111 5319 592 1791 1013 .: :.°;i;<d7 _ Fn�+id.+ 3',t�3 _ , ?9''�.:-:= _+?P143 : � : >�kZti .::>^a;`}'Y3'i: 4'-1• TO 5'-4' (PRECAST) 1016 r5 2216 2638 3399 3961 4522 411 'Al 143 ::=: 76016 Myi ?27& 8696---' d3g5: ,:9$84 '.0'4833 5'-51 TO 5'-10' (PRECAST) 909 561 2050 2593 3101 3624) 4133 340 339 616 -.::3i�dt .:--::413#.. 5' A' TO 6'-b' (PRECAST) 835 1401 1869 2329 2150 3251 3112 501 121 4W .,: W-1' TO 1'-18' (PRECAST) In X65 1624 2025 2426 2821 3225 424 534 363 ,:'f2'T rl�'# i$��' '� -.- 24'7&• - 2 7$ '.: T -l' TO 9'-4• (PRECASV 591 108 1136 1474 156 257 2300 326 512 230 ....: .. ;'.'!F�} .: �hA _. ?�IQ:. .1$++'i �::` . 196"Q .. � :: 229?F ..:?d1'4 :ii 9'-5' TO 10'-6' (PREC497) 530 5l5 916 1188 1461 M36 2041 284 401 150 :,53t3 EREM 1168' 1477 __ 3is* S34i'v . I0' -l' TO 11'-4' (PRECAST) 414 504 900 1031 1214 1513 n53 260 462 154 ;'d?ad: s:!??rk �; 3'd'� ..::, 18+a�..:::' 1515 �1{i�T.:: 11'-5' TO 12'-01 lR#CAST) 410 456 124 938 1153 1369 1585 244 4401 131 .. la' -Y TO U'-4' (PRECA9T7 410 386 bel 185 %4 1143 1323 212 324 ikV ; .1220 13'-5' TO 14'-0' (PRECAST) 384 355 360 724 559 1054 . 14'-I' TO K' -e' (PRE51RE65ED) 739 334 520 Eli 825 a78 1131 NR 294 91 14'-9' TO b'-4' (PRESTRESSED) 313 486 621 169 911 1954 NR 259 63 ;,;,224 „ W-5' TO n'-4' (PRESTRESSED)-, 161 263 405 521 635 156 813 NR 154 64 A'ik ... ':tom .: IT' -5' 10 19'-4' (F'I�STRESSED) 162 229 348 441 54l 641 -141 NR 248 52 Is' -5' TO 21'-4' (PRESTRESSED) 142 204 301 393 4s0 568 655 NR 125 42 21'-5' TO 72'-0' (PRESTRESSED)_. 131 191 295 5M 462 546 630 NR Iy {0 Jai 11 3 3s&' S•}3 - 1!~SR -- Rhe -999 -i 22'-r t0 74'-0' (PRESTRESSED) 124 11 1 261 1 342 416 492 561 NR 91 30 ;:fL^,.%. .. .E�+R..... ;;'.13::: 489.:a d•�*6 .: ;` HG`,t.... .#f1'6 ::% D rKCC.N."1I w/C-KCL-150 VVVK U-LINItLO ".JAPE LOAD`S (L55/FT) UFL IFT GRAVITY OVERALL LINTEL LENG744 R -05 5 F10-05 $W4-0 8�1s- ef;F27 6 -OB 91 30-0 (TTPE OF LINTEL) aRub - (TYFB OF LINTEL) 3'-6' TO 4'-4' (PRECAST! 1149 1635 3355 3250 4349 5421 6493 1561 758 151 1164 4'-5' TO W-6' (PR£CA$T)..:, 561 1604 2272 2939 3601 4215 4949 4'-5' TO 4'-b' (PIRECA5TJ 1494 596 3063 2992 3%8 4946 5924 6904 405 401 655 655 1207 1146 2239 2133 4'-Y TO 5'-8' (PRECAST) 160 866::mm 1110 n16 2711 2839 3402 3566 392 381 616 510 929 630 859 1653 1600 2124 2649 3114 3100 5'-9' t0 9'-I0' (PRECAST) 910 > 33�,,, ...... .... ; :: ; :e... 22592M151:;:: 595 198 464 901 1625 3120 5048 1141 9448 1360 5'-3' TO b'-6' (PRECAST) 197 MiKEEME 6'-9' TO 1'-6' (PRECAST) § .,: 701'-6'(PRLCAST) 155 669 4490 2459 3116 5143 1239 5623 468 '.1$$.j ...?;:...�"?: .... :......:: .'..4'243 1859 T-1' TO 9'-e• (PRECA5T) 466 411 999 5b8 2253 3129 4@91 3146 - .. 2&;- e' PRECA5T W/Y RECESS DOOR U -LINTELS SAFE LOADS (L58/FT) 1* -4- UFL IFT OVERALL LINTEL LENGTiI 81 6-1i 9RFi0-IT 61 14-R sR=S- 8, 22-h OW7.6-IT BW30-IT - (TYFB OF LINTEL) 9RF6 1[.^•NU 3'-18' TO 4'-4' (PRECAST) 905 1669 2362 30% 3151 4445 5140 758 151 1164 4'-5' TO W-6' (PR£CA$T)..:, 561 1604 2272 2939 3601 4215 4949 694 693 1013 4'-l' TO 5'-H' fPfEGA6T1 615 1269 ,,, F t 1191 2326 2654 3362 3911 405 401 655 655 1207 1146 2239 2133 3286 3199 5'-9' TO 5'-10' (PRECAST) 392 381 616 510 929 630 590 2429 2819 3329 5'-11' TO 6'-8' (PRECAST) ....: 595 198 464 506 7<2 1369 1165 2166 2561 2%e 6'-9' TO 1'-6' (PRECAST) § .,: 509 614 363 3% 468 984 1222 540 1859 2160 7'-7• TO 9'-6° fPRECAST) ....?. .�'....3_.' ..4 ...-kl<:;:. 17#11'....::: - 910 499 214 ARCHITECT S Design Group Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIY. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT= STATE OF FLORIDA - -� DATLO`= /3/18 8C :1/41v=19-099 s ET 5 D OF 9 �IIII'll'll \000000000► SUBDIY. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT= STATE OF FLORIDA - -� DATLO`= /3/18 8C :1/41v=19-099 s ET 5 D OF 9 LINTEL PLAN SCALE: 1/4 = 1'-0' ELEVATION '8' QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.O. Box 11 - Brandon, Florlda 33509-0011 L NO REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES COMMENTS L-1 ll' -4' "644MIL SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS S/14-841AWOJL RECESSED LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN CAPACITY WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACIT Y CAPACITY (0)#5L (1)#5 (1)#5L (1)#5 (0j#5L (1}#5U (1)#5L (2)#5U 4314 7-6" b'-2" (0)#5L(1)#5U DETAIL'[' DETAIL'J' DETAIL'H'&'J' DETAIL'K' - -6' (0)#5L(1)#5U (1)#5L(1)#5U PRECAST (1)#5L(2)#5U 100000 3071 N-6" 1 2'-7' PRECAST (2) D4.5WIRE 2 No.3 10000 (1)#51.(1)#5U 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 DETAIL'U' DETAIL'V DETAIL'U' &'V DETAIL'W' 2'-10" 1'-6" PRECAST 2 D4.5 W IRE 2 No. 3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2)D4.5WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'�" PRECAST (2) D4.5 W IRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 W IRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 W IRE 2 No. 3 9576 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 W IRE 2 No. 3 7009 10000 10000 10000 6-10" 4'-6" PRECAST (2) D4.5 W IRE 2 No. 3 5700 10000 10000 10000 6'-6" 5'-2" PRECAST (2) D4.5 W IRE 2 No. 4 7924 10000 9263 10000 7-6" 6'-2" PRECAST (2) D4.5 W IRE 2 No. 4 5748 10000 6723 10000 7'-8" 6'-4" PRECAST (2) D4.5 W IRE 2 No. 4 5473 9564 6402 10000 &-o" 6'-8" PRECAST (2) D4.5 W IRE 2 No. 4 4978 8706 5824 10000 8'-4" 7'-0" PRECAST (2) D4.5 W IRE 2 No. 4 4546 7957 5320 10000 9'-4" 8'-0" PRECAST (2) D4.5 W IRE 2 No. 4 3536 6205 4141 7410 10. 6" 9'-2" PRECAST (2) D4.5 W IRE 2 No. 4 2725 4798 3194 5322 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 3615 5348 2699 4424 12'-0" 10'4" PRECAST (2) No. 3 2 No. 5 3191 3670 2379 3894 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 2919 1 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) 7116 strand + 3326 3326 1829 2919 2 No.4 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 + 7346 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'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1737 1 737 959 1778 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1516 1516 839 1620 2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1420 1420 787 1 551 2 No.5 (2) 7/16strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 1250 1250 658 1300 QUALITY PRECAST COMPANY 'STRONG' ON SERVICE P.O. Box 11 - Brandon, Florlda 33509-0011 L NO REINFORCING SCHEDULE & LOAD CAPACITIES 1 G% 1fLENGTH 9'-4' BFRCx. HT. COMMENTS L-1 ll' -4' "644MIL MSTF;r=w=D L-2 4'-6' S/14-841AWOJL RECESSED L-3 4'-8' Imb-b-MMmJL GRAVITY L -3A 4'-6' W6441JUKO L LENGTH L-38 4'-6' 8116-541JUKOIL CAPACITY L-4 i'-6' M-541MIJL 5'-2' L-5 'I'-8'M-Sd1JMUL (0)#5L (1)#5 (1)#5L (1)#5 4'-8" 3'-4" REINFORCING SCHEDULE & LOAD CAPACITIES (2) D4.5 WIRE 2 No. 3 SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS 4'-0" PRECAST LINTEL CLEAR LINTEL TYPE LINTEL STEEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY 5'-10" UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY 6-6" 5'-2' PRECAST (2) D4.5 WIRE (0)#5L (1)#5 (1)#5L (1)#5 (0j#5L (1}#5U (1)#5L (2)#5U 4314 7-6" b'-2" PRECAST DETAIL'[' DETAIL'J' DETAIL'H'&'J' DETAIL'K' - -6' R AS 2 D4.5 WIRE 2 No. PRECAST 1 00 100000 3071 N-6" 1 2'-7' PRECAST (2) D4.5WIRE 2 No.3 10000 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2' PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6-6" 5'-2' PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" b'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 3183 T-8" 64' PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-41 V-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-7' PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1568 1568 1222 1568 17-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 17-6" 11'-2' PRECAST (2) No.3 2 No.5 1354 1354 981 1354 134" 12'-0" PRECAST (2) No.3 (2) No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 831 831 6'-8" 5'4" (2) 7116 strand + PRECAST (2) D4.5 WIRE (2) No.4 606 14'-8" t d 13'-4" PRESTRESSED (2) No. 3 (2) No. 4 1419 1419 850 1347 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 UPLIFT SAFE LOAD - #5 ( OLI(0) L I SOLID #5 1) U 1 L #5 (2) U (1 J L DETAIL'DU' &'DV DETAIL'DW 3'-8" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOP LEG BARS: (SEESCHEDULEI 2) No. 4 TOTAL CLEAR DOOR ENGTH SPAN SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL LATERALSAFE LOAD STEEL BOTTOM PLAIN SOLID BAR DETAIL'DA' DETAIL'DB' 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.4 1640 1790 3'4" 2'-4" 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 74" PRECAST (2) D4,5 WIRE (2) No.3 2 No.5 1410 4'-0" 2'-8" 2'4" 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 PRECAST (2) D4.5 WIRE (2) No.3 1259 2 No.5 4'-2" 2'-10" 2'-6" PRECAST 2P-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 834 834 390 763 (2) D4S WIRE (2) No.3 1137 1137 2) No. 5 3'-0" 2'-8" PRECAST (2) D4,5WIRE 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2) No.3 929 929 4'-8" 2 No.5 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] . NOMINAL W IDTH J I 24'-0" 22'-8" I PRESTRESSED (2) No.3 ) 1 6s ran + 2 No.S 642 642 306 599 CLEAR SPAN LOAD E1x. WALL. LATERAL SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L DETAIL'DU' DETAIL'DV UPLIFT SAFE LOAD - #5 ( OLI(0) L I SOLID #5 1) U 1 L #5 (2) U (1 J L DETAIL'DU' &'DV DETAIL'DW 3'-8" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOP LEG BARS: (SEESCHEDULEI PRECAST (2) D4S WIRE TOTAL CLEAR DOOR ENGTH SPAN SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL LATERALSAFE LOAD STEEL BOTTOM PLAIN SOLID BAR DETAIL'DA' DETAIL'DB' TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTELSTEELTOP WIRE/ BAR LINTEL BOTTOM BAR GRAVITY SAFE LOAD PLAIN SOLID SOLID #5 (1) U (0) #5 (1J U {1J L DETAIL'DA' DETAIL'DB' DETAIL'DC' UPLIFT SAFE LOAD SOLID #5 (1) U (0) L #5 1 U 1 L #5 (2) U (1) L DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1640 1790 3'4" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 74" 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'-2" 2'-10" 2'-6" PRECAST (2) D4S WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4S WIRE (2) No.3 1137 1137 4'-4" 3'-0" 2'-8" PRECAST (2) D4,5WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 929 929 4'-8" 3'4 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 6-B" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 606 1097 6'-8" 5-4" 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 7'-8" 6'4" 6'-0" PRECAST (2) D4.5 WIRE (2) Na.4 542 669 669 462 537 9'-8" 8'-4" 6.0" PRECAST (2) D4.5 WIRE (21 No.4 294 510 TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S -SOLID LINTEL LOWER LINTEL CAVITY [8xl 6-P-1 L/l U] . NOMINAL W IDTH J I ` QUANTITY OF #5 BAR AT NOMINAL HEIGHT -f UPPER LINTEL CAVITY EXTERIOR MASONRY 8'-4" 6.0" PRECAST 1 (2) D4.5 WIRE (2) No.4 396 489 489 WALL BFB. HEIGHTS 393 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN LOAD E1x. WALL. LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L DETAIL'DU' DETAIL'DV UPLIFT SAFE LOAD - #5 ( OLI(0) L I SOLID #5 1) U 1 L #5 (2) U (1 J L DETAIL'DU' &'DV DETAIL'DW 3'-8" 3000 PSI GROUT (PLACED IN FIELD72, TOP LEG BARS: (SEESCHEDULEI PRECAST (2) D4S WIRE (2) No.3 10000 10000 z• 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (1) #5 CONTINUOUS REQ'D. ,1�1 �O/ WALL NON-� Y1 10000 10000 4'-2" 2'-10" 2'4" PRECAST (2) D4.5 WIRE PER STRUCTURAL PLAN 9563 10000 10000 10000 44' S-0" AM PRECAST (2) D4.5 WIRE 7/32"STIRRUPS AT 4'-0"cc 8654 10000 10000 10000 r`,pD S-4" U7 PRECAST (2) D4.5 WIRE (TIED OR WELDED) 7102 10000 9975 10000 6-8" 4'4" < PRECAST (2) D4.5 WIRE BOTTOM BARS 4336 10000 6110 10000 6'-6" 6-4" 5'-0" PRECAST (2) D4S WIRE SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA END - 4" 3.STAN DARD FOR REIN F. STEEL-ASTMA615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) z• z• Ir (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN -:IOD 7/32" STIRRUPS AT 4'-0" cc .`eco (TIED OR WELDED) n BOTTOM BARS •-u I. SEE SCHEDULE NOTES: - --� 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS DOOR HEADER SECTION PRECAST CONCRETE 9'-8" 8'-4" 6.0" PRECAST 1 (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 WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L DETAIL'DU' DETAIL'DV UPLIFT SAFE LOAD - #5 ( OLI(0) L I SOLID #5 1) U 1 L #5 (2) U (1 J L DETAIL'DU' &'DV DETAIL'DW 3'-8" 2'4" 2'-0" PRECAST (2) D4S WIRE (2) No.3 10000 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 10000 1 10000 10000 10000 4'-2" 2'-10" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 9563 10000 10000 10000 44' S-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 8654 10000 10000 10000 4'-8" S-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 7102 10000 9975 10000 6-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 4336 10000 6110 10000 6'-6" 6-4" 5'-0" PRECAST (2) D4S WIRE (2) No.4 5323 10000 4103 10000 7'4" 6'4" 64" PRECAST (2) D4S WIRE (2) No.4 3810 10000 2929 9691 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2202 5434 1680 5174 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x16" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE/ BAR BOTTOM BARSOLID GRAVITY SAFE LOAD SOLID SOLID #5 (1) U (0) L #5 (1) U (1) L DETAIL'DH' DETAIL'DP - UPLIFT SAFE LOAD SOLID #5 (1) U (0) L #5 U L #5 (2) U (1) L DETAIL'DH' &'DY DETAIL'DK' 3'-8" 2'4" 2'-0" PRECAST (2) D4S WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" S-0" 21-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 - 7835 - 8173 4'-8" 3'4" 3'-0" PRECAST (2) D4S WIRE (2) No.3 2990 7025 6382 6382 64" 4'A" 4'-0" PRECAST (2) D4S WIRE (2) No.3 1819 4139 3839 3839 6'-6" 5'4" 6-0 PRECAST (2) D4S WIRE (2) No.4 2976 2976 2676 2737 7'-6" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9' 8" 64" 81-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL WIRE / BAR BOTTOM BAR GRAVITY SAFE LOAD SOLID PLAIN #5 (1) U Tal L DETAIL'DE' DETAIL'DF' UPLIFT SAFE LOAD SOLID SOLID ##5(1) UU(0) LL #5 (2) U(1) DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 24' PRECAST (2) D4.5 WIRE (2) No.3 1 2970 4965 4401 4401 4'-2' 2'-1 0" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 2'-8" PRECAST (2) D4S 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 6-8" 44" 4'-0" PRECAST (2) D4.5 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" 64" 6'-0" PRECAST (2) D4S WIRE (2) No.4 1409 1409 1188 1267 9'-" 64" 8'-0" PRECAST (2) D4.5 WIRE 1 (2) No.4 1000 1000 686 903 ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: LINTEL PLAN (QUALITY - PRECAST) ARCHITECT STATE Cr- FLORIDA rS3:)ATE 4/3/18C /4"=1,-0,1HLET 5 E or9 2x12 (112 SYP) 1/16,065 (T1rP.J NAIL (3) 12d a 6'-8' Or., TYP. 2x12 BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REOUIRJEMENTS MAXIMUM HEADER SPAN (ft.) CONNECTOR SCHEDULE CONTROL DATE: 01-01-15 5'-01 To SIMPSON UN.O' USP I) II II II II II II II II DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER NUM5ER OF HEADER STUDS META -16 1450 HTA 16-I0 1400 (7) 10d x 1 112' I -PLY, (6) V d 2 -PLY, (USP: (10) IOd X 112' - NO 16d OPTION) 1 (Z) META -I6 two, (2) HTA 16-18 2800 (10) 10d x 112' I -PLT, (14) I6d 2 -PLT (USP: NO 16d OPTION) 2 META -16 1810 NTA 16 1615 (9) IOd x 1 1/2' I -PLT, (8) 16d 2 -PLY USP: (10) 10d x 1 12', NO I6d OPTION 3 HEtA-20 laic HTA 20 1615 (9) IOd x 1 1/2' I -PLY, (8) 16d 2 -PLT - USP. (10) 10d x 1 12', NO I6d OPTION � Z (2) HE7A-2O 2035 2500 (2) HTA-20 3110 - (10) 10d x 1 12' I -PLY - USP: (10) Icd x 1 12' (12) I6d 2 -PLY (USP: NO I6d OPTION) - O LC.7-2 2150 LUGT-2 1315 Cl) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: MILK (5) 1/4' WB, WOOD (16) 19d (n DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (10) - IOd x 1 12, 1 PLY < MGT 3965 MUGT 4000 (I) 5/S' AT.R IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (22) 10d TO WOOD (USP: (28)10.1 TO WOOD) II HGT-2 • 69980 NUCsT-2 3365 (2) 3/4' ATR M NIGH STRENGTH EPDXY (MILL 12' EM5ED), (16) loci YO WOOD (USP: WOOD (Bl loci) HG7-3 + 10530 HUGt-3 9369 (2)3/4'4,T -R- tNHIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d) LBW LGT3-6DS2S 3285 LUGT-3 5330 (12) SDS 1/4'4112* TO GIRDER (4)3/8'x 5' TITEN HD 70 WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25) LBW LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 WALL - (10) lod x 1-12' (USP: (10) 106 x 1 12' - VGT 4940 NO USP CONVERSION FOR SIMpScN VGT (1) S/0'ATR. IN HIGH STRENGTH EPDXY (MIK 12- EMBED), (16) -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD8 1/4'X3' / 2 PLY M76-12 1900 MTW 12 1595 04) 10d x 1 12' - (USP: (14) 10d x 1 I2', (14) 10d) HT5-16 1150 NTW 16 1660 (16) Iod x 1 12' (USP: (16) 10d x 1 1/2, (16) 10d) HT6-20 1450 HTW 20 2045 - (24) 10d x 1 12' (USP: (24) 10d x 11/2", (20) 10d) HTS -24 1450 1 -TW 24 2045 (24) IOd x 1 1/2" (USP: (24) 60d x 1 1/2', (20) 106) _ LSTA-12 925 - LSTA 12 1410 00) lod USP: (10) IOd - - - LSTA-18 •• 1235 LSTA IB 1360 1 (14) 10d USP: (14) 10d - X MSTA-18 ++ 1315 MSTA-IS 1315 (14) IOd USP: (14) IOd - 0 MSTA-24 - 1640 MSTA-24 1150 (la) Icd USp, (18) loci Q.. MSTA-30 - 2050 MTA -30 2140 (22) I9d USP, (22) 10d M5TA-36 .+ 2050 M5TA-36 2525 (26) loci USP, (26) 10d F-- M5TI-36 3800 KSTI 236 3090 (36) IOd x 1 12' USP, (36) 10d x 11/2' M5TI-48 5065 KTSI 248 4250 (48) IVd x 1 1/2' USP: l48) 1@d x 112' III 146 S50 LFTA 6 1595 - (8) 8d TO PLATES, (B) ad TO STUDS (USP: Or.) 8d x 1 1/2', (16) 8d) 5P4 am SPT 4 945 (6) IOd x 1 12' TO STUDS USP, (6) 10d x 1 12' TO STUDS 434 395 MP 34 410 (4) Sol x 1 12' TO SEAM, (4) 8d x 1 12' TO POST. USP: (4) Sol x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. HCP2 645 HHCP 2 1010 (12) Rod x 1 12' USP, (10) 10d x 1 12' TO TRUSS, (10) IOd X 1 12' TO PLATE PLO5 HIDA 1340 RT I&A 2180 (18) 10d x 1 12' USP: (9) I0d x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE - VGT a HDU4 4565 PND 4A 4535 - - (I6) -80S 114'x3' TO WOOD, (10) -SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WA5HER2 PLY USP: 5/8' ATR MN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS PLO VGT a N016 4940 TDX 10 5110 - (16)-SD'J 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WA5HER2PLY USP: 1!5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' TNRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (U 5/8" AT.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (122) 16d TO WOOD USP: SAME AS SIMF'SON ABU 66 2300 lRooc PAU 66 2535 13815 (1) 5/8' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBEDJ IN CONC, (WA&d TO WOOD USP: SAME AS SIMPSON t%) LTT19 +++ L340 LTS 19 1205 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC, (B)lOdl TO WOOD USP: SAME AS SIMPSON Ltt20B +++ 11500 LT9 2OB 1105 - (1) 12' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) M CONIC., (loAod TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) lod, (10) IOd x 1 I2', 2-1/2' - u Z HTT4 4.455 HTT45 4465 (1) 5/B' ATR M NIGH STRENGTH EPDXY (MIK 1' EMBED) IN CONC., (16) 60-0 X 1 12' CUSP: (20) I66 X 2-129 USP WAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) 16d x 2 12' Q HTT3 5090 HTT45 5430 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MINE 1' EMBED) N GONG, (26) I6d X 2 12' (USP: (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS: (28) 19d, (28) 10d x 1-12', (20) I6d x 2 V2' O HI.IDG II -SDS 23+ IIb10 UPHD II 12090 (U I' A.T.R. N HIGH STRENGTH £FOXY, (MIN_ 10' EMBED-) M CONC_ (24) SDS YW x 215' WOOD SCREWS (USP: (24) W93 WOOD SCREWS) NDTB 6645lm"�, TDX 10 5110 (1) 1/8' AS- N HIGH STRENGTH EPDXY, CM IN_ 1' EMBED-) IN GONG., (3) 3/4' STUD 5OLTS TO WOOD (USP: (4) 1/8' BOL YS) _ _ MSHA 3B6/1125 -SIMPSON:(1)3/4"A7AINHIGHSTREWTHEPDXY,(MINE6.15"EMBEDMENT)IN 3415 NRM35XI2U 3165 1130 CMU.TOP, I)3/4' AT.IC N HIGH STRENGTI-I EPDXY, MIK 6.T3' EMBEDMENT) N CMU. FACE, (18)10.1 TO REAM USP= (1) 12' J -BOLT 1W MINIMUM 6: EMBED. a NOT LESS THAN 4'FROM EDGE OF CON- W/ 3/4'DIA ITW RAMSET 1R =HEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MRd5'EMBED DEPTH INSTALLED N THE FACE.(14 IW HUSC412 (WOOD) 3635MS41'21F 2530 (FLR) 306c 3225 (ROOF) 00) 16d TO HEADER (10) 16d TO WOOD USP, SAME AS 8" --,ON Z a - HUC410 (CMU) 010 5085 1-ID410 IF 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: 013) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 WD210-21F 1906 3175 (18) 1/4'x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP, (18) 1/4'x 3' WS3 SCREWS, (10) 19d TO WOOD WUC210-3 (CMU) 1810 4@OO ND210-31F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4'x 3' WS3 SCREWS, (10) IOd TO WOOD LGUM26-2-SDS 1430 5555 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMI-), (4) 1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITUTNG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. X11 + WHERE ANCHOR EMBEDMENT 18 GREATER THAN T DEEP, THE VERTICAL CELL IN GI -TU. WALL MUST BE FILLED SOLID w/ GROUT_ .. 10d COMMON NAILS CAN BE SUBSTITUTED WI7W 10d x 1 V2' NAILS N CONJUNCTION WITH A 23Y. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARC-PITECT IS REHIRED FOR THIS APPLICATION PRIOR TO NSTALLATIOt1 In ++ MNIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL Be 1' Ld OATR - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES)) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESFiONSIBLE FOR MAKING SUP.£ THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / "VG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM TWE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WND-RESISTANT CONSTRUCTION C-HIU09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE a MASONRY CATALo,- C-SA5-2012. 2x12 (112 SYP) 1/16,065 (T1rP.J NAIL (3) 12d a 6'-8' Or., TYP. 2x12 BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REOUIRJEMENTS MAXIMUM HEADER SPAN (ft.) UP To 5'-01 To gI-m" UN.O' II II II I) II II II II II II II II 4'-111/21 T-11 1/2' AND UP NUM5ER OF HEADER STUDS II (I II II II - II O II I I I I I I II II II II II II II - II (I II II II II II I TRl-ISS TO 4x6 II II I I SUFTItM l NCs END OF HEADER 1 2 3 NUMBER OF FULL LENWH STUDS 1 2 POST W/ MTS -12 AT EACH END OF HEADER I( I I (( 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 1 TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE SECURE (2)2x12/LVL BM � TO PT 6x6 POST W/ (2) s�` MSTA-24 POST TO SLAB W/Al:3U-66 (4-TYP) GJ2E (2)MTS- 12 CJ4E F03 HvG-410 Feb tu Lu Lu Ul lU %u W - W W- W W U! Ll V 7 7 7 7 V _ - �I 10 OF OOF I1 a a a a" a1 11101 a :1 N i ,pw CJ2E CJ4E-,— (2JMTS-12 C4 C4 C4 C4 C4 'Q 4 Q Q y� •� q q V 4 FIRST FLOOR ROOF FRAMING PLAN ARCHITECTS Desn Grouo1nc. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 11 11 II II II II II II II II II II II II II II II II II II II I) II II II II II II II II II II (I II II II II I I II II II ( I II (I II II II - II O II I I I I I I II II II II II II II - II (I II II II II II I TRl-ISS TO 4x6 II II I I - II I) II II II II (I II I I I I I I POST W/ MTS -12 I I I( I I (( I It POST TO SLAB II II II II II WTT-4 II II II II II II II II I __IL_ _ L_ J L..,.1L_ji _Ji 11. LBW LBW = _ = = = = = P�02 FLIO — —�t ----------- \000000000 PLtmPLOD _ - _ _ _ _ _ _ _ _ _ X N PLIO— ^ 1-%04111N V _ - _ _ _ - - - _ _ _ - _ III IIIA PLO5 — — — — ------- — — PLO If - - - - _ _ = PL04 DBL S?UD - rz O _—_ _ _ _ _ _ _ = PL03 Lz Z =M PL03 X11 FLII N PL®3 II _4—_ z= _ _ _ _ _ = 11 FLO3 PL12GE II PL02CsE 3 r- -- - _ — -- FLOI 2x6 LEDGER TO -- ------ ---- - - TRUSS W/ 3/6'X4' - E®1 - LACs SCREWS a 16' - - _ _ = PLOI IT O.G. MAX C.JIA I. 1. III --------------- - PLO] (2) 2X12 BEAM - I— �N,1C-¢�- ------------- (2) MEt,4_lb-- ----- ----- ----- ----- ----- ----- -- - PLOi FGO _ 3 _ _ _ _ _ _ -- I HUC-410 l 4 - -- - ---- ---- ---- --- --- ---- ---- ---- -- -- - ! D6 2 CJ1A CJIA (2) META -16 8 4-4-4-14-4-1 — C4 C4 C4 C4 C4 'Q 4 Q Q y� •� q q V 4 FIRST FLOOR ROOF FRAMING PLAN ARCHITECTS Desn Grouo1nc. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SUHDIV. & 3LO7 KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FIRST FLOOR ROOF FRAMING PLAN ARCHITECT= STATE OF FLORIDA DA : *,/3/18 3C :1/4"=1'-0" S ET 6 OF` 9 2x11 (42 SYP) 1/16' 060 (TYPa NAIL (3) 12d 6'-8' OIG. "I 2x12 BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIFeEME:NTS MAXIMUM HEADER SPAN (Fta CONNECTOR SCHEDULE CONTROL DATE: 01-01-15 5'-0' TO SIMPSON U'O' USP '1'-11 1/2' AND UP NUM5ER OF HEADER STUDS DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 2 META -16 1450 HTA 16-I5 1400 (7) 10d x 1 112' 1 -PLY, (6) I6d 2 -PLT, (1.1511: (10) IOd X 1112' - NO 16d OPTION) AT EACH END OF HEADER (2) META -16 1985 1900 (2) NTA 16-18 2800 (10) 10d x 1 1/1' I -PLY, (USP: (10) 10d x 1 1/21) - (14) I6d 2 -PLY (USP: NO I6d OPTION) µETA -16 1810 HTA 16 1615 (9) 1061 x 1 1/2' I -PLY, (8) I6d 2 -PLT USP: (10) 10d x 1 1/2', NO I6d OPTION HETA-20 1810 HTA 20 1615 (9) IOd x 11/2' 1 -PLY, (8) I6d 2 -PLY USP. (10) 10d x 11/2', NO I6d OPTION u n n I (2) HVA -20 2035 2500 (2) PTA -20 3tt0 (10) 10d x 1 12' I -PLY USP: (10) 10d x 1 1,12, (12) 1661 2 -PLY (USP: NO I6d OPTION) Z 0 LGT-2 2150 LUGT-2 1915 (1) - I/4' x Z 1/4' TITEN, 2 PLY (USP: ELK (5)1/4' UJB, WOOD (16) 6961 V) PETAL -20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 1/1, 1 PLY —A MGT 3965 MUST 4000 (I) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (22) 10d TO WOOD (USP: (28)1061 TO WOOD) HGT-2 + 10980 µULT -2 9365 (2) 3/4' AT.R N µIGH STRENGTH EPDXY (MILL 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 . 10530 HU T-3 9365 (2) 3/4' A.T.R. N HIGH STRENGTH EPDXY (MIK 12' EMBED), (16) loci TO WOOD (USP: WOOD (8) loco LGT3-9062.5 3285 LWT -3 5330 (12) 5D5 V4'x2 1/2' TO GIRDER (4) 3/9'x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W625) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA WALL 1555 - (10) 10d x 1-1/2' (USP: (10) IOd x 1 12' VGT 4940 NO USP CONVERSION FOR SIMPSON VCgT CV 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (161 -SDS 1/4'X3' TO WOOD (2) VGT 1185 NO U5P CONVERSION POR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY MT6-12 6900 MTW 12 1595 (14) 10d x 1 12' - (USP: (14) 10d x 1 12, (14) 10d) — µTS -16 1150 HTW 16 1660 (16) 606 x 1 12' (USP: (I6) 19d x 1 1/2', (16) 1061) POST OR 51 -KG- t0 CMU W/ NTT -4 HTS -20 - 1450 "TW 20 2045 (24) IOd x 1 12' CUSP: (24) God x 1 1/2', (20) 10d) 14TS-24 1450 µTW 24 2045 (24) 10d x 1 1/2' (USP: (24) 1061 x I V2', (20) 10d) LSTA-12 925 L5TA 12 910 00) lod USP= (10) lod LST4-18 •+ 1'133 LSTA IB 1360 (14) 10d USP: 04) 10d MSTA-18 «. 1315 MSTA-18 13B (14) 1061 USP: (14) lod M6TA-24 •« 1640 M5TA-24 iT5o - (18) 104d U5P: (18) IOd - CL M6TA-30 u 2050 MSTA-30 2140 (22) 60d USP: (22) 10d < M5TA-36 .+ 2050 - MSTA-36 2525 - (26) God USP: (26) 1061 _ _ = MSTI-3b 3800 KSTI 236 3090 - (36) 1061 x 1 V2' USP: (36) loci x 1 1/2' N MSTI-48 5065 KTSI 248 4250 (48) 1od x 1 12' USP: (45) loci x 1 12' µ6 950 LFTA 6 1595 (e) 8d TO PLATES, (8) 8d TO STUDS (USP: (16) ed x 1 1/2', (16) 8d) SP4 885 5PT 4 945 (6) lod x 1 12' TO 5TUD5 U51-: (6)10d x 1 12' TO STUDS A34 395 MP 34 410 (4) 6d x 112' TO BEAM, (4) 5d x 1 12' TO POST. USP: (4) 6d x 1 12' TO BEAM, (4) 8d x 1 1/1' TO POST. HCP2 645 HHCP 2 1010 (12) lod x 1 12' - USP, (10) 1061 x 1 12' TO TRJ55, 00)10d X 112' TO PLATE HIOA 1340 RT 16A 218o (18) loci x 1 12' USP: (9) 10d x 1 1/2' TO TRUSS, (e) 10d X 112' TO PLATE VGT 4 HDU4 4565 PHD 4A 4535 - 06)-806 1/4713' TO WOOD, (10)-5DS 1/4'x2 12' W/ THREADED ROD, (2) NUT5/W45HER2 PLY USP: 5/8' ATR M[N- 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 4 µD16 4940 TOX 10 5110 (16)-5D5 1/4713' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NU7S/WA5HE"PLT USP: 1/8' ATR MIN, 1' EMBED SET N HIGH STRENGTH EPDXY, (4) 1/5' THRU-BOLTS 45U 44 - 2200 6665 PAL 44 2535 6115 (U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC, (12) I6d TO WOOD USP: SAME AS SIMPSON ABU 66 - 2300 12000 PAU 66 2535 13815 (V 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN GONG, (12A6d TO WOOD USP: SAME A$ SIMPSON 0 LTTl9 ... LIAO LTS 19 - 1205 (1) 3/4' ATR N HIGH STRENGTH EPDXY, (Mn 1' EMBED-) N CONC, (8)10d TO WOOD USP: SAME AS SII"IPSON x O LM05 +++ Doc LTS 205 1105 (V 12' A R. N HIGH STRENGTH EPDXY, (MIN. 1' EMBED) N CONC, (ICAOd TO WOOD USP: 3/4' ATR MN 1' EMBED SET N HIGH STRENGTH EPDXY, (10) lod, (I0) 10d x 1 12', 2-V2' (� HTT4 4455 HTT46 4-4b5 (1)!5/0' QTR N µIGH STRENGTH EPDXY (MN 1' EMBED% IN CONC, (15) SDNO X I V2' (1.151-: (20) I6d )( 2-I2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 106 x 1-12', (20) 16d x 2 1/2' Z Q HTT5 5090 HT745 5430 (V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7 EMBED,) N CONG_ (26) I6d X 2 12' (USP: (20) I6d X 2-12V USP R45 MORE NAIL OPTIONS: (28) 10d, (28) IOd x 1-12', (20) I6d x 2 142' HHDQII-5D6 23+ 11010 UPHD 11 12090 (U P ATR. N HIC*4 STS$ 7WC TH £FOXY, (MIN- 10' EMBED-) N CGTIC., (24) SDS Ya' x 7Yi' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) W/ (2) MTS -12 µDIB 6645 TDX 10 5110 (1) 1/8' Ab- N NIGH STRENGTH EPDXY, (MN- 1' EMBED.) N GONG, (3)" 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) - M5HA 3,56/1125 3415 5330 NFM35X17U - - 3165 1130 - 6IMP'50N, (1) 3/4" ATR IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CML. TOP, AT.R IN HIGH STRENGTH EPDXY, (MIN 6.73' E eEDMENT) N CM.LL FACE, (ISAod TO SEAM USP= (1) 12' J -BOLT W/ MINIMLM 6= EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MN 5' EMBED DEPTH INSTALLED N THE FACE. 10d AT JOIST LLJ2660 7 HU5G412 (WOOD) 3635 (FLR) HUS4121P 3265 CROOPI 2530 (FLR) 9060 3225 (ROOF) (10) I6d TO HEADER (10) lbd TO WOOD USP: SAME AS VMIPSON - Z WUC410 (CM) 1810 5085 µD410 IF Mob 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO UX)OD: (USP: (18) 1/4' x 3' W63 SCREWS, (10) 60d TO WOOD, = WUC210-2 (CMU) 1810 5085 µD210 -21F 1905 3115 (18) 114'x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (U&P: (IB) 1/4' x 3' W53 SCREWS, (10) God TO WOOD _ _ HUC210-3 (CMU) 1810 4000 µD210 -31F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 F'ER RANGE) TO CM, (10) 10d TO WOOD: CUSP: (I8) 1/4' x 3' WS3 SCREWS, (10) 1061 TO UlOOD LGUM26-2-5D5 1 1430 5595 NO USP CONVERSION POR 51MP50N LGU-T26-2-5D5 (4) 3/8' x 4' TITEN HD ANCHORS (2 F'ER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SGRFWIS TO WOOD HIGH STRENGTH EPDXY - SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUB5TITUTNG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT- CONJUNCTION WITH A 23UCTION IN THE ALLOWABLE LOAD. WIRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION ++ 1md COMMON NAILS CAN 5E SI�STITUTED WITH 10d x 1 12' NAILS N . RED PRIOR TO INSTALLATION. V) «. MINIMUM EMBEDMENT NTO THE TOP OF A BONDBEAM WILL BE 5', MNA RM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld H O ATR . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) - Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPON510LE FOR MAKING SURE THAT THE PROPER CORR051CN PROTECTION 15 USED. - - CJ3 WHEN USNr. STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN 1,451NG IMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A617-1-AI53 II � �I U5E OF EXPANSION ANCHORS WILL BE EVALUATED ON AN IND114PL64L 54515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CON$TRIICTION CONNECTORS C-2013' , 'HIGH WND-RESISTANT CONSTRUCTION C-41409, AND ANCHORING 4 FASTENING SYSTEM$ FOR CONCRETE 4 MASONRY" CATALOG C-SA5-2012_ - 2x11 (42 SYP) 1/16' 060 (TYPa NAIL (3) 12d 6'-8' OIG. "I 2x12 BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIFeEME:NTS MAXIMUM HEADER SPAN (Fta UP TO 5'-0' TO 8' -ON U'O' 4'-111/2' '1'-11 1/2' AND UP NUM5ER OF HEADER STUDS II II II II II II II II 8UPPORTINCs END OF HEADER 1 2 3 NUM5ER OF FALL LEWxTH STUDS 1 2 II II II AT EACH END OF HEADER I II II = 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BYTRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4' MIN. FROM 2ND. FLR. LINE F-------------LINE-05 IST FLOOSeEL01lZ-------- ----7 I I I I 1 ' ,� 0 u 1 I 1 L------ ----J D5 LINE OF IST FLOOR BELOW 0 5 SECOND FLOOR ROOF FRAMING PLAN ARCHITECTS Des2GrOuO1nc . LUNGWUUU, FL 31/9U PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 CJi .0 II II " II II II II II II II I II II II '1 CJ1 II II II II II II II II I II II (2) 2XS SYM NOR W/ CJ3 = II II II II II II II U I II II = GJ3 4X4 POST UNDER II II II II II I II TRUSS A01 CJ5 = = u u u u n n I _ n n = —iffGJ5 TRUSS TO NDR W/ MTS -12 -_ A _—I—_NOR. t0 4X4 POST W/ — — —A _ _ A01 POST t0 4X4 BLKCs. W/ (U MSTA-30 (1) MST POST OR 5Ug1 TO CMU W/ 14TT-4 BIIIIIIIIII 36'X22' ==CK A02 TRUSS TO 4X4 POST W/ (2) MTS -12 ATTIC CCE SS 1 POST TO 4X4 5LKGL W/ (1) MSTA-30 — _' — — — — POST OR 51 -KG- t0 CMU W/ NTT -4 Ar A05 ASS Lu _ _ = t'j = _ _ _ _ = A05 _II A05 A05 0 _ A04 N I A03 TRUSS t0 4X8 POST TRUSS t0 4X4 POST W/ (2) MTS -12 _ _ _ _ _ _ _ _ _ = A02 W/ (2) MTS -12 POST TO CMU W/ 04 Nle POST TO 4x4 5Ugs. NTT -4 W/ (U MSTA-30 _ _ --�, ��� A06 POST OR 5LIl TO CMU W1 WTT-4 CJ5 - II 504 I �1� 504 CJ3 = II II � �I wII II I __� D5L.5TO 504 II '� _ _ _ _ _ = 504 J% I M ,n r 503 1 ( 2 D5 ( D5 LUNE OF 1ST — — — _ _ _ _ _ _ _ _ _ = 503 FLOOR BELOL 503 I i _ �- 503Gr= I 1 L------ ----J D5 LINE OF IST FLOOR BELOW 0 5 SECOND FLOOR ROOF FRAMING PLAN ARCHITECTS Des2GrOuO1nc . LUNGWUUU, FL 31/9U PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (IAT#119) MODEL: LARGO (VERSION#01) PROJECT: 02997.000 PAGE: SECOND FLOOR ROOF FRAMING PLAN aRC-irrEc-r= $SATE OF ROFUDA 4 DAT : 3/18 SC : 1/4"1 1-0" 9 ET OF 9 1 BIIIIIIIIII �v00000000! SUBDIV. & LOT: KENSINGTON RESERVE (IAT#119) MODEL: LARGO (VERSION#01) PROJECT: 02997.000 PAGE: SECOND FLOOR ROOF FRAMING PLAN aRC-irrEc-r= $SATE OF ROFUDA 4 DAT : 3/18 SC : 1/4"1 1-0" 9 ET OF 9 1 2x STUDS PER GENERAL NOTES SHEET (GN), SECTION TIMBER, NOTE 21. PRE-ENGINEERED FLOOR TRUSS SECURE PER FRAMING NOTES TRUSS SUPPORTED BY 2x6 LEDGER SECURED TO TRUSS W/ 3/8'x4' LAG SCREWS 9 16' O.C. MAX w GARAGE WALL RECESSED LINTEL FRAMING DETAIL EXTERIOR Cl PRE -ENGINES STRAPPING F 10'-8 J' 2ND. FIN. FLR. or 9'-4' Ir P.T. 1x2 W/ MTL 2x6 SUB -RANI (2) 2x12 HDR. ARCH CROWN ARCH SPRINGI TRUSS SUPPORTED BY 2x6 LI=DcA.-R 69CUtegD To TR1ss `0-0' FIN. FLR. FRAMED ARCH DETAIL : .2i4+_3 ARCHITECT S Design Group—nc . FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 momm SUBDIv. 8e LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: ENTRY SECTION DETAILS (ELEVATION A) ARCHITECT - STATE OF FLORIDA JAME:3 ALL AR 12079 DA �• /3/18 SHEET 8 or 9 �IIIIIIIIII ,0000vvovo, momm SUBDIv. 8e LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: ENTRY SECTION DETAILS (ELEVATION A) ARCHITECT - STATE OF FLORIDA JAME:3 ALL AR 12079 DA �• /3/18 SHEET 8 or 9 LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: LARGO MODEL COAG -I ~ ' - - _ LOAD INFORMATION VA 2169 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 64507' (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) HATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 248 saamw W deOw RALLLT SUBTOTAL OF GENERAL LOAD 47,753 FIRST 10 KVA OF GENERAL LOAD AT 100% 10D00 REMAINDER OF GENERAL LOAD 0 40%= 37,753 VA z (.4) 15,121 TOTAL NET GENERAL LOAD 25,101 5–TON HEAT PUMP#i 30 AMP X (240 VA) = 7200 iTPE) 5–KW ELECTRIC HEAT 5000 VA a (65%) 3259 EXTERIOR NET GENERAL IDAD 25,101 NET TOTAL HEAT,_10,450 TOTAL IDADI 34 CALCULATED LOAD FOR SERVICE 35,551 VA / 240 V– 148.13 200 AMP SERVICE TRANSFORMR SANK: DMVA VOLTAGE: 762 CA3200 -2401400 V SERVICE: SINGLE PWA15E TYPE: UNDEFIR'sROUND AVAILA5LE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE* (120/240 VOLTS) MAXIMUM PAULT CURRENT: 19390 amps POUTER COMPANY TRANSFORMER SERVICE 5Y OTHERS CrRADE LINE (3) • 1 Tww/rwm COPPER CONDUCTORS, (1) + 6 TNWpN/TMIUA41 COPPER OROUND IN 2" CONDUIT. v NEMA 3R 200 AMP COMBO VOLT VOLT DISCONNECT M AND METER CIRCUITS CAN MLO Zia PHONE / DATA WEATHER PROOF BOX 200 AMf= EL_ECtIRIC;AL_ fRISEfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF TH£ NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. n INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 014 TWWN/THU.N COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED T14ER E IS NO BOND/ICxROUND TO COLD WATER PIPE. CABLE / TV UJEATHER PROOF BOX — — — — — — — = — — — — — — — — — — — — — — — — — — — II II FAN/CEILNG ]LANAII-WIRE I CFAWCEILNG OUTDOOR I i I FRE -WIRE KITCHEK ; ROUC44-N 1 I WP GFI :D: GREAT ,�/ \ ROOM _ i / DINING FAWCEILING - -"f ~ `\ FAWGEILNG 4 PRE -Wpm \ 0`1-j9RE-WIRE 1 ) 1 �0 ` +J • ' PENDANT LIGHTS -------------- -------A- �n ooe F ` ,�Sw\ 1 PORI � PANTRY \ / , SINK j� KITCHEN MUD ROOM ,' —��,� • O� III \, --}-f ' RANGE F-- OPT. REF. t0 SWITCH = _ — --- =� ------------- + \ I I GFI \\ (�U4 UNDER COUNTER Vle42 LIGHTING (TYPJ e SDJCMD AFF DED. 20 AMP 1 OUTLET FOR r FOYER , M. WAVE / VENT M WAVE / TO EXTERIOR rp r0✓✓✓� 2 CAR GARAGE TFmFl 10 11 1011 WP GFI rpo � GF II CL& , L�J OUTLET ---------------------�-- ~ - — COAG -I ~ ' - - _ _ _ - — ! COACH LIGHT LICsHT FIRST FLOOR ELECTRICAL PLAN METER VERIFY LOC. ELEGTRIGAL LEGEND SYMBOL DEFINITION NOTES 8 IImV CUTLET EQJI°I°FD W deD{tD FAULT t11F�'1ER [tAor�Ele RI�I6TAM IM) IIVV FLOOR Eat 4w W fflo D FAULT ® NtE7 once [TAMRie POWARr OUTLET TM) UVV SWIT0M saamw W deOw RALLLT Ktwunw (rA VW F4WTANr CUTLET TYPE) Amvv GFI Eawm W dvo1W FALLT NT8i1�19e (TAM W I W*lr OUTLET iTPE) 22VV OUTLET 4 wra oaolcm EXTERIOR WATER ROOF OUTLET SIOT04 SWITCH 34DATag AMN $4 SWITCH 44KY CMMTICN DIMER SWITCH (� WALL MOUNTED = L4GF4T a WALL SCONCE PRE -WIRE CEILING MOUNTED LIS4T o RECESOEDCAN O, VAPOR MWCF RECESSED CAN VENT FAN VENT FAN IW �00000000� LKeF4T "UU 24' LKNT 511OF 4V LKeFIi STRIP Q FuoRs:sc>=Nt &W AFAW k� 24' RuoREscar 4V FLUORESCERr ® PANEL. ® STRIICTLWO URE PANEL man METER E> DETTECTOR 1 ® CARBON W a TM°N�AXIDE IERPMeM e* SMOKE I CARBON MONOXIDE carr 5A"W t1A1e711ApE DETECTOR COMBO PENDANT L*W JACK 4 GAS OUTLET ® CEILM FAN 09mMllK ACCOM M W LKeFIT Box VMFOR © J_ CELM Bax peauw To aE aFFOM H ACCONUM a W Box MWi1W A& &04 MR NePEctta�t ® SPEAKER PRE -DARE FLOOD LIGHT SECURITt' SYSTEM KEYPAD D DIWttAL KEYPAD WATER NEATER DISCONNECT AIR COND. u DI5CA#r.GT TELEVISICN JACK EMEWBENCYL M-71 DOOR WMtES NOTE: -PHONE OUTLETS t TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOUNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE ARC HITECTS Des-�n Group Inc. 14411`1. 1[VI`4p1LV RL/1t71AilY DLYU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU3BDiV. & IAT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DAT f /3/18 sc :1/4"=1'-0" SIMET "9 or 9 �00000000� SU3BDiV. & IAT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA DAT f /3/18 sc :1/4"=1'-0" SIMET "9 or 9 LINE OF 1St— — — — -- I — — — — — — FLOOR BELOW t I I f t L — LME OF IST — — — — FLOOR BELOW I .I I----------- LINE OF IST ------------J FLOOR BELOW SECOND FLOOR ELECTRICAL P SCALE: 1/4 - 1'-0' ELEVATION 113' ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOv OUTLET Euro w avaw MLT NraIFIR iTAMPB! N SWA V rrr�� � IIvv FLOOR w avow MLT ® N1avJl' "IrAMMM IEWANr OUTLET Trema IIOv SWITCWED Ea!rrm w aeam "LT KrMW M (TA'M MMTA t AOv CA vain w avaw FALT Ntavl M n.� PtWANr ouTLEr Trm) ATh 220V OUTLET 4 WW COMMON EXTERIOR WATERPROOF OUTLET SWITCH $9 SWITCH NOT a vtAMM $4 SWITCH 4 -WIT aP9QATION DIMMER elm [.) WALL MOUNTED LWT a WALL SCONCe PRE -WIRE y.� CEILNG MOUNTED LI& 4T o RECESSED CAN O. VAPOR PROOF RECESSED CAN VENT FAN VENT FAN W/ LIGHT DSU 24' L&M STRIP 48' LW STRIP o E�oREeCEaET MAP AWW -��24" RUORESCENT 48' FLUORESCENT ® STRUCTURED WIRE PANEL Nib METER E> OKE DETECTOR ® CARBON MONOXIDE DETECTOR 8, SMOKE / CARBON MONOXIDE Mrr. 54c1GlP w k4mm DETECTOR COMBO -0 PENDANT LW 4 t>=L�PH°IN� JACK 4 am OUTLET ® CEILING FAN 1 M ` SAM W LW Sox MAPM AS OUN MR O J -sox CELM a lK MuPWTa aE eUTCRW N ACCOMA42 w MM MARM Ab UN MR ramwtm ® SPEAR PRE -WIRE FLOOD LIGA 4T 0 SECURITY SYSTEM KEYPAD D DIGITAL KEYPAD WATER WATER DISCONNECT AIR COND. u DISCONNECT TELEVISION JACK R�GEJNNCY LE ... DOOR c441r�a NOTE: -PHONE OUTLETS t TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HABITABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE ARCHITECT S ,-) Design Group ���. FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �III'I"I'I �00000000� SUHDiV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT: STATE Cf: FLORIDA JAMES AL AR. 12079 1DA 4/3/18 SC /4»-1'—O» P#EET 9. lop, 9 SHINGLES OR TILE (PER BLDR) 'REFER TO DETAIL 1/D2 FOR GABLE NOTE: NOTE: OVER 030 FELT PAPER (OR APPROVED EQUAL) X -BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED RE -ENGINEERED TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) CxABLE ROOF TRUSS DO NOT EXCEED p0 NOT EXCEED 4' OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES 8' CMU BLOCK 8' CMU BLOCK AT FIRST (2) BAYS rp, DRYWALL rJC " DRYWALL WINDOW/DOOR JAMB METHOD PER NAILING SCHEDULE P.T. Ix4 or a x4 MIN. P.T. lx4 or 4 x4 MIN. (4'-0' O.C. SHEATHING SEAMS) « wlNDawDooR JAMB BLOCKINGIx4 or 1x2 P.T. NAILER (SEE wMpOW/pOOR JAMB>31_oclvNG Ix4 or Ix2 P.T. NAILER BLOCKING FASTENER METAL DRIP EDGEFASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS DOOR CASING VENTED ALUMINUM SOFFIT DOOR JAMB / WINDOW SECURE 2nd 2x TO STRUCTURAL OOR JAMB /WINDOW 8' TEXTURED GEMENTITIOUS COATING MIN. OVER 4'-10' HIGH (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM (AS PER TRUSS ENGINEERING) EACH END and 18' O.C. MAX (ATTACHED TO BLOCKING P.T. 1x4 or 4'x4' MIN: cEm (PER ASTM C926) OVER PAPERBACK PER MFR'S SPECIFICATIONS PER MFRS SPECIFICATIONS) - SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y' x 9' 2 -LAYER WATER RESISTANT BARRIER, OVER PER PLAN ANCHOR BOLT w/ 2' WASHER, SET IN (1) 3' TAPCON (MIN. EMBEDMENT 14') WALL SHEATHING (TYPE AND ATTACHMENT SIMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (+Y" Or + 4"} WINDOW TO BLOCK (+3"} s' FROM EACH END and Is 18' O.C. MAX METHOD PER "NAILING SCHEDULE') lb' MIN. EMBEDMENT a 32' O.C. MAX) „ „ 7f or DOOR JAMB TO BLOCK (+4 or +9/4 } DOORJAMB TO BLOCK (+3 ) (1) DRIVE PIN, 8' FROM EACH END and SECURE GABLE TO 2x8 P.T. PLATE I A A A A 1, 4A 9 18' O.C. MAX w/ 12d NAILS Q S' O.C. MAX SCALE: r=r-m' 4E SCALE: r=r-m' MIN. SWANK SIZE .145 ` 7B MIN_ HEAD SIZE 300 ONT. 2x4 RAT -RUN ATTACHED TO EACH MIN. EMBEDMENT 14' WA2 TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED 6 MID -POINT OF TRUSS SPAN NOTE. NOTE: ' TEXTURED CEMENTITIOUS or 10'-0' O.G. MAX SHIM AS NEEDED SHIM AS NEEDED COATING MIN. (PER ASTM �� a� P.T. 2x4: TO PLUMB JAMB. TO PLUMB JAMB. 3' C926) OVER CM ATT OR BLOWN -IN INSULATION _ SECURE TO BLOCK w/ (1) � TAPCON (R -VALUE PER ENEMY CALLS) DO NOT EXCEED 4' DO NOT EXCEED' (MIN. EMBEDMENT 1') 8' FROM EACH ' 8' CMU BLOCK END and 9 18' O.G. MAX 8 GYPSUM BOARD OR � HIGH STRENGTH CEILING BOARD z' DRYWALL 8' CMU BLOCK �" DRYWALL or BLOCK WALL SECTION — GABLE ROOF ONC. FILLED U -BLOCK w/ (1) *5 (SEE WINDOW/DOOR JAMB BLOT. 2x Ix4 Or 1X2P.T.1x4 or D'x4' MIN. � ((1) DRIVE PIN, 8' FROM EACH ENE) and 1 CONTINUOUS REBAR P.T. NAILER P 4 1x4 or 1x2 P.T. NAILER 18 O.C. MAX SINGLE STORY SCAT -E: 3�4'=1'-m' FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING « W�DOOOR JAMB BL°K�N� �' OSB l4' WIDE MIND MIN. SWANK SIRE .145 FASTER SCHEDULE FOR ATTACNME�IT DOOR JAMB /WINDOW SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. HEAP SIZE 300 SHINGLES OR TELE (PER BLOB) (ATTACHED TO BLOCKING MEMBER w/ (2)12d NAILS 8' FROM OOR JAMB / WINDOW MIN. EMBEDMENT 14' PER MFR'S SPECIFICATIONS EACH END and a 18' O.C. MAX (ATTACHED t0 BLOCKING OVER *30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR PER MFR'S SPECIFICATIONS) P.T. 2x6: I� &TH EDITION (2011) WINDOW TO BLOCK (+I 4"} STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED MIN. EMBEDMENT I �NOTE: SECURE TO BLOCK ') 8' FOM EATAPCCH DOOR JAMB TO BLOCK(+l / R E CHOVER ROOF SHEATNfNG (TYPE AND AttACHMENt 12 } THROUGH NON-STRUCTURAL MEMBER (ix or 6' OSB) END and 18" D.C. MAX METHOD PER 'NAILING SCHEDULE') 4B SCALE: 1Y, w/ ¢' TAPCON MIN. 4' EMBEDMENT INTO BLOCK or (2) DRIVE PINS, 8 FROM EACH ENp and RE -ENGINEERED ROOF TRUSS � 18' O.C. MAX (PER PLAN EMBEDDED STRAP ATT OR BLOWN -IN INSULATION WINDOW TO BLOCK (+3 l6") MIN. SWANK SIZE .145 SHIM AS NEEDED 4F MIN. HEAD SIZE 300 (R -VALUE PER ENEENERyyyyyyxy GY CALLS) NOTE: DOOR JAMB TO BLOCK (+3 16 } MIN.EMBEDMENT1 TO PLUMB JAMB. ' J �`�� ��°1�-m, METAL DRIP EDG 8" GYPSUM BOARD OR i' HIGH DO NOT EXCEED 4' P.T. 2x8: 2xb SUB -BAN STRENGTH CEILING BOARD 8' CMU BLOCK SECURE TO BLOCK w/ (2)' TAPGONS VENTED ONC. FILLED U -BLOCK w/ v ALUMINUM SOFFIT- (l) #5 CONTINUOUS REBAR DRYWALL NOTE: (MIN. EMBEDMENT 1 J') 8' FROM EACH /PER PLAN •.° (SEE WINDO=OOR JAMB BLOCKING; Ix4 or 1x2 P.T. NAILER SHIM AS NEEDED END and Q 18' O.C. MAX RECAST LINTEL �� TO PLUMB JAMB. or WINDOW (PER PLAN), FASTENER SCHEDULE FOR ATTACHMENT OSB (4'WIDE MIN) p0 NOT EXCEED (2) DRIVE PINS, 8' FROM EACH END and tSIZE AND REINFORCEMENT DOOR CASING 4 , ATTACHMENT PER MFR PER PLAN) DOOR JAMB / WINDOW 6 is O.C. MAX SPECIFICATION (ATTACHED TO BLOCKING MIN. SHANK SIZE .145 PER MFR'S SPECIFICATIONS 8' CMU BLOCK 1" DRYWALL MIN. HEAD 51ZE 300 NOTE: P.T. 1x4 or 4'x4' MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 111 STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) ALL INSULATION FASTENER SCHEDULE FOR Attacl-�MpNT (R -VALUE PER ENERGY CALCS) THROUGH NON-STRUCTURAL MEMBER (Ix or 16 OSB) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (2) 2_x4: Em PRECAST OR POURED IN w/ �' TAPCON MIN.1 4' EMBEDMENT INTO BLOCK M w/ l2) S ' PLACE SILL (PER BLDR' GYPSUM WALL BOARD EMBER 12d NAILS 8 FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ ll) 4 TAPCON TEXTUEACH END and a 18' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 149 8' FROM EACH COATING MINE ERIASTM TIOUS 1)' REBAR VERTICALLY IN WINDOW TO BLOCK " '(+1 1�6 } PER MFRS SPECIFICATIONS) END and � 18 O.C. MAX CONC. POURED CELL or C92(o) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK(+l 1%6" NOS" (1) DRIVE PIN, 8' FROM EACH ENp and ,� } STRUCTURAL 2x MUST BE ON OUTSIDE � SECURED ,� , s' is O.C. MAX P.T. FURRING STRIPS g ib O.C. 4C SCALE: V= V-0' THROUGH NON-STRUCTURAL MEMBER (ix or �' OSB) MIN. SWANK SIZE .145 W/ 4' TAPCON MIN. 14' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OOp BASE MIN. EMBEDMENT 1 4' ° sfM as NEEDED WINDOW TO BLOCK (+3YI6"} a4 . - a• - . Q. To PLUMB JAMB. DOOR JAMB TO BLOCK(+3 1 " P.T. (2) 2x6: ONCREtE SLAB 16 } 1� DO NOT EXCEED J 4G: I._i,_m, SECURE TO BLOCK w/ (2) 4 TAPCONS (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 149 8' FROM EACH 4°. . AND REINFORCEMENT) 8' CMU BLOCK—END and 18' O.C. MAX XTERIOR WALL FOOTINGDRYWALL or BLOCK WALL SECTION (SEE FOUNDATION PLAN FOR SIZE P.T.PLIFT UP TO 1,15 Ib . 2x Ix4 or 1x2 P.T. NAILER (2) DRIVE PINS, 8' FROM EACH END and 2 — HIP ROOF AND REINFORCEMENT) (SEE WINDOW�DOOR JAMB BLOCKINGP.lx (4' WI s ls' O.C. MAX SINGLE STOR7 SCALE. 314'•1'-0' FASTENER SCHEDULE FOR ATTACHMENT P DE MIND SfMPSON HT620 w/ (10) 10d NAILS TO TRUSS � (4) J'X2 4' TAPCONS INTO BOND BEAM REENGINEERED MIN. SWANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS (ATTACHED TO BLOCKING MIN. HEAD SIZE 300 ONtfNUOUS BOND MIN. EMBEDMENT 14' BATT INSULATION ADHERED t0 CEILING a' GYPSUM BOARD OR HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM BOARD (R -VALUE PER ENERGY CALLS STRENGTH CEILING BOARD (2) SfMPSON WTS20 EACH SIDE OF TRUSS w/ NOTE: (10) 10d NAILS t0 TRJ.ISS 4 (4) 4'X2 J' tAPCONS STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED INTO BOND BEAM P.T. (2) 2x8: THROUGH NON-STRUCTURAL MEMBER (lx or 2' OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS) SECURE TO BLOCK w/ (2) 4' TAPCONS . EMBEDMENT 1 8' FROM EACHw/' TAPCON MIN. EMBEDMENT INTO BLOCK END and is' O.C. MAX OPENING 22' x 30' MIN. „ TAPCONS MIN. or OD CASING AT SIDE WINDOW TO BLOCK (+2 4 } 2' COVER (2) DRIVE PINS, 8' FROM EACH END and ATTIC ACCESS r APART � 1s' O.C. MAX 3 SCALE: ►�T�. AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 /4 } MIN. SWANK SIZE .145 WOOD CASING � GYP. 4D 5 TRUSS ANCHOR RETRO—FIT MIN. HEAP SIZE 300 BOARD (TYP) SCALE: I'=1' -m' SCALE: V.S. MIN. EMBEDMENT 1 J' ARCHITECT S Design G roup �nc. - - ---- --- --- ----- LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA DATE/ /3/18 SCA :1/4"=1'-0" SHE T jj �ommo�mo0� SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA DATE/ /3/18 SCA :1/4"=1'-0" SHE T jj NAILING SCHEDULE 8001= DIAPHRAGM -ASP(-4ALt SHINGLE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 ' %8 .131 110,000 RING 2x LBW (STUD SIZESPACING PRE-ENGINEERED PRE-ENGINEERED �6' O.S.B. or �' CDX PLYU�OD - Sd RING SHANK GUN NAILS � 4' O.C. � SUPPORTED PANEL (16-20 RINGS LOCATION PER PLAN) ROOF TRUSS ROOF TRUSS EDGES AND 8d RING SPANK GUN NAILS 9 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. . ROOF SHEATHING TO GABLE END FRAME USE ad RING SPANK GUN NAILS a 4' O.C. EDGEWISE. ECURE 2x TO CMU w/ (3)Y' x 9' PRE-ENGINEERED 2x4 BLOCKING At ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, . d : ANCHOR BOLT w/ 2' WASHER SET ROOF TRUSS ROOF TRUSS o IN SIMPSON OR USP HIGH OUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD OF DIAPHRAGM - CEMENTITIOUS TILE or METALSTRENGTH EPDXY (6'MIN. w/ SIMPSON 5P4 (USP SPT4) w/ SfMPSON SP4 IUSP SPT41 4'-O' MINIMUM OVERLAP FOR TDP PLATE SPLICE EMBEDMENT) 6 32' O.C. MAX Q 32' O.C. MAX V CDX EXTERIOR PLYWOOD or N32' APA -RATED o.5.B. (AS PER MANUFACTURER'S IL- a . SECURE TOP PLATES w/ 16d COMMON NAILS 6 4'O.C. 2x STUDS a 1(o' O.G. MAX 2x STUDS 6 16' O.C. MAX INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS le 4' O.C. 9 SUPPORTED PANEL w u NOTE: (1) ANCHOR BOLT UNLESS NOTED OTHERWISE UNLESS NOTED OTPERWISE EDGES AND Sd RING SHANK GUN NAILS 6' O.G. g INTERMEDIATE SUPPORTS. SEE DETAIL. a %n n LOCATED 6' FROM TOP AND ROOF SHEATHING t0 GABLE END FRAME USE 8d RING SHANK GUN NAILS is 4' O.C. EDGEWISE. TOP CHORD BLOCKING 9 4' w TOP PLATE BOTTOM E (1) NEAR MID -CENTER 2x CONTINUOUS S SS TRE CONTINUOUS STRESS 2LOCKING 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.G. MAX IN FIRST ( Z) FRAMING BLOCKING MID -WALL $ g MID -WALL SPACES a EACH EXTERIOR WALL SHEATHINGLu � U . PRE-ENGINEERED TRUSS 2x CONTINUOUS STRESS • z Q _ 8d RING SHANK GUN NAILS 61 12' O.C. IN FIELD O.S.B. or V PLYWOOD or ' ZIP BOARD SYSTEM - 8d RING SPANK GUN NAILS g 4' O.C. or RAFTER (NOT LOAD BEARING) BLOCKING IP MID -WALL 1' GYPSUM WALL BOARD ° GYPSUM WALL BOARD PANEL EDGES AND 8d RING SHANK GUN NAILS 4 O.G. TOP # BOTTOM PANEL AND 8d RING ROOF SPEATHIN or 1) REBAR VERTICALLY IN Zx STUDS 6 16' O.C. MAX 2 SPANK GUN NAILS 9 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL.CONC. n a � LU Sd x 3" SCREW SPANK BALLISTIC POURED CELL ECURE BOTTOM PLATE TO SLAB w/ NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM • : o (LOCATION PER PLAN) ELECTRO GALVANIZED STRIP V x 9' ANCPOR BOLT w/ 2' WASHER SET IN SIMPSON PIGH STRENGTH _o ANY MANUFACTURER 5T FLOOR STUDS TO 2ND FLOOR STUDS Z EPDXY (OR EQUIVALENT) 6' NAIL REQUIREMENTS�Nj mF ENDS OF WOOD STRUCTURAL PANEL i4' T4G SUBFLOOR (ATTACPMENT SECURED w/ SIMPSON OR USP MSTA36 ECURE BOTTOM PLATE TO EMBEDMENT MIN. @ 32' O.C. MAX iv a Fa SHEAR WALLS. I ONCRETE SLAB SLAB w/ (1) 10d CUT NAIL g TUD To BOTTOM PLATE w/ . (SEE FOUNDRY( N 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 ' %8 .131 110,000 RING (16-20 RINGS PER INCH) D PLAN FOR SIZE32 D.C. MAX SfMPSON SP4 (USP SPT4) g 32' AND REINFORCEMENT)O.C. MAX IF -It If .. M BUILDING LENGTWAl/ a NCRETE SLAB Q:. ONCRETE SLAB —INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE R001= SHEATHING LAYOUT AND ENDWALL � .a°° ° � a' (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 AND REINFORCEMENT) A R C H I T E CT S Design GrouI no. Fm: 40 /-7 T 4-b07S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 Sd RINGSHANK GUN NAILS � 4' O.C. TOP E �oTTOM EOGEs . . . . . . . . . . . - - z z w W ' - ' c 8d RING SHANK GUN - NAILS g 6' O.C. IN FIELD ' � � : � ° XTERIDR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4'.,'-m' NTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w NO UPLIFT 4A --INTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L.B.W. w UPLIFT 4B SCALE: 3/4'■l'-0' . PRE-ENGINEERED PRE-ENGINEERED . ROOF TRUSS ROOF TRUSS o - LLI 4'-O' MINIMUM OVERLAP FOR TDP PLATE SPLICE n u . SECURE TOP PLATES w/ 16d COMMON NAILS 6 4'O.C. � z u TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING 2 -ROWS, STAC�EREp t %n n Iq (OS.B. t0 BE STRUCTURAL GRADE) I 111 11 TOP PLATE OUBLE TOP PLATE TO STUD z o 2x WOOD or METAL STUDS w/ SIMPSON SP4 (USP SPT4) 6 32' O.C. MAX Z - U . 24' O.G. MAX 2x CONTINUOUS STRESS • z Q _ 8d RING SHANK GUN NAILS 61 12' O.C. IN FIELD (NOT LOAD BEARING) BLOCKING IP MID -WALL . Z �ommovv��r, or Zx STUDS 6 16' O.C. MAX n a � LU Sd x 3" SCREW SPANK BALLISTIC NOTE: UNLESS NOTED OTHERWISE • : o �' @ Z n q ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-0" 5T FLOOR STUDS TO 2ND FLOOR STUDS Z N o ) Q � NAILS 6 12' O.C. IN FIELD mF ENDS OF WOOD STRUCTURAL PANEL i4' T4G SUBFLOOR (ATTACPMENT SECURED w/ SIMPSON OR USP MSTA36 iv a SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') �4' T4G SUBFLOOR (ATTACHMENT 'NAILING . UNTHREADED SPANK TO EXTEND METHOD PER SCHEDULE') " BEYOND THICKNESS OF SUB -FLOOR SHEATHING � THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. RE -ENGINEERED FLOOR TRUSS 01 RE -ENGINEERED FLOOR TRUSS TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G SUB -FLOOR DECKING GLUED OUBLE TOP PLATE FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL (O S B. t0 BE STRUCTURAL GRADE) 3 2x STUDS g 16' O.C. MAX SCALE: 3/4'=1'-0' OUBLE TOP PLATE UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD z' GYPSUM WALL BOARD 2x CONTINUOUS STRESS Zx CONTINUOUS STRESS NOTE: PRE-ENGINEERED GABLE TRUSS BLOCKING MID -WALL BLOCKING 9 MID -WALL DIAGONAL BRACE a CENTER OF TRUSS SPAN or Zx4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS Y' x 9' ANCHOR BOLT w/ Z' WASHER • DIAGONAL BRACE t0 BE ,@ ANY SPAN 15'-0' OR (4'-0' O.C. 6 SHEATHING SEAMS) 2x STUDS m 16' O.C. MAX SET IN SIMPSON HIGH STRENGTH GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 2 DIAGONAL BRACE wi (3) UNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' ADDITIONAL HORIZONTAL Ti�I.ISS REINFORCEMENT) 12d NAILS � EACH TRUSS (DIAGONAL ECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32' O.C. MAX ID' -0° - 30'-0" USE ll) X -BRACE X -BRACING TO COVER 5 -TRUSSES SLAB w/ lU 10d CUT NAIL g TUD TO BOTTOM PLATE w/ f 30'-I' - 60'-0' USE (3) X -BRACE a 32' O.C. MAX SIMPSON SP4 (USP SPT4) g 32 • (U X -BRACE CENTER 4 (2) BRACES m " "— ° as D.C. MAX DIVIDED EQUALLY FROM CENTER TO END aba 4 ' ° NCRETE SLAB ° 4 ONCRETE SLAB • (SEE FOUNDATION PLAN FOR SIZE ° (SEE FOUNDATION PLAN FOR SIZE STfFFBACK AT ALL UPRIGHTS AND REINFORCEMENT) AND REINFORCEMENT) OVER 4'-10' HIGH NTERIOR BEARING WALL FOOTING NTERfOR BEARING WALL FOOTING (A5 PER TRUSS ENGINEERING) (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE PLASTIC OR METAL AND REINFORCEMENT) AND REINFORCEMENT) WEEP SCREE SHOWN w/ CMU (FRAME CONDITION X YA Y D( 7t7'7 Y y TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT X -BRACING REQUIREMENTS) 7B2,� WA2 5ASAME SCALE: 3/4'=1'-0' �B SCALE: 3/4'=1'-0' NT. 2x4 RAT -RUN ATTACHED t0 EACH GABLE X—BRACING TRUSS w/ (2) I2d NAILS 1 ror INSTALLED Q MfD-POINT OF TRUSS SPAN SCALE: 3/4'■1'-0' 10'-0' D.C. MAX A R C H I T E CT S Design GrouI no. Fm: 40 /-7 T 4-b07S FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. Bc LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA _- 47# JAMES ANTWELL AR 012079 DAT 4/3/18 SC�ZE:4„=1'-0” SHEET �ommovv��r, SUBDIV. Bc LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA _- 47# JAMES ANTWELL AR 012079 DAT 4/3/18 SC�ZE:4„=1'-0” SHEET 2x RIDGE ONE SIZE LARGER THAN RE -ENGINEERED TRUSS RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAIL 1x6 COLLAR TIE tv EVERY OTHER Ili41i'h RAFTER w/ MIN. (3)12d NAILS or o $ GYPSUM BOARD OR Il P MIN. (4)10d GUN NAIL m �, -SIMPSON VTCR or USP VTT lIl�h HIGH STRENGTH CEILING SPACING (1) a EACH END 2x RAFTER BOARD INGLE 2x TOP PLATE AND 6'-0' O.C. MAX 1x8 NAILER SECURED TO TRUSSES ° BELOW w/ (2)12d NAILS or (3) 10d GUN NAILS Q EACH TRU5 GYPSUM WALL BOARD �hljll � ' 1 1 1414 I111{411j II 111114 2x WOODS STUDS 6 24' O.C. RAFTER t0 TRUSS w/ SIMPSON (SIZE PER PLAN) 0 MTS12 or USP MTW12 ALTERNATE CONNECTION (CREATE VOID FOR STRAP SECURE RAFTER TO BLOCKING BETWEEN TRUSSES PENETRATION w/ SIMPSON or USP MSTA24 o SECURE BLOCKING TO TRUSS BOTTOM GHIORD w/ CONVENTIONALLY FRAMED ROOF (3)12d NAILS a EACH END. 4 SCALE: 3/4'4-0' RE -ENGINEERED ROOF TRUSSES ECURE BOTTOM PLATE TO 001= DECKING OVER PRE-ENGINEERED ROOF TRUSSES SLAB � 32' O.C. MAX LAB w/ 10d MASONRY TYPICAL VALLEY TRUSS CONNECTION 1 SCALE: 3/4'=1'-0' 2x4 SECURED TO GABLE END w/ (2) l2d -9 EACH UPRIGHT ONCRETE SLAB 2x4 SECURED TO GABLE END w/ (SEE FOUNDATION PLAN FOR (2) 12d SPACED 6' - 8' O.C. MAX SIZE AND REINFORCEMENT) AC d TER RESISTANT BAGKERB.Q - DARD a a • (DENSHIELD) 2x4 RAFTER 10 24' D.C. /2' DENSHIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) SIMPSON L30 or USP A3 INTERIOR NON—BEARING WALL or 8' CMU BLOCK WALL MAPELASTIC AQUA DEFENSE WATER PROOF g BLOCKING (EACH END) 7A WOE) 5=5 SCALE: 3/4'=1'-0' MEMBRANE t0 BE SITE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT - LEAST 4 INCHES) RE -ENGINEERED TRUSS AULK BEAD BETWEEN DENSHIELD 2x4 BLOCKING tv EACH RAFTER P.T. 2x4 STUDS AND FIBERGLASS PAN APPLIED f 16' O.G. MAX PRIOR TO MEMBRANE 2x4 FRAMING (TYPICAL) VARIE5 PER PLAN INSTALLATION SIMPSON H2.5A or USP RT'IA 8' GYPSUM BOARD OR SHOWER PAN ID EACH RAFTER TAIL CONNECT( HIGH STRENGTH CEILING (FIBERGLASS OR CERAMIC) SIMPSON L30 or USP A3 BOARD TOP OF EACH RAFTER CONNECTfO f5/' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ SHOWER SEAT DRYWALL SCREWS (EACH TRU55 2 SCALA: 3/4'4-01 , 5 FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'-4-0' ' GYPSUM WALL BDARD 3 %' METAL STUDS (25 GAUGE) 6 24' O.0 w/ FULL LENGTH LAYER OF A RECAST LINTEL 1/2' TYPE GYPSUM WALLBOARD, 3 ECURE 2x TO CMU w/ (2) � x 3 TAPCONS ATTACHED TO EACH SIDE a 12' O.G. WITHIN 8' OF EACH END AND GIV O.C. MAX 3 %' BOTTOM CHANNEL (25 or SECURE 2x4 FLAT t0 GAUGE) BOTTOM CHANNEL TO DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x 1' MIN. MASONRY (MIN. SHANK SIZE .145 NAIL w/ WASHER IT 32' O.C. MAX. 4 MIN. EMBEDMENT OF I Y4') WITHIN 8' OF EACH END AND eV O.C. MAX ° o ONGRETE SLAB o (SEE FOUNDATION PLAN FOR WALL SHEATHING SIZE AND REINFORCEMENT) (TYPE AND ATTACHMENT METHOD o _ PER 'NAILING SCHEDULE') �' � 73M7LLo• a ECURE 2x6 MIN. TO BLOCK w/ .T. MSTUD BLOC (2) V x S' ANCHOR BOLTS w/ 2' NOTE: � B WASHER SET IN SIMPSON or USP STUD GAUGE IS HEIGHT SPECIFIC. CONSULT HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. z ROUGH OPENING CUP TO S' -O') (MIN. 6' EMBEDMENT) z INTERIOR NON—BEARING WALL o 7B METAL snos SCALE: 3/4'=1'-0' ECURE 1x(b MIN. TO BLOCK w/ (3),Y x 9' ANCHOR BOLTS w/ 2' J' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED RECAST OR POURED IN WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6' 0926) OVER G CMU BLOCK EMBEDMENT - _ - ice(/• ATHER STRIP MOLDING AROUND DOOR C (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS �' MIN- SLIDE VERHEAD GARAGE DOOR (BY OTHERS) 12oom ALVANIZED STEEL VERTICAL TRACK ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT 6 B (BY OTHERS - INSTALLED PER 3 SCALE: 3/4'=1'-0' A ION SCALE: 3/4'4-0' SCALE: KT.S. MANUFACTURER'S SPECIFICATIONS) ARCHITECT S /Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA - LfAJd DAT 4/3/18 s L :1/4"=1'-0" t*ET �IIIIIIIIII �omo�00t70r, SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA - LfAJd DAT 4/3/18 s L :1/4"=1'-0" t*ET ARCHITECT S -) Desm2Grouo1no _ FAX:407-774-4078 www.abd esigngrou p.com AA #: 0003325 r INGLES OR TILE (PER BLDR) SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/D2 FOR GABLE BATT OR BLOWN -IN INSULATION (R -VALUE PER ENERGY CALLS OVER 030 FELT PAPER (OR APPROVED OVER $30 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION R905 OF RE -ENGINEERED PRE-ENGINEERED ROOF TRUS THE FBCR, 6tH EDITION (2011) THE FBCR, 6tH EDITION (2011) GABLE ROOF TRUSS TWIST STRAP (PER PLAN OVER ROOF SHEATHING (TYPE AND OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRUS5E5 DOUBLE TOP PLAT ATTACHMENT METHOD PER 'NAILING ATTACHMENT METHOD PER 'NAILING AT FIRST (2) BAYS SCHEDULE') SCHEDULE' (4'-0' O.C. 6 SHEATHING SEAMS) METAL DRIP EDG 2x6 SUB -BAN 8' GYPSUM BOARD OR ° HIGH METAL DRIP EDG in A STRENGTH CEILING BOARD 2x6 SUB -S TfFFSACK AT ALL UPRIGHTS _ IL VENTED ALUMINUM SOFFIT IMPSON 5P2 (USP 5PT24) ,@ EVERY VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH = 2 x 2' WOOD SCREWS EXTERIOR BEARING STUD. (AS PER TRUSS ENGINEERING) = ALL SPACER s FOR CONDITIONS WHERE TRUSS AND PER PLAN,/ONT. 2x4 RAT -RUN ATTACHED TO PER PLAN STUD LINE-UP, USE A SIMPSON HIDA DOUBLE TOP PLA EACH TRU55 w/ (2)12d NAILS _ 2x4 STUDS & 16' O.C. (USP RT16A) INSTALLED e MID -POINT OF TRUSS O/A WINDOW HEADER (SIZE PER PLAN ALL INSULATION CEMENTfTIOUS COATING MIN. (R -VALUE PER ENERGY CALCS) SPAN or 10 -0 O.G. MAXTEXTURED 2x8 BLOCKING (PER ASTM C926) OVER PAPERBACK 1111I'Il'Il ATT OR BLOWN -IN INSULATION = SECURED w/ (3)12d a' TEXTURED CEMENTITIOUS COATING MIN.___WINDOW (PER PLAN), ATTACHMENT EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALCS) = NAILS EACH EN 11 (PER A5TM C926) OVER PAPERBACK PER MFR SPECIFICATIONS 2 -LAYER WATER RESISTANT BARRIER, OVER M = EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT CURE 2x4 TO DBL TOP PLATE w/ %s' x 6' _ 2 -LAYER WATER RESISTANT BARRIER, OVERMETHOD ---WINDOW PER 'NAILING SCHEDULE')THRU-BOLTS SILLt0 iv 32' O.C. MAX, then SECURE GABLE WALL SHEATHING (TYPE AND ATTACHMENT 2x4 w/ 12d NAILS 9 8' O.C. MAX 11/2' METHOD PER 'NAILING SCHEDULE') WALL INSULATIONor XTERIOR BEARING STUDS (R -VALUE PER ENERGY CALCS SECURE GABLE TO DBL TOP PLATE w/ SIMP50N - RYWALL CONTINUOUS 2x4 w/ (4)16d NAILS g TOP [SIZE AND SPACING PER NOTE "ZI, OF FLOOR TRUSS (TOP 2x4 SUPPORTS UNDER CATEGORY TIMBER ON WINDOW HEADER HGA10 e 24' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN (or EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING or /4' TSG SUBFLDOR (ATTACHMENT SECURE GABLE TO DBL TOP PLATE w/ 51MP50N SHEATHING MUST NOT BREAK WITHIN METHOD PER 'NAILING SCHEDULE') MSTA24 32' O.C. MAX 1'-4' MIN. FROM 2nd FLOOR LIN FRAME WALL SECTION — GABLE ROOF or EQUIVALENT INSTALLED PER MFR'S SPEGs) RAILING DETAIL 3 4B CONTINUOUS 2x6 w/ (6) 16d NAILS 9 SCALE: 3/4'-4-0' SCALE: KIS. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRUSS 15 A NAILER FOR WALL SHEATHING 7H NOTE: BATT OR BLOWN -IN INSULATION HINGLES OR TILE (PER BLDR) ' GYPSUM BOARD OR HIGH (R -VALUE PER ENERGY CALCS a' STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR CROSS ROOF TRUSS OVER *30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE - �a.. BEDDED SCRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) EQUAL) INSTALLED PER SECTION Rg05 OF CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF At LEAST 14 INCHES (32 MM) DOUBLE TOP PLAT THE FBCR, 6TH EDITION (2011) / (1) $5 CONTINUOUS REBA PRECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT OYER ROOF SHEATHING (TYPE AND WINDOW (PER PLAN), (SIZE AND REINFORCEMENT SHALL HAVE A PERIMETER DIMENSION OF METAL DRIP EDG / ATTACHMENT METHOD PER 'NAILING ATTACHMENT PER MFR PER PLAN) AT LEAST 4 INCHES (102 MM) AND NOT 2x(o SUB -BAN SCHEDULE') SPECIFICATION ' MAX GREATER THAN 6 I INCHES (160 MM) WITH VENTED A MAXIMUM CROSS SECTION OF DIMENSION ALUMINUM SOFFIT 10. MIN, OF 2 j INCHES (51 MM). EDGES SHALL HAVE g' TEXTURED CEMENTITIOUS COATING MIN. gGYPSUM BOARD OR ' HIGH ALL INSULATION z -max A MINIMUM RADIUS OF 0.01 INCH (025 MM). (PER ASTM G926) OVER PAPERBACK STRENGTH CEILING BOARD (R -VALUE PER ENERGY CALLS) � '� EXPANDED METAL LATH, OVER APPROVED IMPSON SP2 (USP SPT24) EACH 2X8 STUD PRECAST OR POURED IN 2 -LAYER WATER RE515TANT BARRIER, OVER UPLIFT CONNECTOR PLACE SELL (PER BLD �°GYPSUM WALL BOARD � �, WALL SHEATHING (TYPE AND ATTACHMENT 1000# J' TEXTURED CEMENTITIOUS 1) 45 REBAR VERTICALLY IN M THD R 'NAILING SCHEDULE' E D PE COATING MIN. (PER ASTM CONC. POURED CELL FULL WALL C926) OVER (LOCATION PER PLAN) THE CLEAR SPACE 2x8 SYP 02 WOOD STUDS g 12' O.C. MAX 3'P.T. FURRING STRIPS m 16' O.C. BETWEEN THE Y�' DIAMETER ANCHOR BOLT � 8 HANDRAIL AND THE 12' O.C. MAX w/ 1' EMBEDMENT WALL SHALL BE 1 V w/ 2' DIAMETER WASHER 2' GYPSUM WALL BOARD OOD BASEY, 2x8 SYP "2 WOOD STUDS g 12' O.C. MAX IMPSON SP1 (USP SPT22 ) 42' KNEEWALL EACH 2x8 STUD °4 ° °. Q 9 7H1) COURSE TIE -BEAM POURED SOLID w/ A CONCRETE w/ (1) 15 REBAR HORIZONTALLY a ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZECONTINUOUS HANDRAIL � CAST LINTEL ° . a 4 AND REINFORCEMENT) 34' MIN. TO 38' MAX AFF. WINDOW (PER PLAN), (SIZE AND REINFORCEMENT ° XTERIOR WALL FOOTING o ATTACHMENT PER MFR PER PLAN) (SEE FOUNDATION PLAN FOR SIZE z 5PECIFICATION FRAME ON BLOCK WALL SECTION — HIP ROOF AND REINFORCEMENT) 0 4 1 Two STORY , , SCALE: 3/4 =1-0 STAIR HANDRAIL 4A PRECAST OR POURED IN Two STORY SCALE: 3/4'=i'-0' L o PLACE SILL (PER BLDR 16d NAILS 8 O.C. M 8 TEXTURED CEMENTITIOUS COATING MIN. (PER Lu J' TEXTURED CEMENTITIOUS o COATING MIN. (PER ASTM ALL INSULATION (R -VALUE PER ENERGY CALCS) 2x4 BLOCKING s EACH BRACE. TOENAIL ASTM C926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 wI (4) 16d NAILS STOP - n C926) OVER CM �� INTO TRUSS wl (4)16d NAILS ,@ EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT OF FLOOR TRUSS (TOP 2x4 SUPPORTS g o � GYPSUM WALL BOARD 3�4' TCx SUBFLOOR (ATTACHMENT BARRIER, OVER WALL SHEATHING (TYPE AND BOTTOM PLATE OF 2nd FLOOR WALL) 4 P.T. FURRING SCRIPS 16' O.C. METHOD PER NAILING SCHEDULE ATTACHMENT METHOD PER 'NAILING SCHEDULE' �4 T4G SUBFLOOR (ATTACHMENT ca Q 1) S CONTINUOUS REBAR 16 O.G. MAX, IN XTERIOR SEARING STUDS METHOD PER 'NAILING SCHEDULE') o q s CONCRETE POURED CELL Sd RING SHANK NAILS a 4 O.C. [ SIZE AND SPACING PER NOTE Z a .' (VERIFY PER PLAN) MAX INTO BLOCKIN #21, UNDER CATEGORY TIMBER OD SASE ' ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS ,� � a z sa 2'-0' PRE-ENGINEERED FLOOR TRUSSz (MIN. IN 5LA8� EMBEDDED STRAP ONTINUOUS 2x6 w/ (6)16d NAILS a m o �S REBAR 48 LONG w/ 6 HOOK 2x4 BRACE 6 48' O.C. w/ (5)12d NAILS r 7B (or EQUIVALENT) H A BOTTOM OF FLOOR TRUSS (BOTTOM Zx6 15 A NAILER FOR WALL SHEATHING) 24' O.C. THIN. 24' IN SLAB) . • EACH EN (PER PLAN) W °a °Y. ° s' GYPSUM BOARD OR " HIGH a . 'CONCRETE REINFORCED w/ FfBERMESH At STRENGTH CEILING BOA' TEXTURED CEMENTITIOUS :. z W °. A a A RATE O>= :151bs PER CUBIC YARD ON 6 -MIL ;y. COATING MIN. (PER ASTM :; GYPSUM BOARD OR J' HIGH — o " POLY ETHYLENE VAPOR BARRIER ON WELL ''.a °- CONC. FILLED U -BLOCK w/ C92b) OYER CMU a' . ' . a COMPACTED CLEAN TERMITE TREATED FILL (1) 05 CONTINUOUS REBA STRENGTH CEILING BOARD a NOTE: Z �' 6° 6' 3) 05 REBAR ON CHAIRS La STRUCTURAL SHEATHING MUST NOT C. FILLED U -BLOCK w/ /Jj 0 2'-011 FLOOR TRUSS CONNECTION BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR PERPENDICULAR (1) 05 CONTINUOUS REBAR LINE OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4"44" PARALLEL TO BLOCK TO BLOCK 2 TWO STORY SCALE: 3/4'=1'4' ARCHITECT S -) Desm2Grouo1no _ FAX:407-774-4078 www.abd esigngrou p.com AA #: 0003325 r 1111I'Il'Il ��ommovvvomr SUBDIV. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT= STATE OF FLORIDA =APR -� JAME AWWELL AR 12079 CD 4/3/18 scE:1/4"=1'—O" i11__ — S EET L) A - Z -F MSTCM40 1/16' O.S.B. SHEATHING OR ( INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL A STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 (INSTALLED ON TOP OF 1/16' 0,5.8. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL A STUDS SECOND FIN. FLF 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER (INSTALLED ON TOP OF WALL SHEATHING 1:5 SCALE: KTS. 146' OSB. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS v------ 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING 146'0.5.5. SHEATHING OR 1/2' CDX PLYWOOD 2Xb EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL INSIDE CORNER SCALE: V.S. 1/16' 0.5.5. SHEATHING OR 1/2' COX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) Ibd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP t0 CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 16 IV 2X EXTERIOR WALL STUDS ELEVATION VIEW A SCALE: KTS. 2X EXTERIOR WALL STUDS HTT-4 SECURED t0 STUD W/ (20)10d X INAILS SECOND FIN. FLR. ii ii PRE-ENGINEERED FL TRUSS (GIRDER DRAWN) IDS " TOP OF WALL 7/I6' OS.B. SHEATHING OR PRE-ENGINEERED. FLOOR TRUSS 1/2' CDX PLYWOOD:/ (GIRDER DRAWN). 5/8' A.T.R. NTT -4 SECURED TO STUD W/ (20) 10d X I J' NAILS BEARING POST/ BEARING STUD (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) Le EXTERIOR STUD WALL CORNER TO POST u 3 Q� SCALE: Krs. FOUNDATION (PER PLAN) ' T t G SUBFLOOR GLUEL" A.11 NAILED AS PER NAILING SCH1 DBL 2x4 BOTTOM 2x4 EXTERIOR WALL 11V O.S.B. SHEATHING OR 1/2 PLYWOOD ' t t G SUBFLOOR GLUED "• NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2X6 EXTERIOR WALL S 146' 0.6.5. SHEATHING OR 1/2' ,,,,, PLYWOOD PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) �5 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X I J' NAILS 5/8" 'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 1/16' OS$. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD U PLAN VIEW - 2x6 WALL C ELEVATION VIEW SCALE: KTs. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: VS. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) +5 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS ATR. IN HIGH STRENGTH EPDXY .1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X 1 k NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (U 45 CONTINUOUS RE5AR 0 ARCHITECTS Ar.esiDgn roI nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co m AA # 0003325 SECOND FIN. FLF ,. UP qD TOP OF • MASONRY WALL ELEVATION VIEW A SCALE: KTS. 2X EXTERIOR WALL STUDS HTT-4 SECURED t0 STUD W/ (20)10d X INAILS SECOND FIN. FLR. ii ii PRE-ENGINEERED FL TRUSS (GIRDER DRAWN) IDS " TOP OF WALL 7/I6' OS.B. SHEATHING OR PRE-ENGINEERED. FLOOR TRUSS 1/2' CDX PLYWOOD:/ (GIRDER DRAWN). 5/8' A.T.R. NTT -4 SECURED TO STUD W/ (20) 10d X I J' NAILS BEARING POST/ BEARING STUD (PER PLAN) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED) Le EXTERIOR STUD WALL CORNER TO POST u 3 Q� SCALE: Krs. FOUNDATION (PER PLAN) ' T t G SUBFLOOR GLUEL" A.11 NAILED AS PER NAILING SCH1 DBL 2x4 BOTTOM 2x4 EXTERIOR WALL 11V O.S.B. SHEATHING OR 1/2 PLYWOOD ' t t G SUBFLOOR GLUED "• NAILED AS PER NAILING SCHEI 2X6 BOTTOM P 2X6 EXTERIOR WALL S 146' 0.6.5. SHEATHING OR 1/2' ,,,,, PLYWOOD PLAN VIEW - 2x4 WALL PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) �5 CONTINUOUS REBAR HTT-4 SECURED TO STUD W/ (20)10d X I J' NAILS 5/8" 'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) DBL. STUD REQUIRED W/ 2x4 WALL 1/16' OS$. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. MASONRY WALL SOLID BLOCKING REQUIRED UNDERNEATH STUD U PLAN VIEW - 2x6 WALL C ELEVATION VIEW SCALE: KTs. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: VS. -ENGINEERED FLOOR TRUSS IC. FILLED LINTEL BLOCK W/ (1) +5 ITINUOUS REBAR -4 SECURED TO STUD W/ (20)10d NAILS ATR. IN HIGH STRENGTH EPDXY .1' EMBED) 2X EXTERIOR WALL STUDS HTT-4 SECURED TO STUD W/ (20)10d X 1 k NAILS PRE-ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (U 45 CONTINUOUS RE5AR 0 ARCHITECTS Ar.esiDgn roI nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.co m AA # 0003325 SVBDIY. & LOT: KENSINGTON RESERVE {LOT#119} MODEL: LARGO (VERSION#01) PROJECT: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA - : DAT)I:'- /3/18 SC :1/4$$=1'-0" SHEET �I'llll'lll \000000000 SVBDIY. & LOT: KENSINGTON RESERVE {LOT#119} MODEL: LARGO (VERSION#01) PROJECT: 02997.000 PAGE: SECTIONS/ DETAILS ARCHITECT- STATE OF FLORIDA - : DAT)I:'- /3/18 SC :1/4$$=1'-0" SHEET NOTE: SECURE EACH KING STUD t0 TOP PLATE w/ STRUCTURAL SHEATHING MUST NOT SIMPSON SP4 or USP SPT4 BREAK WITHIN 1'-4' MIN. FROM 2nd (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) FLOOR LINE EXTERIOR BEARING STUDS PRE-EMINEERED TRUSSES w/ TRUSS PRE-ENGINEERED ROOF CRUS [ SIZE AND SPACING PER NOTE 121, rim CONNECTOR (VERIFY w/ TRUSS PLAN) UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GNI] OUBLE TOP PLATE CONTINUOUS 2x4 w/ (4)16d NAILS * TOP OP OF FLOOR TRUSS (TOP 2x4 SUPPORTS CRIPPLE STUDS 9 16' O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL) STUDS SIMPSON MT6I2 or USP MTW12 (SEE 'MINIMUM WALL AND HEADER STUD 2x DOUBLE TOP PLAT TO LEDGER a 24' OC. REQUIREMENTS' CHART ON FRAMING PLAN PRE-ENGINEERED ROOF TRUSSES RE -ENGINEERED FLOOR TRUSS HEADER FOR DETAILS AND SPECIFICATIONS) or (SIZE PER PLAN) CURE JACK STUDS t0 HEADER CONVENTIONALLY -FRAMED DOUBLE 2x6 LEDGER w/ SIMPSON or USP LSTA12 RAFTE SECURED TOT SS w/ Wx5' (EACH SIDE OF OPENING) LAG SCREWS a 24' O.C. MAX CONTINUOUS 2x6 w/ (b) lbd NAILS s MBEDDED STRAP JACK STUDS (PER PLAN) (SEE 'MINIMUM WALL AND HEADER SCUD BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 CAST LINTEL REQUIREMENTS' CHART ON FRAMING PLAN mf� v IS A NAILER FOR WALL SHEATHING) (SIZE AND REINFORCEMENT C FOR DETAILS AND SPECIFICATIONS) PER PLAN) • ° DOOR /WINDOW IF OPENING XTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 0211 LEDGER CONNECTION AT FLOOR TRUSS UNDER CATEGORY TIMBER ON FERPENDICULAR SCAZ 3/4'-4-0' GENERAL NOTES SHEET GN)] 1 CURE EACH JACK t KING STUD ROOF SHEATHING (TYPE AND TO BOTTOM PLATE w/ SIMPSON SP4 ATTACHMENT METHOD PER or USP SPT4 NOTE: Q 'NAILING SCHEDULE' STRUCTURAL SHEATHING MUST NOT 2x BLOCKING UNDER WALL BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE CURE BOTTOM PLATE TO SLAB w/ STUDS, SECURED BETWEEN TRUSS BAYS w/ (3)12d NAILS EXTERIOR BEARING STUDS )5' x 9' ANCHOR BOLT w/ 2' WASHER EACH E PRE-ENGINEERED ROOF TRUSS [ SIZE AND SPACING PER NOTE 021, SET IN SIMPSON HIGH STRENGTH UNDER CATEGORY TIMBER ONEPDXY (OR EQUIVALENT) 6' 2x STUDS SPACING PER PLA GENERAL NOTES SHEET GN)]EMBEDMENT MIN. g 32' O.G. MAX MTS12 a EVERY STU 2x BOTTOM PLAT EXTERIOR WINDOW DOOR OPENING IN FRAME WALL DORMER ATTACHMENT SIZE ATO SPACING 4 OF SCUDS PER PLAN SIMPSON MTS12 or USP MTW12 SCALE: 3/4'=1'-®' � TW STORY SCALE: 314'=I'-®' PRIE-TO LEDGER 0 24' OC. ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER SECURED t0 TRUSS w/ %' x 5' ISECURE EACH KING STUD TO TOP PLATE w/ IMPSON SP8 or USP SPT8 LAG SCREWS 32' O.C. MAX SIMPSON SP4 or USP SPT4 a TOP t BOTTOM 4a MBEDDED STRAP (FOR 2x6 WALL USE SIMPSON SPto or USP SPT(o) (PER PLAN) ENGINEERED TRUSSES w/ TRUSS ENGINEERED TRUSSES w/ TRUSS CAST L INTEL CONNECTOR (VERIFY w/ TRUSS PLAN) CONNECTOR (VERIFY w/ TRUSS PLAN) (SIZE AND REINFORCEMENT \_—DOUBLE TOP PLATE HEADER OURLE TOP PLATE PER PLAN) -CRIPPLE STUDS a 16' O.C. MAX (SIZE PER PLAN) LEDGER CONNECTION AT FLOOR TRUSS INC STUDS SIMPSON or USP MSTA24 (SEE 'MINIMUM WALL AND HEADER STUD EACH JACK STUD 2 PARALLI=� SCALE. 3/4'•1'-m' HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) FOR DETAILS AND SPECIFICATIONS) 2x8 SYP *2 WOOD STUDS g 12' O.C. MAX. WALL SHEATHING TO BE WITHIN OF CUi�E JACK STUDS TO HEADER WINDOW/DOOR OPENING. WALL SHEATHING 7/16' 0h.5. SHEATHING OR 1/2' COX w/ SIMPSON or USP LSTA12 MAX. (TYPE AND ATTACHMENT METHOD PER NOTE: PLYWOOD CONTINUOUS t0 BLOCK (EACH SIDE OF OPENING) OMNG 48' 'NAILING SCHEDULE') SHEATHING MUST NOT BREAK AT JACK STUDS JOINT OF WALL AND INTERSECTING T. 2x4 W/ (4) I&D NAILS 6 TOP OF (SEE 'MINIMUM WALL AND HEADER STUD 2) JACK STUDS t (2) KING STUDS * EACH ROOF DECKING. FLOOR TRUSS DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN SIDE OF OPENING(TOP 2x4 SUPPORTS BOTTOM PLATE OPENING FOR DETAILS AND SPECIFICATIONS) JACK STUD ASSEMBLY t0 BE SECURED OF 2ND FLOOR) ONE PLY AT A TIME. USE 12d NAILS, (2) 146' O.S.B. SHEATHING OR 1/2' CDX SXTERIOR BEARING SCUDS WITHIN 6' FROM EACH END E NO MORE 2X EXTERIOR STUDS PLYWOOD OVER PRE-ENGINEERED UNDER IZE caSPACING MR NOTE elf CATEGORY TIMBER ON THAN 12' O.C. STAGGERED ROOF TRUSSES GENERAL NOTES SHEET GN)] NOTE: ROOF JACK STUD ASSEMBLY TO BE Q° CONDITIONS MAY p G SECURED ONE PLY AT A TIME. USE 12d VARY NAILS, (2) WITHIN 6 FROM EACH END t NO MORE THAN 12' O.C. STAGGERED SECOND FIN. FLR WINDOW SILL w/ CRIPPLE STUDS g 16' O.C. CURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 DIAMETER ANCHOR BOLI 6 12' O.C. MAX w/ EMBEDMENT w/ 2 DIAMETER o or USP SPT4 WASHER TOP OF WALL HEATHING t0 LAP TO TOP OF IMPSON or USP MSTAM24 g EACH JACK ;. MASONRY WALL. SECURED w/ (3),144' x 14' TAPCONS t0 SHEATHING MUST NOT BREAK 1'-4' MIN. CMU w/ MIN. 2' COVER � 2' APART PRE-ENGINEE CONT. 2x6 w/ (6) Ibd NAILS TOP OF FROM 2ND FLOOR LINE FLOOR TRUSSES FLOOR TRUSS J. o 2xS BOTTOM PLATE BEARING CONDITION (BOTTOM 2x6 IS FOR WALL (PER PLAN) SHEATHING NAILER) TYPICAL PRECAST LINTEL ROOF TO SECOND FLOOR WALL EXTERIOR WINDOW DOOR OPENING IN FRAME WALL WINDOW OPENING IN 2 -STORY WALL 3 PARALL>=L SCALE: 3/4'=1'-0' 1UJ0 StORI' SCALE: 3/4'31'-0' 7 no 5tOR1' SCALE: 3/4'=I'-0' ARCH IT E C T S DesomnGrou��. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 sv$DiV. ac KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS aR0r+rrEcr: 3TA7E OF-aQPoDA DAT /4/3/18 8C . /4"=1'_O» S EET �III'I'll'I \DOOOOOOOOJ sv$DiV. ac KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: SECTIONS/ DETAILS aR0r+rrEcr: 3TA7E OF-aQPoDA DAT /4/3/18 8C . /4"=1'_O» S EET � I - - - --- - % � . Ryan Homes -Openings - . - � . Vendor: 84 Lumber - . Vendor Number: 00619 - I Windows - Slidinp Glass Doors - DOUBLE PANE LOW E . . . FL# Part # - Unit - - Size Descri, ,ption Masonry _Openinq Frame QvMLng FL# Part # Unit Size Description M� asonry Onenina Frame OvenLng Sliding Glass Vinyl FL# Windows I I ' 1-1-1 .... . .......... I .. ........... ... . . . . ­'­­'"'­­' -.1. . .1 I., - - - - - - - - - - - - - - - - - - I I.- ....... --1-11.1 I I 1.1 - - 14634 L0432426 ­ ------ - - . ....... . .... . .......... -----' EA - ---- - ---- 12/0 X. 81/0 - - .,-..�'....-..-�..,-............�� .... .. �.....-....�.....-�.......--......-- DOOR. SGD POCKET ALUM (WH ITE) W/SCRN - -------------------- - -- - ------ - ------ - --- � ----- -1 .... � ---- I -------- 1-11- ---------- 1-1.1 143 1/2" X 95 1/2" -TO 190 1/2" ---- I ------ �­ -------------- � 16103 L0361749 i 60i.i.iailimiwi.666.i.WW66� EA 26 TMP W/1/2 RN D WDW VINYL SH W/GR & SCRN 38 0 x 9510 14634 L0434206 EA I 12/0 X 8/0 OXXO _. ........... � ....... �4� DOCIR SG D AW M (WHITE) W/SCRN - - -- - ----------- - ------------------------------------------- '6156R­�Z6'466'�ij 1-1 -------------- - -------- ------ - 147" X 96 1/2" , -- - ----- 2'"i - I ------- - ---- - -------------------------- - --- 1 16100 _____ - -- - ---- _____' L0434442 __. EA __ ... .. . ..... . ... . .. . ..... 2.6 TRIP I-- ............ _._'_.­____­ ...... . ....... . .... '___­_­__­..'______ - ------------ - ------- - -------- ___, WOW VINYL SH CLEAR NO GR W CRN . ,/S ____ - - ---------- ­­ --------- 1.11" X 721f - 11- ------------ - ------- _­ --- ---- 14634 L0429616 -'---'- _* ------- - *-*------'-'-'-'---"-"" EA . . . .......................... x 8/0 16/0 - * ­­ - - --------- - *'*"** ----­---­- ------------ -------------------------------------------------------------------------------- � ITE) W/SCRN - --------- - ------------------ - ----------- - --------- -------- --- 22-2 ... ii-_ 191" X 9 6 1/2 " - TO 286" __'_'_'_'__'__'_________' . - 161010 ­­.- L0369270 EA -I.&I..-,-.Sli.�.�"Z...�.-.Z----..--......."-...".,�,�,�."..2.,a.-,.,� 26 TW 1/2 EYEBROW ....... . ­­ ............... � . . . . . ............ ....... _­­ ... ­ ----- - - ­­ --- � -------- - 1_-_____' WDW VINYL SH WHT W/GR & SCRN � 0 ­­­­ ........ . 741/2" X 9S ­: .,-.-..�-..�.-�,�-�I.M...�.I.�.I.�-�.�.�.....,.�.�.�..-M-21.7.m.�.�.�- 14634 L0354136 --'--'--'-*---'-'--------'-'-'-*-*----, EA -"-"--,-,--",----,--* S/0 X 6/8 .......... . ..... *,*-""*,** ----­----- --------------------------------- DOOR SGD ALUM W/SCRN ------------------------ ----------------------- ­_­ --------------------------- - - ------------------------------- * -- - ­ -, ------------------------------------------ 62 1/4" X 81 1/20 -------------------------------------------------------------------------- ------------------------------------------------ 161010 --- � ------ - ---------- ----------- ---------------- - --- L0367192 �.....�...�-1.�..--..--....---.........---........-� EA ---- - ----------- --- - ----- ----------- ----------- ------------ - - . ..... - 26 TW W/ARCH ........ . � - - ---- ------- - --- - - -------------------------- ---- � -------- - - --------------------- � ----------- - � .................. - - ------------------- � ....................... ... . .. WDW VINYL SH WIGR & SCRN . ........ . .. �.........-�--....-..........................-....--.,....,-- - --------------- - ----- 74; 1/204 X 761P I ,----------------------.-.-.------.--.---.---�--�-��--� --- ----- 14634 L0298912 EA 5/0 x 8/0 -- -------------------- - - - i '_'___­_iW --------- ­�jEi"6/8 DOOR SGD ALUM (WHITE) W/SCRN .. 62 1/41f x 96 1.1211 ----------------------------------------------- 16100 - ------- --'--.-. - --------------------- - - �.-�...�-.......---.....'�..-..-...........�....,........-..-.�-..-� L0297193 EA ------ - ------- ----- - ---------- - --------------------------------- - ------- 26TWIN ---- � -------- - ----- --- --------- ----- -------------------------------------- - -------- - ----- - ------------- � - ----- � ......... ­­­ ........ � ........... . ............ . . ......... ..... . WOW VINYL SH CLEAR NO GR W/SCRN ................. � .. ........ . ........ :",..."-........--.,-..-..-...,------------ - -- ------------ 74 1/2" X 721 ,.-----------------.-.-.--.,-.-.-.-.-.-.-.-.--.-.--.-.-.--� .......... 14634 L0295466 ... .. . ... __._.__­­­' ------------ ----------------- I --------------------------------- I ........... I ........ ... ......... . ............. -.....___­._.'_.'____ DOOR SGD ALUM (WHITE) W/SCRN -1-- ----- --1-1 ---------- I --- I --------- - --- "I � ... ­­­ ------- --- 74 1/4t' X 81 1/2" ------- ­� ­­­ ... ­­ ..... � ------ � ---- - - ­­ ---------- A 1,6104 L0426486 --.k EA "--.-�.-----�.--�---..�..��.���.���i...,. 2626 FX --- WDW VINYL W/GR -, " 3011 . X 301f 14634 L0295467 EA 6/0 X 8/0 I. -I., .... 1--._'_'--d'__-. ­­ --- ­­­­ ................... L " DOOR SGD ALUM (WHITE) W/SCRN .66 ­i_� --- - - -------- - - ����-�.---��-�.�...�.���--�----� .... ­­_­___­­­ ........... ­­­ ------------ - -------------- - ----------------------- ------ 74 1/4" X 96 1,12-11 -.1.��1-2.2-2�.�.2-I.M.�..��...,...3. - - ---- - ---- - ----- - ----- - -------- - - 16103 .___________________­___ L0367491 EA � . .. ......... ........ -...-..--.- ------- '­_­. . ...... 2640 . ... . I ...... _­­ ....... - .... . .. . ... ..�...------------..----.-�.�.,.,---.,-- ---- ----- __... WDW VINYL SH CLEAR NO GR W/SCRN --------- I ­­­ ­_­. I ----- ­­­­ 3011 --- I ---- - ----------- � ... � .... X 48" 1 14634 L0303298 ------ ------- - - - - � - - --------- _.____._ EA .-.--........-....-..-..-....-.-.-.-.-...--.-.-.-.---.-...-.-.-.-....-------------------------------'. 8/0 X 6/8 ---------.--.--.-.-.-.---.----.---.-.-.---.-.-.-.-.-.--.-.� -6 GD ALUM (WHITE) W./SCRN ----- - --------------- --_1 -------------------------------- - ---------------------------- ­.­ 98 1/43f x EV ... - - ------------------------------- � I � - 16104 -­ ­__;"_'- IlYil�� � �A ­ i6�6. � ...... ­­.__'­""'_"" . ..... �­1.111112­­..­ - 1.11 --- �-....-.,.---,�-,�,�,1,2-,!,.-12-11�'ll.l.11I.-I.-���� .­­­ -Z-.'--_--______' WOW VINYL SH CLEAR NO GR NO SCRN I . ..... __________ i ����.��-��,�--�.-.�.2.�.�,2.m,.M,��,,�,.M�2�2.2 3014 - !___ X 6011 ------- --------'-------"* EA ....... "--,* ... ­ ........ . ...... 8/0 X 8/0 ... ................... .. . ........... * ------------------------------------ ------------------- DOOR SGD ALUM (WHITE) W/SCRN *--------,---, __'___'_____­__'____ - --------------- - ------ - ------- - ----------- * - ______­____' . --- ------------- � --------------------- - - - - - - - - - - - - - - - - � ------ ­­_­ 98 1/4' X 96 1/2' ---- - ----------------------- *-*----- ---------- � ------- I ----- 11 ----- - -------- 15317 -- ------ - - ----- � --- -­--------- -------------- ---- ......­..........- ........ . . ...... EA .­.__.....___.­ ---------------- --- ----- - - - --------- -----------­--- --------------------- 2850 - ­-___.___­ --- ----- -- - ---- ------- --- � --- -----------------­- � ----- ----- ------------------- --------------- ---------- � ----- - --- ---------------------- � -------- ­­_'­_'.'.____­_ WOW VINYL CSMT W/GR & SCRN ......-..�-.........---��..-......-..-,..-....-......-- - ----------- - --------- ----------- 32" - ------------------------ ­­ -- - ---------------- ____ X 60" 14634 EA 9/0 x 6/8 � ............... !'', .... ­­ . . ....... �.�.�������-�,�--�������--,----,.,--� DOOR SGD ALUM (WHITE) W/SCRN ---- __ - - -------------------------------- 108 1/21, x 81 1/211 ----------------------------------------------- 16103 ------- --- � ....... ............................... . .. . ... L1040440 �..�..�...�.--..-......-..........-.,.........�.--..-..--�..�--.� EA ---------------------- - --------------------------------------- ­­­­ 2860 --- --- ------------- ----- ------------------------- ---- - - --- - --------- ----------- - --------------------- ------------- � ....... ­­__.__­_­ ------- - --- --- ------------------------- WOW VINYL SH WHT W/GR & SCRN I..----.................,..".....-.�-..,..........� .... . ...... ­­ --- - ------------- - ------- --- - ------------------ 3214 � - ----- ------ � -----­----------- ---- - --------- X 72)f 14634 L0298914 ..... . . .... . ... � .... . ... . ....... ------------ EA ---------------- � -------------- 9/0 x 8/0 ........--.....�..............�-........-�� DOOR SGD ALUM W/SCRN --- I.......--- ­­­ --------- � ---------------- ____ ...... 108 1/2" X 96 1/21 ----- --------------------- . � --------- I -------- � ------------- � --- � --- -- - -------------------- -------------------- - - - - ------ - . .................. - - ----------- - --- - ----- - ---- 6104 I - - -L L02-96557 - iA_!'_ij6iij6�i ' '� -------- ------------­-- 6 WDW VINYL SH CLEAR NO GR _.__ -- I.- 36" . X 36" __ I 1 16104 L0429520 - EA . ------- � . .......... . . 3024 FX TEMP . . . . .......... ---...--..-,...-.-.,.-..-...,-,.-.....-,�..,--� -------- - ------------------- - ------------------- ---- WDW VINYL FX CLEAR NO SCRN -_ ------------ � --------- _____ -------------- 3611 _____ ----- � ------ X 28# Vinyl FL# Windows 16103 ­­­­ L1040450 EA ­­­ ... . ... 11 ...... . ........ .... .... 12111­2111­__­I� 3030 ............ ­'­­-__­­ ....... . 1--l..... ...... .....'.....'.... - - - - - - - - - - - - - - - - - - - - - - - - - � - - - --_-1_."'__1 WDW VINYL SH WHT W/GR & SCRN - - - - - - - - - - - - - - - - - - - - - - I ­­ . . . 36" . . . . . . . . . � i-1.2-.1--.1-111 -- X 36" 16104 L0460340 EA 1/4X1/4 FX TMP . . . . . . . . . . . . . . __ . . . � WOW VINYL SH CLEAR NO GR . . . . . . ����..�-��.�.�,.,-�...��-�---.-.....��-�.��.�-.�� . . . . ­­ . . . . . . . . . _____.­ . . . . . . . . . .. 2".- ...�.�.�-7.7��.2-ml-�"-,-..�.�.M.�.M�2.,.m - - - __.3_M._2'_ 1 16104 _____ - --- - --- - ----- _'__._' L0317308 EA . . ........... . . . . . ................ . . ..... __ . .... . . ........ . ........ 3030 FX . . ........ . ........ . .. . . .... . .... . ...... . .... . .... --.-..-. ----------------------------------- - -------------- - ------ WOW VINYL SH WHT W/GR & SCRN . ___ ---------- ­­ ----- I --------- 1-11,11, - 36" ­­ ------- --1-1-1 ----- � --- -- X 361f 16103 L0432421 '� EA 13 . - --- --- ____ .. . . .............. ..................... .............. WOW VINYL SH CLEAR NO GR W/SCRN - - - ---- - --------- ------------------------ - -- - ---- ------------------------------------ - 20 1/8" X 38 3/8*1 1 ------------- - --------- - -- 17-2 ------ __ � - I � 16103 ­­­_____­.___. I.-, EA ---.�-,-.,.-...,.��--l".."..-.,-,M..'al.----",�,.I 3030 FX ARCH TOP ill..-..,..�..-.-....�-�..."..".",.....,....�"....�l-...�� ....-111.21-- WOW VINYL FX CLEAR NO GR 1. . . . . . . . . � . . . . . - . . . . . . . .. 1 ..����.�...--�...-�.�l-I...�.I...2..�.�.M.�.M...2.m�.=.=.�-3.�...�3.Z 364j X 40'1 16103 :6��i­!­ - - - - ---------------------------------- � EA . ....... ........ .......... ...... �.-.-............----.-.-.--.-.---.-.--.-� 14 ---------------------------------- ----------- WDWVINYLSHW/GR&SCRN I ------- ----- --------- --- ----- - -------------- -------- �---------.-.-.-.-.-.-.-.-.--------------------------------------------.-.-.-.-..-.-.-.-.-.-.---.-.-.-.-.-� 20 1/8" X 50 5/81 . - -------- � ------ - - � - ----------------- - 16103 L0365362 EA . . . ..... __ '__'M'_d_'__! 3030 W/112RD .... . . 2 ....... � ... 1 .... _.-I'A'a's . ............. ........ -"" __'____'__._ ... ____ WDW VINYL SH WHT W/GR & SCRN I - - ----- _______ .... ..... ___________ 36" ------ 2-2-2-- X 59' 16104 L0432424 EA 1433 FX NO FLANGE ­­ i'l ----------- - ------------- WDW VINYL FX WHT W/GR & SCRN * ... ---- ... � -VINYL --- -11- --------------------- , -_­ ----------------------------------------------- 16t§ x 3901 16104 ------ - --------- - . ......... ­­ ......... . .. . �.-..,.....-.....-....-,�..-......�.....-..,-....�-.1� L03:52195 E.A ------- :__ --------- - - - --------- - - - ---------------------- � --------- - - 3040 ------ � --------------------- ------- � -- - ----- ------------- � ---------- - - - --- --------------------------------------- - - --- -------- - ----------- ----- - ----- -----------­- - I . ...... WDW VINYL OVAL WHT W/GR ­...__.._..... �-....---.-...........,....-....--.,-....-..--..- - -------------- - ------- I- -,-----------------..--.-.-.-.-.--.-.--.-�--.----�--� 38" ... ......... X 521t 1610.4 L0432423 .1.1-.1.1-.1 ...... ,-....-.-..----..---------------- i�35i"iXi"W"" ji[A"'�-6i ---------------------.....---........-....--....-........--......-..-............-..-..� W D W FX WHT W/GR & SCRN ......... ---------------------- � -------- I -- - ----- -1111-1-1-1 ------ -11-1-1-1-1 ---- 1-----.- ...... � ..... ­­­ 17ft X 39" ------------------------ --l- .... . ... � 16103 L0369494 - U_' 3040 - - ----- - ------------------ - --- - . I -- - i "' WDW VINYL SH CLEAR NO GR W/SCRN _____ . 36" X 48' t ___ 16103 L0369271 . ........ . . _­..........­­ - EA ----- ------------------ 15 1/2 ARCH TOP ------- - ------------------- �....--......-......-..-.......�..-..--..--..'�...---........--..- WDW VINYL SH WHT W/GR &. SCRN - - --- - ------------- - -- - -- ­­­ ------------- 1-_---_-_1- ... I-- ... -1-11 ...... ­­­ ------------- - --- - ---- - ---- 20 1/8' X 67" ----------- 1-1 -------- � ------ --1 -­--------------------------- -- - ------------ - --- - --- - - ----------- 16104 --- - ----- _____ L0354140 EA 3040 FX '*'**'--'-*-* ------- ­ . . . ......... . .... . . .. . .... . ........ ..... . ­_"__"__"___'_' . ...... *­ ...... . . * .. . ...... *,-"*"* ... ­'­ -.----- WOW VINYL W/GR -------- - -­----­- 11-11 ------ 11111--- 3611 ------ 11 ---- � ---- -_1_-_-. X 4811 1610.3 L0369273 EA 16 1/2 ARCH TOP 1' 2 .......... ...... ---------- M.- ......... t WOW VINYL SH WHT W/GR & SCRN 20 1/8f$ X 76" ­­ .......... �--��-��-.�--����������.�-..,.�.�,��.,��-����-�����-�..-..�� ......... ­­­­ ------ ___ �� --- �m.l..�l.,.,.�.Z.-...�.�.2,-..,.,.M.2.21�..�.�.�.2.-".�.-.�.... 11 -- - ----------------------------------- - ----- 16100 - -------- -- - --------- _'_ L0434-443 EA __ ..---.-.....-....---..-..--..-..---....--...-.-. 3040 TRIP . ...___._.._._.____ --- - - - - - - - - - -- - -------------------- - __ WOW VINYL SH CLEAR NO GR W/SCRN . - - ----- ____ ... � ------------------------ 10911 � ------------------ _____ X 48" 16103 ii�' _____-_-_________-________­ EA ------ -.-..---.-.-.----.--. 1620FX I-- ..... . ............ . . ........ � ------------------------------------ -------------------- I WOW VINYL SH W/GR NO SCRN � ------ ­­__­_­_­­ ------------------------- - ------- � ----------------- - - - - --- - ------------------------------ - ---------- - - --------- ------------- ----------------- � ----- ----- ---------------------- - - --------- 11---_-..1___ 18" - X 240' 16,1010 - 16ii3iii'­ EA ­ 16-1--l-1-Z.-A 3040 TW 1/2 EYEBROW .---_1 11 WDW VINYL SH W/GR & SCRN I __________ I- -- ----- ��-.������-�,�,.,.".2--�.�.M.�.�.�.�.2.2�2.�.11.2.�.M.M�.�.�.. 72 1/201 X 5:241 . 16103 L0430156 EA 16:24 WDW, VINYL SH W/GR NO SCR -N ....... _­' ­iii�Ti ­---------------- - - ------ - -- - --- - .... . . ...... ­­ .... -------------------- i 18" I-- ----------- ­­. X 28" 161010 -- ------- - � ..... . ....... ................... ......... LO -434428 �..,.-............,....�...�..----..,.....-..-..--..-.�-.....� EA .. ..... � ------------- - - --- - ---- -- - - ----------------------------- 3040 TWIN . � --- --------- -------------- - - � - - - ------------- -------- - ----- -------------------------- - ------------------------------------------ --- - - ---- I - ---- � - ----- ------------------------ WDW VINYL SH CLEAR NO GR W/SCRN - ­­­ ...... __-....._.._.­­­ ... ­_..................._.... - ------------------------- 1_______________--_-_- .......... � - ------------- ------ � - � .... 72 1/211 X 48" 16104 L0434427 ...--.----.-..-----..-....-----.. EA ---------------....---------------------...-.......-..........-..-..I .. .. .. ­.....'.... -�.................,..-......----------------------.�.I.�--� WOW VINYL FX WHT W/GR __-_--_1-1 -------- -_11- ---------- - - ----------------------- _--_-1 ------------- - -- ­­­ ...... 18*1 - ..... � ...... - ....... ­­­­ X 40" 16,103 LO -423134 _;___ EA ..... . _________.__ 3040 W/1/2_ RND '. ...... I .­__.'_____ WDW VINYL SH W/GR & SCRN . . - _._ 36" ........ - X 70 16104 U0439004 EA L ------- 1836 FX ARCH TOP -- - - .�..-..-..--......-..-..-....,-...I .. .... ............ .. WOW VINYL FX W/GR & SCRN .-_......___-_______1 ------ - ------------------------------------- -11- ----- "I ------- - ------- ­­ ...... - ------------ I-- --------------------- - ------- - - - ---- - -- - ----------------------------------- I -- - -- - ------- 2041 - --- - - ---------------- - ------ X 4611 16103 ­­ ----------- ---------,-- L0298921 EA - ....--.--...-.-.----.,-....-.--.--..-....-..-..--......--.I 3050 .. . ......... 1.1.-.-..........-...........---......----.----------.��� ----------- - --- ------ WDW VINYL SH CLEAR NO GR W/SCRN ____ ----------- --1-1 --- � - � ------- -111 36" ----_------------ 1-1-11-- --- X 60 It 16103 L0303300 --- " - E. A IH2 FX TP --- ­­­ - ­-- ---- ..... ....................................... WOW VINYL SH W/GR ...... ­­­.­_____ ...... -_--.'27_1/2M" ............... * .............................. 1 __ 7.7-2-2.1-7--.2- X-1-226.' -.3-2.2--..... 11 - --------- - --- - --- - ---- � 16103 . ---.,-. L0317307 - EA ., ............. --....-.-...,.,------..-..--.........---.--.... 3050 ARCH TOP - � . ....... . ----..--.---, -------- WDWVINYLSHW/GR&SCRN Is _. --- - ------ � --- I-- ..... --.1--11-111-1 36a --------------------------------- X 64'; - . 16103 2 ------- -------- -----'-'---,-,,-, EA ­"­'­"_"_"­_'_'_ I iTi ------- --- ------------- * ------------------------------------------------ WDW VINYL SH NO GR W/SCRN ------------------ *---,-,--,--*-----,-,--,--------,------------ -------- - --- - -------------------------------- - - ----- 27 1/2" X 38 3/8" _______________'__________* ------------------ * --------------------------- - 16104 L0367489 I-- EA 3050 FX 101M.....1-1.1-1- . ._'2'2-.'_'-'&.'.._"-_' - .... a.-- . . .... ..... WD - W '. VIN 2 YL .. NO . GR ­­­-, ­­­­­ ... ­­_­ _________­­` . -1i ....... 614 . .. . .. �.�-M��.�.3-,�,�l".�,-�.t.7-.!.M.�..� X 60" . 16103 L0317304 EA ....... 1 IH4 1 ....... - --- ------ ^ ------- - --- ^ -- -- WOW VINYL SH CLEAR NO GR W/SCRN - ----- - 27 1/2" X 50 5/8" _-, , ----------------------------------------------- 16100 .__-­_­__._­­ ------- - ---------------- - �.....-......�....-,-�.-.-..-..."I L0366804 .. ..... EA .._.._.....­_'____._ --- - --------- - - ----- ------- ------ ­­_­ --- ----------- - --------- 3050 TPL - �..--.-.,.-.-.-----.--.-.----.-.-� - --------------- ­__­_._­ ---- - - � ------------- - ..... ... � ... ................... � ... ....... � ..... ......... ............... . ............. WDW VINYL SH CLEAR NO GR W/SCRN . ... ..... ..... ... ....... ... ..... � .............. � ........ ­­­.- - - ------------- ------.,.------------------.-.-.,.-.-.-.-.-'-'-'-� 10-9"' ......... - - --------------- - X 60" 16103 L0419869 .. .­­_._­...__.. - ----------- EA ---------- - ----- 1H�'i�jiji�b -------------------------------- �.....-..-..-........---..�.--�.........'�..�...-..-..-.........-------------------..--.,.. WDW VINYL SH W/GR & SCRN - -- - -------------- 1111-- ---- -_11_-__- ..... -1__-__-._- . I � .... . ... . ....... 27 1.12" X 68 5/8' I-- ------ 1-1- -_------------------ I ------ - --------- - - . ___ ........ ­­ ...... __ ... . ....... 1 6100 ___. EA __.________...._ .... _______M_; 3050 TWIN ...... __. __ WDW�IRYL SH CLEAR NO GR W/SCRN . - __ 72 1/20, x 6011 16103 L0319054 EA -------- 1H5 - - -----------.-..-..-....-......-..� ................ I .................. ..... WDW VINYL SH W/GR & SCRN .............. . ---- - ----------- - --------------------- - -- - - - ---- � ..... 1-1- ------ I ------- -11- ----- -111- 27 1/2" X 63ti ----- I ----- I --------- � --------------- � ----- I ------------------------- - - ------------------ - - - ---- - ---- - ------ - --- 16100 - ------- ---------- 1-0354148 ___..__._._.._...__._....._. EA . . ...... . . ...... . ..... . ... . . . . . 3050-4050FX-3050 . .... . .. ... . . . . . ......... ... ----- ��----.-.�----.,-.�-.�---.----�. WOW VINYL W/GR & SCRN ----------- � ------- ---..._1--- ...... � ------ ­_­ --------------- ­. 121" X 60" 1610.3 W. L0419870 EA IHS W/1/ZRD _- ­_­_­_­­­­­ 1_------ . ................................ � I WDW VINYL SH W/GR & SCRN 27 1/2ts x 8v ........... ­__­ ­­­­­ .......... - - ­______­­ ... --i-I...' i.21-.,.,.�.2.1.i�m,��.�.�.�.�-..7.m,.2.�--.�'.2.2.21.2--..�.... -------------------------------- I - ------- - ---- 16103 ____________________'._..' L0419409 EA . . ....... . .. . . . . .... . .. . ........ . . . .... . ... � .... . ................... 3056 ARCH TOP ... . ........... . ........ . ............... . ........... . . .... . .. . ....... . ... . ....... -------------------- ____...­.________________'..' WOW VINYL SH W/GR & SCRN --------- 11-1 ------ ­­ - ...... 11111- 3611 -------- � ------ - ---- -1 --- I-. X 70') 16103 i -------- --- * ----- - -'------,-,--,-* EA . ............. ­"'­_­"__' 1H6 ....... _* ----* ------------------------------------------------------------------------------------------- WDW VINYL SH CLEAR NO GR W/SCRN -------- *---*-,------------- - ----------- - ----------------- - --- - ----------- 27 1/2" X 72" --------- *---: -------------------------------------------------------------- -------------------------------------- - 1 6103 164_5�i�­ ------- -'-' EA ' 34 1212,212.12 --- -11-1.1--, 'd1-_1-__.-.- .......... - . . ............ . . . & ........... 2-1.2 . ...... � ----- 21-21-1-1--1--1 WDW VINYL SH CLAR NO GR W/SCRN 1 - ... � ...... ­....- 54 I/8" x so 5/8" I ...... - ... ��..�.."-.�...�.....,-..211.�.21.���-�,-�.-.- 16103 L0317306 EA 1H6 ARCH TOP ....... --------------------------------------- ------------ WDW VINYL SH W/GR & SCRN - ---- - 27 1/2" X 76" � ------ 1- 16103 '_'__­ ------ --- - - ------------ - .......... �.-.....�.�--........-.........I L0367188 .. .. .. .. .. EA 1.�.....-....-....-..---.....-.-.---.-.-.-�-.---.---� -------------------- - - ------- ---- - ------- ----- 35 ---- --------------- - ----------- - ----- ---------------- - ---------------- - ------- -- ----- ___._­ ------------ - --_: ....... . .... -.-.- ....... ..... ............. ... ..... ... WOW VINYL SH NO GR W/SCRN ­­­­ ...... .. ­.... .......... � ............. I........-..-.............----------- - ------ _____.' 54 1/811 X 63" --------------------.-.-..-.-.-.-.-.--.-.--.-.-.--.--�-.-.-�-.-.-�-.. \ 16103 L0298906 _­... .. . .... ­­ ........ .......... EA . . . ... ----------------- 1146 TMP W/1/_2RD --------- - ------------ � . .................... I .... ... ....... ... . ................. � WDW VINYL SH W/GR & SCRN ......... . ... 1----_ ----- � --- "I ------- I ------- I-- --------------- tf. x gol; .... - . ......... . � .... ­;­ 271/2 � ---------- ­­ --------- - --------- ........ - ... � ........... 1-- .......... ­­ 16103 L0329-525 . -.k E A - --------------- ­­­ .......... . 35 ARCH TOP . .. I . ..... _­­_­.._. WOW VINYL SH W/GR & SCRN _' 54 1/8" X 67tk . - 16104 L0434441 EA ------- 2020 FX - - _____.....__.' .... . ..... ................. ... ... � .... . ........ WOW VINYL FX CLEAR NO SCRN ­­­­........ -- - - ---- - ------------- - --- - --- - --------­------- -_1_-_-- --------- ­­ --------------- I - ------------- ---------------------------------------------------------- -------------------------- _­­ ... I --------------------------- 24fl I -- X 2411 16103 - ------ - L0364384 EA - ....................... _._._..__....__.'_.' ...... . 36 . .--.-.-.....-....-.........--------- - - - ----------------- -.---..----.---- _1� WDWVINYLSHW/GR&.SCRN - - -------- � - � -------------- 54 1/8" X 721 � ----- � -------------- - ------------------ __ 16104 L0298926 EA 2020 FX ARCH TOP . . . ......... --"--2__- ­­"__"­­ ............. U- ­­.' '.' WDW VINYL FX WHT W/GR .... ­­___­­­-­ ----- - ­­ ._.­­_.­_­ ..... � ............. M-_- -.�...7.2-.,�=,.=...,...2�-.�-.,.,��...2.2.2�.I.�...�.M.2.�.2�-� - ---------------------- 24fi x 2911 - ------------ - -- - - I 16103 ---------------------. -, EA ___.__.........___.._._ .. . .... . .................................. 36 ARCH TOP . '._.__.__...._.__ . ......... . .......... . � -------- ­­ --------- ­_.. WDW VINYL SH W/GR & SCRN 54 1/811 X 7611 - ------------- __ ------- � - ------------ .1 __ ------------- � -------- � -------- 16104 L0369491 ---- ----- ­­____._ - --------- --------- EA ----- - ­....._­.- .. . ........ 2026 FX _._..._.____._.­_...___­ ---------------------------------------- ,.-----------.--.-.-.-.-.-.-.--.-. WDW VINYL FX WHT W/GR - ---- - --------------- � ---- --------------- :-.-.-.-.--.-.-.-.----------------- - ----------- - ------ - -------------- � - ---------------- - -----­-----_--- � ----------- --------- -------------_- - - - I -------- ­­ ------------ ­_ - � 24'f - X 30" 16-104 - EA ---'2.'x-._-.'-" 4020 FX TM P -1111-1-2-2.1-1...- . ..... - ... & . . .... . ... �--�.�.....-.�.,-�.,�.--,�--.-�.���.7.�.3���,.,.M��,--�.�--, WOW VINYL FX CLEAR NO GIR 1--_---.. ....' ..... � 4814 ....... . =.il-.,.,...�.�..2.U.M.m"l�����il.i...M.� X 24" 16103 L0327818 EA 2030 ....... 1' "i'O ... .............. ^'-""'-"-"--'--" "'WDW _"iO WDW VINYL SH CLEAR NO GR W/SCRN 1� -- - ---- ^ ­­­.- .... � . .... ­­24"�X�36 ----- - ..... _. ---- __­ -------------------------- - ......................... ___ 16103 ------- - ­__­_._­_­___­ --------------- - -------- �.--.......--,---.........",-..,..,..---�.-......---..--...--.- L0430847 EA - -------- - ------- � ----------- ------------------- ---­--------- 4030 FX TMP - - --- I � - ------- -------- � - ----- ------- - ----- - ---- � - ------- � - --------- ­­ - ------ - ---------------------------- --- --------------------------- - ----- - - ------------ - � ....... .. WDW VINYL SH CLEAR NO GR . ,-..-........-..........,....-......-.....-....'� ---------------------------------------------- 11 -----------------.-.--.-.-.--.--.--.-�---�----� 4841 X 3615 - ----- ----------- - 1610.4 L0352196 . . . . . .. .... . . ..... . ...... - EA ----- � ---------------- f� ----------------------- .-......-..-..--..-..--....-........-..--..�.-..��......-....--..----- VINYL FX WHT W/GR - --- - ----- - --------- - ----- � ..... - ---------- I ----------- I -------- ----- � -------- I ----------------- "I-..-- - ---------- - ------- ---- 24*0 ------ ­­ X 36" 15865 _i4 ___ ...... --_-..1 "_� - ----- ------ - -­­ - ------------ - -- - ---- . . . . . .. . ......... ,-.--. ---- WDW VINYL SLIDER WHT W/GR & SCRN _.� _____ -",-- 48" ___ X 42" 1610.3 L0298928 . ........ --'"--*'* ­ - ----------- EA ----------------- 2030 W/1/2 RD - * -- -----------------­--- ­__'_'_"­'_'_'­­ ......... WOW VINYL SH WHT W/GR & SCRN _'_' -------------------------------- - -------------- - ----------------------------------------- --------------- ----------------------------------------- - ----------------- - --- - - - 24t' --- - ----------------------- ---------- - --------------------- - -- X 52" 15865 ---------------- L0354129 -.--- EA .... . . . .... . .... . ..... � . . .. . ....... . ..... . .... . ...... . ....... 4040 I ....... . .. . .......... . ........ . . ....... . . I ....................... ................ . . -1 ._.. WDW VINYL SLIDER NO GR W/SCRN - .- ---- I ... � ------ � ----- I --- I --------------- 4801 -_1 --------- I ------------- X 48#1 161.04 . , L04-34444 EA 2036 TMP FX -,..-..-.,....,.,SIAI.Ii,21.1�.I ---- ---.1 .............. � ...... 111 1 WOW VINYL FX WHT W/GR .......... M-- . .... �.��.-��-����l-.,-�������-.���.�..,..,.-.��,.�..�.�.�-.�.� ........ - ... . .. 111.-_ ,�...71.=.�.M,--.�.,.�.2.m.!,.���-.�.�.,.2.�-2..�.�...�.-...2.2.2..2.. 1 2411 - --- - ---- - ------ X 42" 16104 ______ - ------ - - - L0354141: _.- EA _.- .. . . . . . . .. . . . ... . ....... . ............ . � ................. ... 4040 FX .. .. ....... --.--..--..,.,-.....-..-.-....-..-...... ........ __.'_.'_.___ - ---- - ---------------- - -------- - - - - WDW VINYL NO GR _. � __ .... � --------- � -------- - - --------------- 48" - ------------ - ------------ X 481) 16103 L0317309 ----------- --- -----'----, EA ....... ­ ­ ... . ... .................. 2040 _'_'___­_' _­ ­ ------------------------------------------------ -, _* WOW VINYL SH CLEAR NO GR W/SCRN ---------------------------------------------------------------------------------------------- - -----------­---- ------------------------------------ --------------------------------------- 24" ----------------------------------------------- X 480' 16103 - - __ - 'CEiii2�' EA '.__M'_.._"'_--_.' .... 12--w 4050 ,�.,�l.--�-111.1�-,-,Z.,,..�.,2"-,.-,2,.,!,-"-,�""�--,.��������.�.��.�,.�.�.����-���-��������,�,� . WDW VINYL SH WHT W/GR & SCRN . . . ........... ­______"___­_­­ 48" ...... 211.�-,�-.�-1.2.�.7.2.1.2.,.,-�.2�l,�.�.�-- X 60" 15103 L0366113 EA 2040 ARCH TOP ­._­ . ........... � .......... . ­­­­­ ------ - -- ­­­ WOW VINYL SH W/GR & SCRN ­­­­ �'; . _____.__________' 24ff __ .... X 52" _____________ 11510-0 ­- - -'-'--'-'-' - -------- . ................ . ........ LG427856 .-..-...�.--...,....---....�.�..., EA .-I-I....' ........... ­.­­ -- --------------------- ----- - - ------- ---- . .............. . 4050 TWIN 1� ---.1- - - --- - ----- � --------- ----------- - � --- --- - 1-1 ------------------------- - - - --- - -------------- ------------ - --------------------- ----- -- - ----- - �-.-�--.-.-�--.-�---�..-..�..--..-,.,...-.,........-....-,�.....� WDW VINYL SH W/GR & SCRN -------------------------------------------------- I ----- - -------- - - ____ -------------------_- ----------- � - - 96 1/2" X 60" 16104 L0362731 -..�.-.--.-......-.-..-..-..........----.. EA ----------------...---------------------.-..........��.�.�........-..-................-.�..�-�'. 2040 FX TEMP WOW VINYL FX CLEAR NO SCRN ­............. --------- ­­ --- - ------- - ------------------ � ------- - - ----------- � --------------- � ----------- - -------------- ---- - - 11 24" - � X 48" 16103 L0460341 -, _iA__� . ____ 5/OX5/0 - FX � TMP _._._____.__ __________'_ __! WDW VINYL ill CLEAR NO GR -I--'------ 60" . X 60" 16103 L0363422 EA ------- 2040 W/1/2 RD ----------- ----------------------­--­- ­­­ ........ WOW VINYL SH WHT W/GR & SCRN ... ­*­'________ - ------- _____' I- ---- -11--- ---------- - � ----------- � --------------- _1 -------------------------- ------I-- -------------------------------------------- 49 24 --- X 64" - ---- - ---------------------- 1 A565 ----------- EA .-.-...-. ........ 50-44 - - ...... . ­­ . .................... . .......... ­­ . . .. . ........... -......-..-------.�-------.--.,-.,----- - ------------ __________________ WDW VINYL SLIDER WHT NO GR W/SCRN ------------------ --- � --------- 60" ___ 1 � k ---------------- � ---------- X 52 16103 L0417692 EA _­iA ... ' - "'" 2050 ...... ...................... .. WOW VINYL SH CLEAR NO GR W/SCRN i .... -------------- --------------------- 'j6 ... 'IR 2 -------------------------- !-'­--"- � 24" X 60" 16104 .,-----------------. L0435847 __. EA - . ... . .... .... -...-.. ........................ � . . ......... 5052 FX TMP - _... . . .. . .. . .. . .......... . ... -.,-.....-...-.-...-...-.-.....-......----- - --------- ------------- - -- ------------- - WOW VINYL FX CLEAR NO GR 1t_._-__- _.' ________'____ ------------ � -------------- 60kj __ --------------------- � ---- X 62" 16103 1 ___ iii�i - i-'_ - - .... ............. ... ...... 2060 i�i_FAREA -.-.�...-...-..-....-.-.-.--.--.----� ----------- ­__________________._ -----------..-.-.-.--.-.--.-.-.----------------'-'-'-'-.-.-.-.-,-� H_'�i�'. iE�--� i�' W i'�� k ............... ­--­-.--------- - - - -- - ------- - ----------------------------- ­- - ---- - - ------- ----- ---------------------------------------- - - -1-1111- -------------- � --- 24" I ------- X 76" 16-104 - -'-"-- _16i4��6� EA 54X12X.24 ARCH "�'I'l"'--'-""---'"-'!!-"-------,� ... __"'_'__ ....... .. ___a ----_------_1 WDWVINYLW/GR ' - ­­­ ..... � ......... -1 ­­­­­ 544' ...... I'�--.�.�.��M.Ml.i-,..il-.2.2.M.�.il.�.�.. X 28" 16103 L0298930 -EA .... .....,.2060-,TMP,W/l/2,RND.".,.,,,,. .,WDW ..... .......... .. ___ ___­ � -------- VINYL SH WHTW`/GR & SCRN ____ -;I.- ...._­.__.___..__._­ � 24" I ............ ----------- __ ...... I-- --- 11-1-- X 980' � .......... 16104 ­­­_­ . ........... ......... ... .......... ........ � . . ­­ ----- ......._......__ EA .....__....­_..__.. - - ----------- ------- ------- - ----- ------- --------------- ------- - ----------- 54X27 -------- - - - - ---- - --------- ----------------------- - - � ------------- - - � ------- - ----------------- ----------- --- --------------------- ----- ---------- �.--..�...�.�.�.�.--........,.,.......---..�.-,.� WOW VINYL 1/2 RD W/GR ..... ­­­­ ------------------------------------------ ----------------------------------------- 54" X 31 31 ­­ -------- --------- - - - ------------------------------- EA ----------------- 23 --------------- - ------ ­­....- ...... . .... �...-........-.-�.-..................-..-..--......,-.�----.�--.�--.� � WDW VINYL SH CLEAR NO GR W/SCRN -------------------- - --------- - --- ­­ --- - ­- ­­­­ ----------- 11-- ......... 38tt X 38 3/8 04 � ----- ­­ ------- - --------------------------------- - --- - ----------------------- ­­­ .... ­­­­_ 16104 .... . EA . L�___________ . . ..... . __ 5&X28X56 1/2 RD 11, ... ......... _.__ .... WDW VINYL W/GR 11 I .. _._ 581, x 611, 16103 L0319052 -"-"' . ...... . . .. ----""-------''-EA EA ---------- I 24 _­_­'" ---------------------- *­'__­__­'''""'_''__'"' - WOW VINYL SH CLEAR NO GR W/SCRN "__""' ------------- - - --- ----------------- - - - --------------------------------------------------- -- 38" X 50 5/8" ------- ------------------------------- - -------- - ------ - --- --- - ---- - --------- - -- - ----------------- - ---- - --- - - 16104 _____________________. EA -..---... ...... . ......... . .. . 58X4OX30 ARCH . ..... 1� ........... ..... I ..... ­­­ ..... ... ... I ... ................................. � ------- --l- --------- _._­__._____._­_.._.____.. WOW VINYL W/GR ____ ------- 11-1 ---- ­­.- - - - 5 � 811 - -- ------- X - 4411 ---- I --- - -------- ­­­ 16103 M. L0369187 24 W/1/2RD .. . ..... . __' I ............... � ... - t..._ WDW VINYL SH W/GR & SCRN ...... ­.­_­_'_­­­­­­ ---- - - - - ... ­­.___­________ --- ­­ ...... --.7.2- " fp 11 38 X 74 ��,.n...�.....M�7--.�.-...�-.�.-�.t.�...M�m�.M-�-.�.�.M.M.2 7 9 T I ------------- - - - ---- 16103 --- ----------- L0314657 __ EA -..-...-,--..-....-..--..-...-.-,..-...-.--.- IH3 � ..... �........-.....-.-......-...----------,- - -------- -_'__'_._..___.-____.._.1 WDW VINYL SH NO GR W/SCRN I --------- -1- ------------- 27 1/2" X 38 3/8" ­'­ ----- -11-- ------- -1-1 ----------- ­. 16103 ��_'_­­ _­_­ - --- ----- --------- ------------- - ,-....-....-....-....--.,..--..� ii�­ 2'4-5 W/FLANGE -------------------------------------- --------------------------------- ----------- WDW VINYL SH W/G R & SCRN _­ --*-'---'------'-------'------,------------"----"----------- - ------------- 38" X 56 1/4" - . I -2-2-11.11.1.1.1 ------ S_'___'."__M ,121-121- ............. . -'._.'_"__&_&'_'-'S-- . ................ -1�����������.���.,��-���-��-.2.211--l-�-�-�-�-", - . I ­_­: I ...... �������-�-���..!I.i..-...�-,.-..,.=,�.�.1 ---- ---.1-1.. 16103 L0298907 EA 2430 ...................................... .... - ---------------------- WOW VINYL SH W/GR & SCRN .... ... ..... ..... ... .... - _V" -C' --- -N ... -R ... -N .............. - ------------- - ------- ------------------------------------------ * ---------------------------- -------- " ................. 22 .... � ....... ------------------------------------------------ 281% X 36" __­_._____.__­__­.__­ --- - --------------- ­­... Transorns I . 16103 L0367488 ----------- -- --------------------------- - - EA --------- ... . ........... � ............... 2436 �i -.-...-....--....-....-.-.....---.-...-----------------------� -------- ----------- W, I Y'L"`S'H W D WA"T W /'G" & S R � ------------ --------- ­­ - - ------------------- --------- ----- ------- ----- � ------------------------------------ --------------..-.-.-.-..�--.-.I ................. . ... __.___­_­__._­ -------- --------- --11-1-1- -------- I ------ 28" I ---- I --------------- X 42" - 16-104 '_______'_'___' LO -429519 EA ___ .. . . . ................ � .......... -----.".�,--,..,�"--''�,.-.�-.��,-",,Z�.,� 2014 . ..... I ... & ............ _'_'___ .... ... ��-��.,�,�,�,�-�����-�---�--�-..,-.�.����.--�-. TRANSOM VINYL WHT NO GR "__________ ........ 254'X 17" !������.-.--���.���.�-.M.2.M.7.2.m.��,.=�l.!,.-,.M.�.�.,.�.I.�.I.�.�-2.m 24" X 16" 1610-0 L0430846 EA 2450 TWIN "iX ......... 1 'i��"ii�'� ----- - ------ - -- ------ ^^--,-, WDW VINYL SH CLEAR NO GR W/SCRN _­.A­"� .. "'W'^ -D" -W -;I .1 ---- � ... � ... - .............. -28" __._ X�60!1 - - ------ 111- --- 16-104 ----- ---------- ... ......... ........... ... .... ........... ....--,..-,....-.�--..-..-........,......--..�-..� EA - - ----------------------- - ------ - -------- - - - -------------------------- 3014 - - ------------- '____­___. - --------- - - - ---------------- - -------- ----------- ------------------- --------------- ----- - ----- - ------- _____­ ..................... ­...­ TRANSOM VINYL W/GR ........ . .... � .�.�..-......-......--..--.........,-....-...� .. ...... ----------------------- 37" X 17" -- - , -------- 36" - --------- I - I -- - ------------------------------- ---­------- - X 16 16103 6i9"i�6i­­­ 1 ..... -- - ­ 1 '25 -­ --­------------ - --- . ........ ^-"--"' "'WDW 1 VIN-Y-i4s"A W/GR & SCRN -, '--'-^'- �, -------------- - -------- - _i8_" - ... .; .................. "I'll- - 28*'X 72 16104 � .. .. EA k . ......... . . . . � --- - - - ----- m ...... 3044 . . �' ___...._.__....­ ______ TRANSOM VINYL W/GR L - - - - -------- 144 ----- 4- 37" X 53':' 1 -­_ 3604 - X 52" 1 ......--.-...-.....-..-.-.-,..-..-----. EA I ----------------- I .---------------------..............,..-........-..--..---..........--.,-.... I I VINYL SH CLEAR NO GR W/SCRN .­.....­ .... � - -- - ----------------------------- - -------------- � ------ � ------ � ... � .... - ------ ­­­ ..... - I - X 63 11 I ---- � --- 1-1 ---------- - ---------- -1 ------------- - ------------- � � � - - - ---------------- ­­ . ......... ­­­ . - -- - -------- - --------- 16104 - _. - L0324888 - - - ------------- - - - -- _'. - -1 EA . ___. - " - - - - ---------------­­------ - --- 3214 TMP i ---...,--....-.--..-.....,--.-..-...---.-.-.---......-...-.............---...-..............-...-....-.-..-.��� . --a TRANSOM VINYL WHT NO �� . ........ ......... _... ------------------------ - ------ ____ . �. .. .. ______ 391# X 1711 I - 11- ----------- � -------- 3911 - ------ I -------- I X 16f - ---------------- -1-1 --- - A R C H I T E C T S I Desi n uo Giro 12. 1 ne. .L -+&+.L N. KWNIALIJ KEMUMN OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 5153E333rv. & ES�rp. KENSINGTON RESERVE (LOT#119) I MODEL. - LARGO (VERSION#01) I PROJECT#: 1 02997.000 PAGE: WINDOW SCHEDULE L ARCHnEcT. STATE QF- FLORDA - - � I ' I - , - . - - � - - - . -- I - I� - - - . - - - - - - I - I I - - - - - - / I- - _41 A 0� Y/ 3DATE�f /,f/3/18 scl:�: i'/4 n=is-on SH;v T F` / D7 I % . - !.�j 5153E333rv. & ES�rp. KENSINGTON RESERVE (LOT#119) I MODEL. - LARGO (VERSION#01) I PROJECT#: 1 02997.000 PAGE: WINDOW SCHEDULE L ARCHnEcT. STATE QF- FLORDA - - � I ' I - , - . - - � - - - . -- I - I� - - - . - - - - - - I - I I - - - - - - / I- - _41 A 0� Y/ 3DATE�f /,f/3/18 scl:�: i'/4 n=is-on SH;v T F` / D7 I 1'THICK, 3 COAT CEMENT NOTE: NOTE: PREFORMED PLASTER SIDE LAPS OF METAL PLASTER BASES CONTROL JOINT SMALL BE SECURED TO FRAMING APPROVED BUILDING WRAP SHALL B� LAPPED A WRB LAYER 02, ORT11=fB R Bl�(LD(NC MEM5ERS. THEY SMALL 8E TIED 5ETWEEN MINIMUM OF 6' IV VERTICAL LAPS (ROLL ENDS) 4 FLANGE OF CONTROL JOINTS TO BE WIRE TIED PAPER (OR APPROVED EQUAL) SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE 6" tv HORIZONTAL LAPS. TO LATH 6 9' O.C. MAX (VERT.) APPROVED METAL LATH FASTENED AT INTERVALS NOT MORE THAN 9' NOTE: DO NOT FASTEN CONTROL JOINT TO 61' (VERT.) O.C. MAX AT SUPPORTS (229 -MM). AS PER ASTM C1063 1.8.1. WALL EVEN IF STUD EXISTS BEYOND EXCEPT NOTE: LATH VERTICAL STAPLES W/ %8' LEG MAY BE USED TO TEMP. WRB LAYER 1, STUCCOWRAP FOR REPAIR OF TEARS IN WRB LAYERS, LAP TO BE 1' SECURE CONTROL JOINT DURING INSTALLATION (OR APPROVED EQUAL) TEARS MAY BE PATCHED PEEL 4 STICK ,' MIN LAI" w METAL LAt1I TEMPORARY STAPLES TO BE REMOVED AFTER x x x x THICK INSTALLATION s , 3 COAT CEMENT PLASTER WOOD SHEATHING METAL LATH METAL LATH FASTENERS TO BE SPACED *• t° MINL WR8 LAYER MIK PROTECTED FLASH TAPE WRB LAYER #2, FORTIF15ER b' to 8' b' to 8' �I, STUCCOWRAP � �' O.C. MAX VERTICALLY M� >•,Ir►. BEHIND CONTROL JOINT WRB I TAPED TO b• MIN pApEii LAID »Low cNLY lOR APPROVED BUILDING PAPER (OR LATH SHALL NOT BE CONTINUOUS THROUGH PROVIDE 2X4 BLOCKING PLACED EQUAL) DIRECTLY APPROVED EQUAL) SHEATHING w/ WRB 4 CONTROL JOINTS BUT SHALL BE STOPPED AND FLAT MAX. 6' TO 8' FROM CONTROL #2 OVER TOP. WRB TO SHEATHING TAPE WRB LAYER �1, TIED AT EACH SIDE. PER ASTM 01063 1.10.1.4 JOINT WHEN CONTROL JOINT FALLS TO BE LAPPED STUCCOWRAP COR WRB LAYER #2 ON STRUCTURAL STUD y z }r k:f ..x ,, :..� WOOD STUDS VERTICALLY 6' MIN. FORTIF(BER BUILDING a. r <f �sFh r .}�.. A x, APPROVED EQUAL) NOTE:- STUCCO OVER MIN LAtW DIRECTLY TO SHEATHING 1. FASTENERS FOR LATH TO BE NAILS OR PAPER (OR LA "LOW R i a METAL LATH. METAL APPROVED EQUAL) STAPLES IN COMPLIANCE W/ ASTM 01063 SHEATHING LATH TO HAVE 1' VERTICAL LAP MIN. aVERTICAL LATH 2. WIRE TIES To BE (NO. 18) 0.0415 WIRE d & PAPER . DETAIL WOOD SHEATHING TYPE "M" CONTROL JOINT � 3. BLOCKING SHOWN MAY BE IN ADDITION TO 1 9GAI.E=K7& �1 WALL STUDS REQUIRED PER PLAN NOTE: APPLY SEALANT AT 'M' CONTROL HORIZONTAL LATH JOINT END TO END CONDITIONS & PAPER DETAIL 2 PAPER LAP CUT TWO PIECES OF FORM FLASH I USE FINGERS TO MOLD THE REMAINING HALF OF THE WIDTH OF PIPE OPENING FORMFLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 115 TIGHT TO THE PIPE AND TO THE LOCTITE SPRAY ADHESIVE DIRECTLY SHEATHING WITH MINIMAL AIR POCKETS OR BUBBL 5. TO OSB AROUND PENETRATION E 1' OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM WOOD SHEATHING V. HALF OF THE PIPE, REMOVE WATER RESISTIVE BARRIER THE RELEASE LINER AND FOLD LAP SIDING (PER BUILDER) .. . THE FORM FLASH 1 IN HALF TAKE SECOND PIECE OF FORM •r (LENGTH WISE WITH ADHESIVEFLASH I AND APPLY IT TO THE MINIMUM LAP (PER MANUR SPECS) LEGEND O THE EXTERIOR) :.. TOP HALF OF THE PIPE IN THE ALIGN THE PROTECTO FORM FLASH 1 A WEEP SCREED } . DRAINAGE PLANE STEP 1 STEP 2 SME MANNER, MAKING SURE (W AY WITH THE CENTER OF THE PIPE. ADHERE THE OVERLAP AREAS ARE STARTER STRIP (PER MANU1=. SPECS) RBL ER �1, FORM FLASH 1 TO THE BOTTOM HALF OF STUCCOWRAP OR PRESSED DOWN TIGHT TO THE MINIMUM CLEARANCE APPROVED EQUAL) THE PIPE AND WRAP AROUND THE PIPE. PIPE AND SHEATHING. VED E L (PER MANUF. SPECS) .� TAPE WRB LAYER #`I, ,� � � ,. WRB LAYER *2 PER FBG 8103.1.1 STUCGOWRAP COR APPROVED 5X1 CONTINUOUS GALV METAL z (FORTIFIBER EQUAL) DIRECTLY TO SHEATHING STEP FLASHING (NAIL TO ROOF % BUILDING PAPER OR EXTERIOR LATHING AND PLASTERINGDECK, NOT WALL SHEATHING) 7 APPROVED EQUAL) WRB LAYER #2, FORTIFIBER a a EXTERIOR USE OF PORTLAND CEMENT PLASTER BUILDING PAPER (OR o CAP SHINGLE - DO NOT NAIL o SHALL COMPLY WITH THE APPLICATION METAL LATH X x x x ,�. REQUIREMENTS OF ASTM C 926 -12A. APPROVED EQUAL) _ ADHERED SHINGLES TRIMMED STUCCO METAL LATH a INSTALLATION OF EXTERIOR LATHING AND `i _. TO COVER FLASHING STRIP FRAMING SMALL COMPLY WITH ASTM C 1063-12A PROTECTO FORM FLASH 1 WOOD SHEATHING �% CONFORMABLE AIR/VAPOR G :.X . BARRIER TAPE DIRECTLY X TO SHEATHING SELF-ADHESIVE FLASHING INSTALL FASTENERS :. LOCTITE SPRAY ADHESIVE (CLIPS, STRAPS, STAPLES) -•. i.:.: DIRECTLY TO OSB AROUND NOTE: AS REQUIRED TO SECURE x." PENETRATION METAL LATH: LATH TO BE PER PIPE/ WIRE To FRAMING . x SIDING STUCCO FBC R103.1.1 / ASTM C-841-09, ' ELASTOMERIC COATING MIN. 2.5 LBS. PER SQ. YARD ; PIPE PENETRATION DETAIL :: = (OR APPROVED EQUAL) (UTILITY OR NOMINAL LATH DOES =KTP OVER STUCCO/ C.V. FINISH NOT MEET SPECIFICATIONS) (SEETYP WALL SECTION) "L" FLASHING SECTION 4 �,K?& WRB: WATER RESISTIVE BARRIER ARCHITECT S FAX -407-774-4078 www.abdesigngroup.com AA #: 0003325 sUBDIV. & LrOT: KENSINGTON RESERVE (LOT#119) MO DEL& LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: WALL ASSEMBLY DETAILS aFlQjrrEcr. $TATE OF FLOWDA APR J �8" ,A SELL DAT 4/3/18 sC 1/4"=1'—O" SHZET VAI DOOODOOOOI sUBDIV. & LrOT: KENSINGTON RESERVE (LOT#119) MO DEL& LARGO (VERSION#01) PROJECT#: 02997.000 PAGE: WALL ASSEMBLY DETAILS aFlQjrrEcr. $TATE OF FLOWDA APR J �8" ,A SELL DAT 4/3/18 sC 1/4"=1'—O" SHZET VAI TEXTURED CEMENTITIOUS COATING WRB LAYER I, STUCCOWRAP (OR APPROVED x EQUAL) - WRB LAYER 2, FORTIF(BER BUILDING x WOOD SHEATHING PAPER (OR APPROVED EQUAL) 8' THICK, 3 COAT X' VENT CAP IS TO BE SET IN CONTINUOUS BED OF CEMENT PLASTER WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED SEALANT. EQUAL) TAPED DIRECTLY TO SHEATHING PREMANUR DRYER VENT CAP ONE-PEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP WRB APPROX. x APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT ., �_ 1 Y�" ABOVE SHINGLES NON-MOVABLE FRAME AND STUCCO ON ALL D IVERTER 1 M(N. ~ • �, SEALANT ALL SIDES ��""�'". SELF -ADHERING FLASHING " SIDES, Y' SEALANT s JOINTS ALL AROUND !'THICK, 3 COAT CEMENT PLASTER STEP FLASHING LR��RVENTLOCKBMETAL LATH DRYFLEKT KICKOUT DIVERTER WRB LAYER *2 FORTIP1 UI IN � SERB LD G PAPER COR APPROVED EQUAL) ° BUILDING PAPER 9 ' ' FELT UNDERLAYMENT 6A DRYER VENT FRAME} OVER QUICK FLASH PIPE THROUGH WALL 0PER FBC 8-103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3', FASCIA (WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SMALL EXTEND 1/2' BELOW BUILDING PAPER COMPLY WITH THE APPLICATION REQUIREMENTS OF SHEATHING, MECHANICALLY UNDER QUICK FLASH A5TM C 926-12A. FASTEN 4" O.C. MAX. A VENT PENETRATION INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHIN WR$ LAYER 02, FORTIFIBER LEGEND WOOD—WRB LAYER), BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 3; 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER 1, STUCCOWRAP INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD APPROVED EQUAL) METAL LATH OR APPROVED EQUAL AT BOTTOM OF ROOF 4 WALL i KTa SHEATHING WRB LAYER *2, SOD --1/8' TEXTURED FINISH s WOOD W AY *2 INTERSECTIONS FORTIF15ER CONSTRUCTION RBL ER 8' GMU FASTEN TO WOOD STRUCTURAL (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR MEMBER tv 1' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF SHER-CRETE APPROVED EQUAL) = � :V' TO W MID -WALL METAL LATH X X X X THICK 3 COAT CEMENT - a FLEXIBLE CONCRETE WATERPROOFER or 1 $ JEEP SCREED WOOD FRAMED PLASTER STUCCO SCRATCH COAT PRIOR TO ELEC. METER 6' WIDE STRIP SELF INSTALLATION WALL YS' TO 1/8' MID -WALL ADHERING FLASHING, CLEAN WOOD SHEATHING WEEP SCREED MASONRY BEFORE APPLYING SELF-ADHESIVE FLASKING 1 )PER 3iWAU 6' SELF -ADHERING FLASHING TEXTURED FINISH tv MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: (FRAME TO FRAME 7B(FRAME TO BLOCK METAL LATH: LATH TO BE PER FBC 81031.1 / ASTM ELEC. METER FIELD VERIFY 7A �E= RTA. �: N.T.G.NT6C-84� 09, MIN. 2.5 LB5. 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 CUT ENOUGH PROTECTO FORM SEALANT ON TOP 4 SIDES ONLY FLASH 1 PIECES TO COVER BOX 4' NOTE: ATTACH PER s 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 FOi�'1 CAVITY To BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING POLYMERIC ISOCYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE FOAM ('GREAT STUFF' OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CLOSER WOOD SHEATHING THAN I' TO CORNER. STEP 1 STEP 2 STEP 3 UJRB LAYER *1, 5TUCCOWRAP APPLY SEALANT AT TOP 4 (OR APPROVED EQUAL) SIDES OF ELEC. METER BOX PROTECTO FORM FLASH 1 ELASTOMERIC COATING AFTER STUCCO INSTALLATION SELF ADHERING FLASHING COR APPROVED EQUAL) APPLY E -Z BEAD °• 0 0 0 0 0 0 e° OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE 'D' FELT (OR APPROVED EQUAL) (SEE TYPICAL WALL SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE 'D' SECTION) METHOD AS DESCRIBED IN DETAIL 3 OF WAl OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT ° • ELECTRICAL CONDUIT o° METAL LATH PENETRATION PIPE PENETRATION DETAIL AT ALL JOINTS AND . °. ° • ° e .e.o.e.e A - APPLY 1 GOAT OF SHER CRETE FLEXIBLE CONCRETE WRB LAYER2, FORTIFIBER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR ELECTRICAL RECEPTACLE OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) STEP 4 STEP 5 9 Kra coNsr� STEP 6 ARCHITECT S -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SU$Drv. ac LOT: KENSINGTON RESERVE (LOT#119) MO DEL& LARGO {VERSION#01} PROJECT: 02997.000 PAGE: WALL ASSEMBLY DETAILS ARCHrrr=C r: STATE OF FLORIDA APR Q AR C 7 DATE 3/18 SC :1/4"=1'-0" SH ET WT A 2 �IIII'I'll� �vvaovvovv, SU$Drv. ac LOT: KENSINGTON RESERVE (LOT#119) MO DEL& LARGO {VERSION#01} PROJECT: 02997.000 PAGE: WALL ASSEMBLY DETAILS ARCHrrr=C r: STATE OF FLORIDA APR Q AR C 7 DATE 3/18 SC :1/4"=1'-0" SH ET WT A 2 f WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER #I, - STUCCOWRAP (OR APPROVED EQUAL) $' THICK, 3 COAT — CEMENT PLASTER WRB LAYER 1, STUCCOWRAP COR APPROVED EQUAL) AMICO AM66-WFWC--180 CUSTOM CASING BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) J' THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) w i 6" SELF-ADHEREING FLASHING WRAPPED -6 CORNER OF CANTILEVER AMIGO AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK a DRIP EDGE TO DECK I Y'XI Y4' 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 0 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 Y2'XI Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y' GAP FOR BACKER ROD 4 SEALANT $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 111GOMPONENT5 PULLED I APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER #2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X x X - X STUCCO I d =. WOOD SHEATHING SELF-ADHESIVE FLASHING II. VINYL (OR APPROVED. EQUAL) CASING BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH 8' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CASING BEAD 3' 26 GA. GALV. METAL DRIP ;E SET IN FULL BED OF SEALANT, SPACE FROM DRIP FACE TO TREX iAP FOR BACKER ROD 4 SEALANT 'L (OR APPROVED EQUAL) CASING BEAD THEIR RESISTIVE BARRIER 01 THER RESISTIVE BARRIER 12 NOTE: METAL LATH: LATH TO BE PER FBC 8103:1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOLATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER #1 -WEATHER RESISTIVE BARRIER #2 -" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) &RR!g EDGE INSTALLATION Y' GAP FOR BACKEi;� 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) CASING BEAD 1 Y'XI y' P.T. OR SIMULATED WOOD (TREX) WATER PROOFING lot LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 rhaft ill I „gra PULLED APART FOR cwwrr WEATHER RESISTIVE BARRIER #2 s" THICK, 3 COAT CEMENT ' PLASTER 4 POSITIVE DRAIN WEEP SCREED R NO GAP IN FIELD VINYL (OR APPROVED EQUAL) CASING BEAD (SHOWN FOR CLARIFICATION OF VINYL (OR APPROVED EQUAL) BEAD SEPARATE ACCESSORIES ONLY) VINYL (OR APPROVED EQUAL) CASING BEAD 1B BALCONY DRIP EDGE INSTALLATION NOTE: SET RAILING LAG BOLT ATTACHNM NT Kra. E S IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING s rt' O.C. MAX. WRB LAYER 11 STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 12A CORNER BEAD 11 FRAME CORNER BEAD (FASTENER 4 SPACING s -I' O.G.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MASONRY UNIT 12B CORNER BEAD @ BLOCK BCOQ KTA COLUMN SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER 02 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 X2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y2" X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING 1 X'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER #2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION CF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION COLUMN W/ L FLASHING A R C H IT EC TS LONGWOOD, FL 32750 — PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i 1 �I'I"I"II \DOODODOOOj SUHDiv. & LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT: 02997.000 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE Cr— FLORIDA APR JAMES C 'FELL -AR N 11©79 DATE: '/3/18 SC :1/4"=1$-0" WOOD SHEATHING WOOD SHEATHING WRB LAYER 11, STUCCOWRAP WRS LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) �N $THICK, 3 COAT CEMENT WRB LAYER *2, FORTIF15ER <' WRS LAYER #1, STUCCOWRAP WRB LAYER, FORTIFIBER WOOD SHEATHING PLASTER BUILDING PAPER (OR COR APPROVED EQUAL) BUILDING PAPER Y{�GAP TM�' " '"� m METAL LATIN APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) IX TRIM MEMBER STUCCO TO TRIM METAL LATH W A MET AT x WRB LAYER i, STUCCOWRAP TO SIDING TRANSITION WRB LAYER 02FORTIF15ER RBL LAYER ALL (OR APPROVED EQUAL) SIDING $' THICK, 3 COAT SIDING— BUILDING PAPER (OR �' TI -LICK 3 COAT CEMENT WRB LA FO BUILDING PAPER x YER RT(FIBER (OR APPROVED EQUAL) CEMENT PLASTER " APPROVED EQUAL) s PLASTER BUILDING PAPER (oN SELF - ADHERING METAL LATH VINYL COR APPROVED EQUAL) _, (OR APPROVED EQUAL) WOOD SHEATHING FLASHING r (EXPLODED �N THICK, 3 COAT ANGLED CASING BEAD METAL LATH j DRIP CAP VIEW FOR CEMENT PLASTER (o'SELF-ADHERING FLASHING 4 IExPLoDED s' THICK, 3 COAT - - - — -- CLARITY) VIEW FOR \ DIP CA CEMENT PLASTER CLARITY) WINDOW FLANGE WINDOW FLANGE WRB LAYER 1, STUCCOWRAP WRS LAYER 01 STUCCOWRAP (O APPROVED WRB LAYER 1, STUCCOWRAP COR APPROVED EQUAL) R PPR VED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CA5 G BEAD WRB LAYER 1, STUCCOWRAP WRB LATER 011 FORTIF15ER BUILDING (OR APPROVED EQUAL) CASING BEAD PAPER (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING METAL LATH (oPAPER (OR APPROVED EQUAL) SELF ADHERING $' THICK, 3 COATFLASHING OR PEEL 4 STICK METAL LATH SIDING TO STUCCO CEMENT PLASTER $' THICK, 3 COAT CASING LEALmV SELF -ADHERING - CEMENT PLASTERKTP FLASHING 6 "SELF -ADHERING DRIP CAP FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH 13A FRAME, NO BAND @jtRAME9 W BANDN.Ta WR5 LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION BEYOND LEGEND WRB LAYER #'2, FORTIF15ER BUILDING x UJRB LAYER I, STUCCOWRAP WOOD SHEATHING DRAINAGE PLANE PAPER (OR APPROVED EQUAL) COR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER WEATHER RESISTIVE BARRIER (WRB LAYER M, STUCCOWRAP s' THICK, 3 COAT BUILDING PAPE OR APPROVED EQUAL) CEMENT PLASTER R FATHER RESISTIVE BARRIER 02 V SELF -ADHERING FLASHING TOR APPROVED EQUAL) X -I Y¢' LAP SIDING W/6REVEAL WEATHER RESISTIVE WRB LAYER #2 VINYL (OR APPROVED EQUAL) _ METAL LATH RE VE BARRIER (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD " N b' SELF -ADHERING FLASHINGo WEATHER RESISTIVE BARRIER *2 OR APPROVED EQUAL) THICK, 3 COAT CEMENT (EXPLODED PLASTER STARTER STRIP PER STARTER STRIP PER METAL LATH x X x X VINYL (OR APPROVED EQUAL) ; V(Euw FOR MANUFACTURER'S INSTALLATION a MANUFACTURER'S INSTALLATIONCASING BEAD CLARITY) INSTRUCTIONS INSTRUCTIONS STUCCO DO NOT CAULK OR SEAL OPENING +o' SELF -ADHERING FLASHING WOOD SHEATHING SELF-ADHESIVE FLASHING CASING BEAD RAISED GALV'D METAL 'Z' FLASHING GALV'D METAL 'Z' FLASHING JTNFRAME DO NOT CAULK OR SEAL OPENING NOTE: @ZU- STUCCO CASING BEAD METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR a. d GALV'D METAL 'Z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO C�? MOCK TO FRAME TRANSITION STUCCO CAS 1NG BEAD $' THICK, 3 COAT CEMENT PLASTER $" THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION BEYOND WOOD SHEATHING 6' SELF -ADHERING FLASHING SEALANT CAS o METAL LATH METAL LATH TO wrricow SEALANT WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER M TO LA WRB LAYER 02, FORTIF15ER BUILDING WEATHER RESISTIVE BARRIER 02 6' MIN. ABOVE TO OF N N P WINDOW FRAME PAPER (OR APPROVED EQUAL) �6' X 1 y' LAP SIDING W/�o REVEAL � Z SLASHING WOOD SHEATHING WEATHER RESISTIVE BARRIER WINDOW FRAME WRB LAYER 02, FORTIF15ER +6' SELF -ADHERING FLASHING ;4 WEATHER RESISTf VE BARRIER2 BUILDING PAPER N N (OR APPROVED EQUAL) STARTER STRIP PER MANUFACTURER'S GALV D METAL FLASHING WRB LAYER STUCCOWRAP f E -Z BEAD VINYL (O DO NOT CAULK OR SEAL OPENING R P L R INSTALLATION INSTRUCTIONS (OR APPROVED EQUAL) APPROVED EQUAL) CASING WEATHER RESISTIVE BARRIER M TO LAP 6' WIDE PEEL 4 STICK (W/%' FLEXIBLE PVC BACKER DO NOT SEAL OPENING (o' MIN. ABOVE TOP OF 'Z' FLASHING WINDOW FLANGE OVER FLANGE ROD INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WRB LAYER M, STUCCOWRAP GALV'D METAL 'Z' FLASI-IfNC� EOR AP O QUA 2X FRAMING PR VED E L) CASING MEMBER (OR APPROVED EQUAL), E -Z BEAD VINYL 6' SELF -ADHERING FLASHING BUILDING WRAP (W/Ya' FLEXIBLE PVC BACKER ROD WRAPPED AROUND FRAMING (OR APPROVED EQUAL) CASING 71 WEATHER RESISTf VE BARRIER INCLUDED) MEMBER / (W/%" FLEXIBLE PVC BACKER ROD) E -Z BEAD VINYL COR APPROVED EQUAL) APPLY FULL RED OF 6' SELF ADHERING FLASHING 6' SELF -ADHERING FLASHING CASING (W/Ys' FLEXIBLE PVC BACKER SEALANT BETWEEN WOOD SHEATHING Y" TRICK, 3 COAT CEMENT PLASTER ROD) FLANGEBUILDING B LD G W RAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 02 CLARITY WEATHER RESISTIVE BARRIER *2 SIDING TO STUCCO RAME TO FRAME TRANSITION17 EZ BEAD WINDOW CASING @&Kl IV.TB. SCALE= N.tb� ARCHITECT 5 -) FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r _1 �"I"I'III �DOOOODOOOJ sVHDiV. 8c LOT: KENSINGTON RESERVE (LOT#119) MODEL: LARGO (VERSION#01) PROJECT: 02997.000 PAGE: WALL ASSEMBLY DETAILS ARCHrrECT= STATE OF FLORIDA AP lr 4 = JAMS / - AR 12079 r7E-. 4/3/18 S ,ALL: 1/4"=1'-0" SHEET WA4 t CUT HOU5EWRAP AT 45" ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP SECURE HOUSEWRAP (0 _.. _, _ _, • P UNDER) at HEA STEP 1 WINDOW FLASHING INSTALLATION DETAILS 18: (FULL WRAP KtA (FRAME) WALL FLASHING INSTALLATION 18A ,�t DETAIL(MASONRY) FOLD HOUSEWRA IN AT JAMBS 4 51L SLOPE SILL R.O. T, EXTERIOi INSTALL 6' 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN i' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY OSI 1-1211 (0 EGiLIAL) SEALANT WINDOW/CMU JOINT. FLUID APPLIED PLASHINCs (LANCO WHITE -SEAL IRC -865 OR ECLIAL). STEP 2 ALIGN FLEXIBLE SELF -ADHERING �SHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL 5ELF-ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL - 6' SELF -ADHERING OVER VINYL HEAD 6 (WITH END DAMS) NAILING FLANGE O 1 Dl- u EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY 3/8' 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 REQV. AT EACH END OF- SILL 01. 1 r ISEWRAP DOWN 4 DIAGONAL CUT 4 DEAD OF WINDOW CTT'D A CT'VD Q INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE LACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE I MANUFACTURERS WRIl INSTRUCTI APPLY MEMBRANE FLA514ING OVER JOINT INSTALL 6' WIDE ApNE51YE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP GAP JOIN? (PR07ECt0-WRAP 5t-20XL OR APPROVED EQUAL) STEP 5 AJiL"1 V NOTE: 1. IT 15 THE CONTACTORS RE5PON5I5ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURER5 WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT EC TS 1'!'?111. r%V17NLN r% -MU 11 DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX-407-774AO78 www.abdesigngroup.com AA #: 0003325 i 1 �II'Il�l'll \000000000 SUBDrV. & LOT: KENSINGTON RESERVE (LOT#119) MODEI+ LARGO (VERSION#01) PROJECT: 02997.000 PAGE: WALL ASSEMBLY DETAILS aROjrrecr. STATE OF FLORIDA 107g _ rDAT ,/3/18 SC :1/4"=1'-0" S EET WA5