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AIL G 0 VERSION 0 1 FORM RECORD COPY REVIEWED FOR GOOE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMI I `UFD SHALL IDE CONSTRUED TO BE A I_ICENSr TC PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIO[ ATE, CANC� L.. ALTER OR SET ASIDE ANY OF THE PROVISIONS OF'iHE TECHNICAL =)FS), NOR. SHALL ISSUANCE OF A PERMIT PREVENT rHE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 'OMPAC[ ION "PEST RE'QI.IIRED 't�ptlls to he flerifted oi ,Slah Inspection ryanhomes.co #1 8 - 3479 • 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 ADJ. ADJUSTABLE M.C. MEDICINE CABINET CS COVER SHEET RYAN HOMES — ORLANDO (FBCR), 6TH EDITION(2017) ALT. ALTERNATE MFR. MANUFACTURER GN GENERAL NOTES 4307 VINELAND ROAD, SUITE 102 AMP. AMPERAGE MIN. MINIMUM 1 FRONT & REAR ELEVATIONS ORLANDO, FL 32811 • ALL LOCAL AND STATE CODES LD' BONS LINE MTD, MOUNTED 2 LEFT & RIGHT ELEVATIONS CAB. CABINET N.T.S. NOT TO SCALE 3 FIRST FLOOR PLAN RYAN HOMES - TAMPA • OCCUPANCY - RESIDENTIAL, GROUP R3 CLG. CEILING O.C. ON CENTER 4 SECOND FLOOR PLAN 1409 TECH BLVD., SUITE 202 • CONSTRUCTION TYPE — VB CCLEAR PPROPERTY LINE 4.1 STAIR SECTION CONIC. C. CONCRETE P.. B. PUSH BUTTON TAMPA, FL 33619 • MIN. INTERIOR FINISH - CLASS C COND. CONDENSER PH. PHONE 5 FOUNDATION PLAN • BASIC WIND SPEED - VULT = 150 MPH CPT. CARPET PLT. PLATE 5A FOUNDATION DETAILS VASD = 116 MPH C.T. CERAMIC TILE PLYWD. PLYWOOD 5B DOWEL PLAN D. DRYER PR, PAIR FLORIDA RISK CATEGORY — II DBL. DOUBLE P.T. PRESSURE TREATED 5C LINTEL PLAN (LOTT S) • STATE OF EXPOSURE CATEGORY — EXPOSURE C D.G. DUAL GLAZED R. RISER 5D LINTEL PLAN (CAST -CRETE) DIA. DIAMETER RAD. RADIUS • 1 -STORY RESIDENCE DIM. DIMENSION R.A.G. RETURN AIR GRILL 5E LINTEL PLAN (QUALITY PRECAST) PROFESSIONAL ARCHITECT: • 2 -STORY RESIDENCE - MAX. HEIGHT AS PER DISP. DISPOSAL 6 FIRST FLOOR ROOF FRAMING PLAN JAMES CANTWELLDP. DEEP REF. REFRIGERATOR 7 SECOND FLOOR ROOF FRAMING PLANS LOCAL AND STATE CODES DR. DOOR RM. ROOM 8 ENTRY SECTION DETAIL AR NO. 12079 D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE, DETECTOR 9 FIRST FLOOR ELECTRICAL PLANS A.B. DESIGN GROUP, INC. WIND SPEED & EXPOSURE CATEGORY D.W. DISHWASHER S.H. SINGLE HUNG 9.1 SECOND FLOOR ELECTRICAL PLANS 1441, NORTH RONALD REAGAN BLVD. EA. EACH SHT. SHEET EI,EV. ELEVATION SHTHG. SHEATHING D1 SECTIONS/DETAILS BY COMMUNITY EQ. EQUAL sHwR. SHOWER D2 SECTIONS/DETAILS LONGWOOD, FLORIDA 32750 EXH. EXHAUST SIM. SIMILAR Fax: (407) 774-4078 Tel: (407) 774-6078 EXT. EXTERIOR SL. SLIDING D3 SECTIONS/DETAILS AYERSWORTH GLEN 150 —B F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS D4 SECTIONS/DETAILS F.G. FUEL GAS STD. STANDARD D5 SECTIONS/DETAILS BAYBERRY WOODS 150—B FIN. FINISH TEMP. TEMPERED GLASS D6 SECTIONS/DETAILS F1.11. FLOOR THK. THICK D7 WINDOW SCHEDULE CARRIAGE POINT 150—B FLUOR. FLUORESCENT T.O.C. TOP OF CURB FR. DR. FRENCH DOOR T.O.P. TOP OF PLATE CHAMPION'S RESERVE 140-B FTG. FOOTING T.O.S. TOP OF SLAB WA1 WALL ASSEMBLY DETAILS CREEK SIDE 140-B GA. GAUGE TYP. TYPICAL WA2 WALL ASSEMBLY DETAILS GAR. DISP. GARBAGE DISPOSAL, U.N.O. UNLESS NOTED WA3 WALL ASSEMBLY DETAILS CYPRESS PRESERVE 139—C G.F.I. GROUND -FAULT CIRCUIT OTHERWISE WA4 WALL ASSEMBLY DETAILS DRAWING / CONTRACT DOCUMENT INTERRUPTER V.Y. VAPOR PROOF WA5 WALL ASSEMBLY DETAILS HIGHLAND MEADOWS 140—B GL. GLASS W. WASHER GYP. BD. GYPSUM BOARD W! WITH REVIEW BY BUILDER KENSINGTON RESERVE 140—B H.B. HOSE BIB WD. WOOD H.C. HOLLOW CORE WDW. WINDOW LAKES AT LUCERNE 140—B HDR. HEADER W/H WATER HEATER THE BUILDER ASSUMES ALL LIABILITY FOR LUCAYA LAKE CLUB 150—C I SSL. HT HEIGHT' W.T. WROUGHT IRON IN INTERPRETATION OF THE CONTRACT DOCUMENTS. INSULATION McCORMICK RESERVE 140—B INT. INTERIOR IF ANY ASPECT OF THE CONSTRUCTION (AS OCOEE PINES 140—B DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR ORCHID ESTATES 140—B S Q . FT . CALC .' SOSPREY LANDING 150—C AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT SERENOA 140—B BASED ON THIS DRAWING SET, THE CORRECT SHADOW RIDGE 140—B PROCEDURE IS FOR THE BUILDER TO SUBMIT A SOUTHFORK LAKES 150—B IST FLR. LIVING 912 SQ. FT. WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO VICTORIA TRAIL 140—B 2ND FLR. LIVING 1265 SQ, FT, THE ARCHITECT OR ENGINEER FOR CLARIFICATION. TOTAL LIVING 2,111 SQ. FT. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN THESE PLANS ARE DESIGNED AND ENGINEERED RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY FOR A WIND SPEED AND EXPOSURE CATEGORY OF ENTRY 40 SQ. FT. MANNER. AB DESIGN GROUP TAKES NO 150—C RESPECTIVELY. IN THE CONDITION THAT GARAGE 441 SQ. FT. RESPONSIBILITY FOR INTERPRETATIONS OF THIS HOME IS BUILT IN A WIND SPEED AND LANAI 260 SQ. FT. CONSTRUCTION BY THE BUILDER WHEN NO RFI's EXPOSURE CATEGORY LESS THAN 150—C, PLEASE HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF REFER TO GENERAL NOTES SHEET (GN), SECTION TOTAL 2,91s SQ. FT. THE CONSTRUCTION BASED ON THE DRAWING SET. TIMBER, NOTE 20 FOR EXTERIOR STUD SPACING. A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUSDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL,: LARGO (VERSION#01) PROJECT#: 02997.000/100R1 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA JUL 12. 7/12/18 S6ALE: 1/4$$=1'-0" :SHEET csor 9 z M 1 00 �000000000� SUSDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL,: LARGO (VERSION#01) PROJECT#: 02997.000/100R1 PAGE: COVER SHEET ARCHITECT STATE OF FLORIDA JUL 12. 7/12/18 S6ALE: 1/4$$=1'-0" :SHEET csor 9 z M 1 00 GENERAL NOTES 1. 2. 3 4. 5 6. 7. 8. 9. 10. 13. 14. 15. 16. 17. 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. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS PSF) Al SLEEPING ROOMS 30 Al ATTICS Wl STORAGE 20 A.3. ATTICS WIOUT STORAGE 10 A.4. POOLROOMS 75 A.5. BALCONIES 40 A.B. DECKS 40 Al. STAIRS 40 A.B. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS LPSF) B.1. ALL AREAS 10 C. ROOF LIVE LOADS C.1. ** MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR, 6TH EDITION (2017). D. ROOF DEAD LOAD /PSF) D.1. FIBERGLASS SHINGLES 17 D.2. CONCRETE TILES 25 E. WIND LOAD CRITERIA E.1. BASIC WIND SPEED VULT. = 150 MPH, VASD =116 MPH E.2. EXPOSURE CATEGORY C E.3. WIND DIRECTIONALITY FACTOR (KD) 0.85 EA. INTERNAL PRESSURE COEFFICIENT (GC -pi) 0.18 E.5. OPEN BUILDINGS 0.00 E.6. ENCLOSED BUILDINGS 10.18 F. GUARDRAILS AND HANDRAILS LIVE LOAD (PSF) F.I. 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES AREFOUND THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ALSO SEE "DRAWING/CONTRACT DOCUMENT REVIEW BY BUILDER" NOTE ON COVER SHEET (CS). THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017), ALL GLASS SHOWER ENCLOSURES TO BE TEMPERED. 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 R312.22 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED. (2017). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 PER R302.9.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER R302.9.2 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACEES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PER R302.10 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO REQUIREMENTS LISTED IN R702.3.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS LISTED IN R702.4.1 OF THE FLORIDA BUILDING CODE RESIDENTIAL 6TH ED (2017). GARAGES AND CARPORTS 2. 3. 4 GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER AS PER FBCR 6TH EDITION (2017) SECTION R302.5.1; OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS- AND MUST BE EQUIPPED WITH A SELF CLOSING DEVICE R302.5.1 AS PER FBCR 6TH EDITION (2017), SECTION R302.52: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL,1 INCH MINIMUM RIGID NON METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 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''/2 -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''YANCH GYPSUM BOARD OR EQUIVALENT. @ITC IalAftV 1. 2, 3. 4. 5. 6. 7. 8. 9. 10. 11, 12. 13. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). IT IS THE RESPONSIBILITY OF THE BUILDER TO PERFORM SOIL BEARING TESTING UNDER THE FOOTPRINT OF THIS STRUCTURE PRIOR TO START OF 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 AS DESIGN GROUP (VIA WRITTEN R.F.I.) SO THAT THE FOUNDATION CAN BE MODIFIED ACCORDINGLY PRIOR TO START OF CONSTRUCTION. AB DESIGN GROUP SHALL TAKE NO RESPONSIBILITY FOR NEGLIGENCE BY BUILDER IN THIS ASPECT OF CONSTRUCTION. FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF TABLE R402.2 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISIONS OF SECTION R311.3.1 IN FBCR, 6TH EDITION (2017), ■ew0nunv 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OR WITH THE PROVISIONS OF TMS 4021 ACI 5301 ASCE 5. 2, CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90 -06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN''/, INCH AND NOT MORE THAN % INCH, REFER TO FBCR, 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND THE PROVISIONS OF SECTION 8606.2.11 OF THE FBCR, 6TH EDITION (2017) 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN. REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11, 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UN% 3. CONCRETE SLABS ON GROUND SHALL CONTAIN MICRO- OR MACRO -SYNTHETIC FIBER REINFORCEMENT. FIBER LENGTHS SHALL BE 1/2 INCH TO 2.25 INCHES (13 TO 56 MM) IN LENGTH. DOSAGE AMOUNTS SHALL BE FROM 0.75 TO 3.0 POUNDS PER CUBIC YARD (0.45 TO 1,78 kglm') IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING OFFICIAL AS PER SECTION R506,2,4.2 (1) OF THE FBCR, 6TH EDITION (2017) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 251. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. CONCRETE EXPOSED TO EARTH OR WEATHER: B,1. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND: C.I. #11 AND SMALLER D. BEAMS & COLUMNS: D.1. PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1Yi' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. ELECTRICAL 1. ALL ELECTRICAL TO COMPLY WITH THE FBCR, 67H ED (2017) AND NFPA 70, NEC 2014 EDITION, 2. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE DETECTOR WILL ACTIVATE THE ALARM OF ALL THE DETECTORS. WIRELESS SMOKE DETECTORS ARE PERMISSIBLE PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) 3. NOTE: ALL ROOMS/ SPACES SHALL HAVE ARC -FAULT TYPE/ TEMPER RESISTANT RECEPTACLES PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017) REQUIREMENTS 4. 75% OF LIGHTING MUST BE ENERGY EFFICIENT PER FBC ENERGY CONSERVATION, 67H ED (2017) R404.1. 5. 125 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE RECEPTACLES INSTALLED IN LAUNDRY AREAS SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL, 6. OUTLETS FOR DISHWASHER IN KITCHEN TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI), OR HARDWIRED AND DISCONNECT TO BE LOCKOUT IN PANEL. 7. REFRIGERATORS, MICROWAVES AND GARBAGE DISPOSALS TO BE ON DEDICATED 20 AMP PANEL, 8. NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO ANY PROVIDED FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN EACH ATTACHED GARAGE, AND IN EACH DETACHED GARAGE. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. TIMBER 1, ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B, NATIONAL FOREST PRODUCTS ASSOCIATION: B.1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: C.1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: D.1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2007) E. APA - THE ENGINEERED WOOD ASSOCIATION: E.1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE #2 (MIN.) MACHINE GRADE LUMBER, LINO, A. Fb =1,100 PSI Fv =175 PSI E =1,400,000 PSI B. STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SYP#2 (SOUTHERN PINE #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS, 6, ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 AND R802.7 OF THE FBCR, 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE -1 OR 112" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER & AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTIOUS TILE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 518" OSB EXPOSURE -1 OR 518" COX PLYWOOD OR 15/32" APA -RATED O.S.B. SHEATHING, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE STRUCTURAL GRADE'/," SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE -1 OR 112" COX PLYWOOD OR 15132" APA -RATED O.S.B. OR 112 " ZIP BOARD SYSTEM, INSTALLED PER MANUFACTURER SPECIFICATIONS, 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. AS PART OF PROJECT, AS DESIGN GROUP WILL ONLY WORK WITH THE DESIGNATED TRUSS COMPANY OR COMPANIES (HIRED BY BUILDER) THAT WILL PROVIDE TRUSS ENGINEERING FOR THE PROJECT. IT IS THE BUILDER'S RESPONSIBILITY TO NOTIFY AB DESIGN GROUP OF ANY TRUSS COMPANY CHANGE OR ANY SPECIFIC CHANGES TO TRUSS LAYOUT OR REACTIONS AFTER AS 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. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR SUCH CHANGE WHEN NO R.F.I. IS GIVEN TO ARCHITECT. 15. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS 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 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 MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. 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 "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 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 FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FT (92.9MI. 21. MAXIMUM STUD LOAD CAPACITY (SYP #2) FRAME WALL HEIGHT @ 8-4' WINDSPEED/EXPOSURE 140MPH/B 140MPH/C 140MPH/D 15OMPH/B 150MPH/C 16OMPH/C 2x4 STUD SPACING @ 16" O.C. @ 16" O.C. @ 12" O.C. @ 16" O.C. @ 12" O.C. N/A 2x6 STUD SPACING @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. @ 16" O.C. 22. IN VENTED ATTICS, BAFFLES ARE REQUIRED TO BE USED AND INSTALLED IN ACCORDANCE WITH SECTION R4022.3 OF THE FBC, 67H EDITION (2017) ENERGY CONSERVATION. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE: 2.1. CPVC, OR 2.2. PEX CONFORMING TO NSF 61 AND MEET THE REQUIREMENTS OF R2906,4 OF THE FBCR, 6TH EDITION (2017) * PEX LINES MUST MEET ONE OF THE FOLLOWING, ASTM F 876, ASTM F 877, OR CSA 8137.5 PER R2906.4 * FITTINGS SHALL MEET THE REQUIREMENTS OF TABLE P2906.6. PEX PIPE EXPANDS AND CONTRACTS APPROXIMATELY 1" PER 100' OF LINE WITH EVERY 10*F CHANGE IN TEMPERATURE. BECAUSE OF THIS, EXPANSIONS LOOPS MUST BE USED TO ADEQUATELY ACCOUNT FOR EXPANSION AND CONTRACTION PER THE LENGTH OF LINE BEING INSTALLED. * PIPE SUPPORTS SHALL BE A MAXIMUM OF 32" HORIZONTALLY, AND 10" VERTICALLY PER TABLE 2605.1 OF THE FBCR, 6TH EDITION (2017) * CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %, AMAFLEX. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH %' 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 P26032 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 1. UNDER STAIR PROTECTION: A. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH Y" GYPSUM BOARD, FBCR, 6TH EDITION (2017) SECTION 302.7 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND, NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 3. LATH & ACCESORIES PER ASTM -C -1063-11A & R703.7.1 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS SHALL BE INSTALLED PER ASTM -C1063 -11A AND R703 OF THE FBCR, 6TH EDITION (2017) 4. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178 MM) ON CENTERS ALONG SUPPORTS PER SECTION 7.10.2.1 OF THE ASTM -C-1063 5. WEEP SCREEDS SHALL BE SECURED TO THE FACE OF THE PLASTER BASE AT NOT MORE THAN 7 IN. (178 MM) INTERVALS ALONG SUPPORTS PER SECTION 7.11.1.1 OF THE ASTM -C-1063 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 ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. 2. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, CONTROL DATE: 05/18/18 A R C H I T E C T S 7441 N. KVNALU KCAUAN ULVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \000000000 SVHDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/100R1 PAGE: GENERAL NOTES ARCHITECT STATE OF FLORIDA JUL �( 7/12/18 SCALE: 1/4" =1' - 0" SHEET IG NOF 9 1 1. PRECAST LINTEL (CENTERED ON 12' BLOCK) 12' SQUARE GROUTED CMU FURR-OUT COLUMN FOR TAPER 16' GROUTED CMU BASE COLUMN DTL. -- 4' WIDE RAISED / 4" \ BANDING (TYP.) I� 2 BAN�DI�NG DETAIL o' WIDE RAISED BANDING / (TYP) 3 BANDING DETAIL /I N Y )L�U�TER DETAIL 18'-0 3/4" 2ND F.F. L/ 8" HEEL 4' WIDE RAISED BAND (TYP.)— 10'-0 3/4" 2ND F.F. V-5" BRCS. HGT. r4O 3 r__� SHINGLES 18'-0 3/4" 2ND RF UJ/ 8" HEEL" 1' - HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. 10' -0 3/4" 2ND BRCS. HCsT. 0'-0" FIN. FLR. 4' WIDE RAISED BAND (TYP.) u____ m FRONT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'M" 18'-0 3/4" 2ND F.F. iL L/ 5" HEEL ---HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. FOAM SHUTTER i-4' TRIM BOARD (TYP.) 10'-0 3/4" 2ND F.F. 1-1 S' -8" BRC- . HGT. --TEXTURED CEMENTIOUS COATING PER (ASTM C92(p) (TYP) ----b' WIDE RAISED BAND (TYP.) —STONE VENNER a 0'-0" FIN. FLR. c� r ATTIC VENT CALLS CALCS &REA OF ATTIC 88 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.59 SQ.FT. REQUIRED VENTILATION AREA (0.59 x 144) 84.5 SUR. SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION 44 1 LF TOTAL # OF VENTS REQUIRED 2.61 +1 10" REQUIRED SQIN VENTILATION IN TOP OF ROOF all SQ.IN. REQUIRED LF OF SOFFIT VENTILATION )L�U�TER DETAIL 18'-0 3/4" 2ND F.F. L/ 8" HEEL 4' WIDE RAISED BAND (TYP.)— 10'-0 3/4" 2ND F.F. V-5" BRCS. HGT. r4O 3 r__� SHINGLES 18'-0 3/4" 2ND RF UJ/ 8" HEEL" 1' - HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. 10' -0 3/4" 2ND BRCS. HCsT. 0'-0" FIN. FLR. 4' WIDE RAISED BAND (TYP.) u____ m FRONT ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'M" 18'-0 3/4" 2ND F.F. iL L/ 5" HEEL ---HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. FOAM SHUTTER i-4' TRIM BOARD (TYP.) 10'-0 3/4" 2ND F.F. 1-1 S' -8" BRC- . HGT. --TEXTURED CEMENTIOUS COATING PER (ASTM C92(p) (TYP) ----b' WIDE RAISED BAND (TYP.) —STONE VENNER a 0'-0" FIN. FLR. c� r ATTIC VENT CALLS CALCS &REA OF ATTIC 88 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/150) 0.59 SQ.FT. REQUIRED VENTILATION AREA (0.59 x 144) 84.5 SUR. SOFFIT VENT VENTILATION PER LF 11.74 SQ-IN./LF REQUIRED LF OF SOFFIT VENTILATION 8 LF PROVIDED LF OF SOFFIT VENTILATION 44 1 LF 2ND FLOOR ATTIC VENT CALCS &REA OF ATTIC 1250 SQ.FT. NET FREE VENTILATION AREA REQUIRED (1/300) 4.17 SQ -Fr REQUIRED VENTILATION AREA 4.17 x 144 600.0 SUN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC (0.5 x 600.0) 300.0 SQ.1N. OFF RIDGE VENTILATION AREA 115 SQ.IN/mT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IK./IF TOTAL # OF VENTS REQUIRED 2.61 TOTAL # OF VENTS PROVIDED 3 REQUIRED SQIN VENTILATION IN TOP OF ROOF 300 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 26 LF PROVIDED LF OF SOFFIT VENTILATION 151 LF LANAI ATTIC VENT CALCS AREA OF ATTIC 300 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/150 200 SQ.FT. REQUIRED VENTILATION AREA 2.00 x 144 288.0 SUN. SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./IF REQUIRED LF OF SOFFIT VENTILATION 251 LF PROVIDED LF OF SOFFIT VENTILATION 501 LF j418'-0 3/4" 2ND F.F. UJ/ &" HEEL 'TRIM BOARD (TYP.) 10'-0 3/4" 2ND F.F. BRG. HGT. _ j46' -8" HDR. HGT. —TEXTURED CEMENTIOUS COATING PER (ASTM CS26) (TYP) r --i - - r •1 r— - - - --� - --� - REAR ELEVATION SCALE: 1/4 = 1'-0' ELEVATION 'M' 0'-0" FIN. FLR. IV rA R C H I T E C TS GDesign roulTinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: FRONT & REAR ELEVATIONS "ELEVATION—M" ARCHfTECT: STATE OF FLORIDA JUL 1 IYATE: 7/12/18 SCALE: 1/4"=1'-0" SHEET 1 OF 9 �"I'I"III \ODOODODOOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: FRONT & REAR ELEVATIONS "ELEVATION—M" ARCHfTECT: STATE OF FLORIDA JUL 1 IYATE: 7/12/18 SCALE: 1/4"=1'-0" SHEET 1 OF 9 18'-0 3/4" 2ND F.F. L/ 0" HEEL — — — — — 12 3 10'-0 3/4" 2ND F.F.01L 8'-8" BRG, HGT.� _ - -_ _ 6'-8' HDR. 11-211 OPE r OFF -RIDGE VENT l f 5 CTEXTURED CEMENTIOUS N COATING PER (ASTM CS26) (TYP) —) LEFT ELEVATION_ SCALE: 1/4 = 1'-0' ELEVATION 'M' OFF -RIDGE VENT 1�5 OFF -RIDGE VENC 10'-0 3/4" 2ND F.F. "WI S" HEEL ---- HARDIE SIDING INSTALLED PER MANUFACTURES SPECS. _ 4' TRIM BOARD (TYP.) 10'-0 3/4" 2ND F.F. BRCS. HGT. HDR. HGT. -- 0'-0' FIN. FLR. 18'-0 3/4" 2ND F.F. L/ 8" HEEL 11-oII 1� _ 10'-0 3/4" 2ND F.F. _ 12 __ _-_ _ __ .. �t� -- - ----- — — — — — - � _..._ _. _. 10' 0 3/4" 2ND F.F. 61-6" BRCx. HCxT.� 5 __ . _._ - __._ _ 8'-8" BRCS. HGT. (o'-811 HDR. HGT.h — — ------------------------------- ------------ — — (o'-8" HDR. HGT. 11-2n CTEXTURED CEMENTIOUS COATING PER (AStM C926) OPEN (TYP) m' -m" FIN. FLR. r, ' RIGHT ELEVATION - SCALE: 1/4 - V-0' ELEVATION 'M' �m A R C H I T E C T S Desn Grouo1nc. Lvnulrvvvv, m oc r av PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003326 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: LEFT & RIGHT ELEVATIONS "ELEVATION -M" rARCHMEM STATE OF FLORIDA JUL 12 DAT : 7/12/18 SC :1/4"=1'-0" SHEET 2 OF 9 \000000000 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: LEFT & RIGHT ELEVATIONS "ELEVATION -M" rARCHMEM STATE OF FLORIDA JUL 12 DAT : 7/12/18 SC :1/4"=1'-0" SHEET 2 OF 9 EXTERIOR MASONRY WALL 5%. HEIGHTS LOAD 5%. WALL NON-SRG. WALL COLCOMM AND CLADDM WILD LOAM SAM WND EXPOSURE FOR 3 SECOND G1USTS CALLS 7SQ.FT. CALC.'S ZONE 150 MPH WIND 1 IST FLR. LIVING 2ND FLR. LIVING 912 1,265 SQ. FT. SQ. FT. 24.80/-30.16 WRAP TO T-8' AFF. WRAP TO T-8' AFP. I I 5OX SEAM TO MATCH TOTAL LIVING ENTRY GARAGE LANAI 2,111 40 441 260 SQ. FT. SQ. FT. SQ. FT. SQ. FT. 2 20 3068 DR TOTAL 2,918 SQ. FT. 33 (2) 25 -SH 5 EXTERIOR MASONRY WALL 5%. HEIGHTS LOAD 5%. WALL NON-SRG. WALL COLCOMM AND CLADDM WILD LOAM SAM WND EXPOSURE FOR 3 SECOND G1USTS CALLS FOOTAGE DE8IQNATiON ZONE 150 MPH WIND 1 112 161 5 24.80/-30.16 WRAP TO T-8' AFF. WRAP TO T-8' AFP. I I 5OX SEAM TO MATCH OHGD1-01 2 20 3068 DR 4 28.10/-3059 3 33 (2) 25 -SH 5 27.13/-34.80 4 50 6068 SGD 5 26.12/-33.SS WIND DESIGN CRITERIA A. 5A51C WIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT m + .18 C. RISK CATEGORY -TYPE 11 D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS t CLADDING PRESSURE ARE BASED ON THE Vult DESIGN WIND SPEED. FBCR, 6tH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: 1. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMMG MEMBERS 2'0 FROM THE FMISH FLOOR WILL EE SPRAYED AND TREATED W/ '50RATE' A TERMITE TREATED SPRAY 3 1/2" 1'-2" 2'-0" Y• IE7P CABINET SECTION FrWICEM-M FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'M' A R C H I T E C T 3 Design Grou �T��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: FLOOR PLAN "ELEVATION—M" ARCHITECT STATE OF FLORIDA JUL 2018 ATE: 7/12/18 jVSCAT :1/4"=1'-0" SHEET 3 OF 9 41-011 2(o' -0" 71 )(6 F.T. POST W/ WD. X6 P.T. POST W/ WD. ;n WRAP TO T-8' AFF. WRAP TO T-8' AFP. I I 5OX SEAM TO MATCH X 5EAM TO MATCH SAI COLUMN WIDT I I I COLUMN WIDTH I 0 I r 0 r a, II 1111'-4" 15'-0" 3'-8" FT II II II II II I I (2) 25-11;H 6080 SGD II I O 3 O 0 GREAT ROOM 0 0 0 28'-4'x15'-0' �n a' -s' cLG. ,n 4'-(0" 4X6 N X6 POST A F06 L5W C LEW 4 -SH • T L _ _ J � — — PANTRY 0 PED INK _ _ _ — Fes` 71 = PDR ^ • • >� - dJ co T t SINK KITCHEN cLG. �I MUD ROOM 0 WG C'4 I , T T— >♦ ' T RANCsE F=======j �9 — — T FOYER O_ _ V-8' CLG. --- —=—' ----- L M.T. 5L. STUD W/H VENT M WAVE - o TO EXTERIOR U � L.T. � COND m s 4 = S N N 5OLLARD 2 CAR GARAGE `-' 8 a' -a' CLG. LANING O �..... 6'-8' -I 1 ENTRY r— `� 4.1 STONE 6'x16' CMU COLUMN VENEE SASE w/ 12' CMU A50VE (TYP. 2)LNE OF 2ND — ------------- ----5 �LooRASovE 0 I6'-0' X 1'-0' OHGD --------------- O TONE -4"1 VENEER 21'-4" 30'-0p AL FIRST FLOOR PLAN SCALE: 1/4 = 1'-0' ELEVATION 'M' A R C H I T E C T 3 Design Grou �T��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: FLOOR PLAN "ELEVATION—M" ARCHITECT STATE OF FLORIDA JUL 2018 ATE: 7/12/18 jVSCAT :1/4"=1'-0" SHEET 3 OF 9 COMPONENT AND CL ADDNO WIND LOADS; BASIC WW EXPOS<JFE FOR 3 SECOND GUSH CALL. * FOOTAGE DESIGNATION ZONE 150 bPH WILD 1 30 (2) 3M -SH 5 2962/-3815 EGRESS 2 15 3050 -SW 4 28.65/-31.14 TEMP, EGRESS 3 15 3 W -SH 4 28.65/-31.14 4 15 5 2865/-3185 EGRESS 4A 15 30 4 2865/-31.14 5 12 30 5 298/-38.10 TEM 6 15 SS 4 2865/-31.14 E3 WIND DESIGN CRITERIA A. BASIC UJIND SPEED MPH (3 SECOND GUST) VULT =150 / VASD =116 MPH B. INTERNAL PRESSURE COEFFICENT-+ .18 C. RISK CATEGORY - TYPE It D. EXPOSURE CATECxORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE VUIt DESIGN WIND SPEED. FSCR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM TME FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY a Lc SECOND FLOOR PLAN SCALE: 1/4 = V-0' ELEVATION 'M' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: SECOND FLOOR PLAN ELEVATION M" ARCHITECT STATE OF FLORIDA JUL 12 DACTE: 7/12/18 SCALE: 1/4"=1'-0" 1 SHEET 4 OF 9 �000000000� SUSDIV. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: SECOND FLOOR PLAN ELEVATION M" ARCHITECT STATE OF FLORIDA JUL 12 DACTE: 7/12/18 SCALE: 1/4"=1'-0" 1 SHEET 4 OF 9 PWDR. STAIR STAIR DATA: 16 RISERS 07.55" 15 TREADS ®10" + 1" NOSING 3/4" T46s SUB FLOOR GLUED 4 SCREWED PER NAILING SCHEDULE PRE -ENG. 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 UJ/ 126 NAILS TO SE NAILED FROM BACKSIDE "s, 0 0 t FIN FLfR. 11111 1 1 11 gL a' -all BRG. HT, 42" HIGH j WALL FOYER n } (3) 2x12 SYP STRINGERS SECURED UJ/ z Q 12d NAILS a W -S" O.C. 1U CQ 2x12 S.Y.P. TREAD 0 2x4 RE-INFORCING e EA. 2x12 STRINGER 2x12 STRINGER TO SIT ON LANDING (BEYOND) 3/4" T 4G SUS FLOOR GLUED 4 NAILED \ DBL. 2xh LEDGER SECURED TO \ - BLOCK UJ/ 3/16" TAP CONS MIN, 1 1/4" EMS. 6 24" O.C. STAGGERED J' I 7x6 LANDING�0'_0" FIN, FLR. 2x4 P.T. PLATE SECURE W/ 10d CUT NAILS 16' O.C. MAX. S TAIR SECTION: STT)" 8'-8" BRC. HT. l 1 scare: 1n = 1 -011 A R C H IT E C T S Desi GOUrp 1441 N. HUNALD REAUAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � \DODODOOOOJ SVBDIV. LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECOND FLOOR PLAN ELEVATION M" ARCHITECT: STATE OF FLORIDA JUL V2 2019 OA#E: 7/12/18 ALE: 1/4"=V-0" 4. top 9 SECURE STRAP TO CONC. U)/ (2 ) 3/16'4' TAPCONS 3 1/2' TI CONC. SLAB SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO UNIT U)/ (2) 08x1 1/4 SHEET METAL SCREWS A/C CONNECTION TO PAD DETAIL Frau FOUNDATION PLAN_ SCALE: 1/4 = 1'-0' NOTE: A/C LINES FROM UNIT TO CONDENSER TO BE RUN UNDERNEATH SLAB OR OVERHEAD PER FIELD CONDITIONS 1C. FTG. W/ EA. WAY J 3' COVER A R C H I T E C T S Desn Grouojnc. 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WALL AT GARAGE SPECS. 32' OC MAX. A 0'-m' PIN. MR. AT GARAGE _ • - _ • - 6 C , • _m r_ 9 3 1/Y CONC. RENF. UW 6'x6' URAL I.4 WWF OR SECURE St. PLATE TO FIBERMESH ON 6-MIL SLAC W/ INS' ANCHOR z E POLY ETHYLENE VAPOR SECURE ST. PLATE TO BOLT W/ 2' WASHER SET M • CARRIER ON BILK W/ (1) Iod MASONRY SIMPSON HIGH STPRNCWT lu NAILS • 32' Or- (MAX) EPDXY b' EMBED. MIN. • PAYERS F 4' 8' 4' TERMITE TREATED TED CLEAN 32' OC MAX. I �!5 CONT. I'-fd' I _4. (Z rbi REBAR ON CHI IRS POURED LINTEL CONT. (TYP.) :'e; B' CMU FILLED CELL (Tyr.) s)INS TI NG' REBAR GET 6$'MPSON D MIN. -- - --- __.----- --_- TRENCH F 1-STORY FOOTING 9 < . a .; .. 2X ULALL RRAMMG A AT ALL PAVER aeEAA DOTING AT L. B W. W UPLIFT • 3 I/2' CONc„ REW W/ - (3 1X8' ANCHOR BOLTS or (3+i W' • 6'x6' MAAM 4 TWA° OR • • 3 1/1' GONG. REINP, W/ J-BOLTS MIN. 6' EMBEDMENT IW 2'X2')I/B' �~+ FIDERMESH ON 6-MIL 6'x6' UAAIA 4 UIP OR WASHER AND NUT SPACED EVENLY FROM a f a FIBERMEBH ON 6-MIL FLOOR TO MOND BEAM. BET N JOINTS L POLY ETHYLENE VAPOR Q� PRIOR TO FILLNG. (SLEEVED ANCHOR IN 31/2' CONC, RE". W/ 6'x6' WBARRIER ONELL-COMPACTED CLEAN " BARRIER POLY LENS VAPOR SOLID POUR ACCEPTABLE RETROFIT) . e < a UA 4xW1.4 UJILF OR FIDER"E8H ON ®'-®' PIN. FLR TERMITE TREATED FILL 4' I -m' 4' -COMPACTED PACTED CLEAN ; • ^• BAR POLY ETHYLENE VAPOR a (2) 4'b REBAR ON CHAIRS I'-8' TERMITE TREATED FILL BARRIER ON IE TREATED FILED , WEAR ON CHAIRS CLEAN TERMITE TREATED FILL a GROUTED BOND BEAM TYP. RETROFIT FOR 1-STORY FOOTING 2-STORY FOOTING EXT./INT. FRAME WALL TO VARIES PER ELEV. AT L. B. W NO-UPLIFT AT L.B.W. BLOCK WALL CONNECTION A OMITTED DOWELS To VERTICAL REBAR Qj TO HORIZATIONAL _7111 TIE VERT t! ACAs E= I/2'■I'.o' 9 B ACALE. V1'■I'-o' 12 SCALE= 1/21•!1-®'SCALE.p m 0 NOOK To 14ONZATIONAL 6' PVC CHASE THPIU FOOTING GRO UTED ED MMOND BEAM S ^ a: . Imam tw IV, wOOI< VARIES PER "V. q. VARIES PER ELEV. 8' VARIES 8' I-STORY - 1 -- CAULK AND SEAL (2) •b REBAR ON CHAIRS n ° 111 2-STORY L a .a 3' 3' !3) REBAR ON CHAIRS _ _-_a _ ._ a,.. a. _. _ GROUTED BOND BEAM a .9 a - TORY (2) 45 REMAR )•5REBAR• 288TORY .° ° • .°.. GAS LUBE ° TO DE (I) y5 IREB4R VERTICALLY W/ CONIC a n OUTSIDE REBAR GONTh�NJOUB POINTED CELL \\�/\//\//\/ 4 a ° / ��I �' PLIC SLEEVE POR CaAB LNE ° R-4J INSUL. MIN. 1/! GYP WL. W. (1) «S - CONT. n ulooD BASE ^° U In DRYWALL 2'-I' MIN. LAP Q w 3 VY CONC. PEW. W/ 61x6' SHOWER RECESS FOOTER C4 bL�„�Y ETH�IL� -------_ .--__ WOOD BABE REBAR LAP AT FOOTINGAPOR a ACAr.E= I .I -o BARRIER ON HELL-COI1PAGtED _- _- _-- ._ FOR INSPECTION ' _ _.� - - a FOR INSPECTION'TIIRED B - O CLEAN TERMITE TREATED PILL z z 11 RECESS Ja d �a y 6' FNIBH FLOOR v �A b' PVC CHASE THRID FOOTING ° W-i0' FIN. MR O'-m' FIN FLR w a '• .,n. ^ TIE VERTICAL REBAR a ^ °� TIE VERTICAL REBAR a , �j f I) •b VERT. DOWEL a ° ^ TO HORIZATIONAL ° a ° e TO HORIZATIONAL fi a ° [ LAPPED W/ BOND BEAM a. ° REBAR W/ 10' HOOK a. < REBAR W/ 10, HIOOIG > e (1) 45 REMAR AT CORNERS I-STORY W/ 25' LAP MN. m (2) O5 REBAR ON CHAIRS a - 2-6TOR1' a g a L_4. e . l3) •b REBAR ON CHAIM e° a 0.e ^- e v ° 4 �� = HORIZONTAL/ VERTICAL 1-STORY FOOTINGHORIZONTAL/ VERTICAL REINFORCING AT SLAB AT S. G. D. GAS LINE THRU BLOCK TYP. REBAR LAP W BLOCK WALL E REINFORCING F BEARING CHANGE 11 ACALE, 1'•I' G , . _ c AT LINTEL ■ CORNERS D , ,�— A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA JUL 12 7/12/18 SCALE: 1/4"=1'-0 $0 SHEET 5 Aor 9 �I'll"II'I \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: FOUNDATION DETAILS ARCHITECT STATE OF FLORIDA JUL 12 7/12/18 SCALE: 1/4"=1'-0 $0 SHEET 5 Aor 9 14'- 10 ■ as ■■ ■ ■ Sol ■ ■ 1 2(o' -O" I o� 1 `r— ■ ■ c0 I c{1 N cU I a7 N ■ ■ Ln fR I N m ■ Lo ■ cv ■ 8 ■ 1 cv ■ a) ■ m 1 -S e 1 121-411 DOWEL PLAN SCALE: 1/4 a 1'-4' A R C H I T E C T S D esirn Group M Mwil 1LV RG/ -- DL•V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA M 0003325 SVHDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT44: 02997.000 10OR1 PAGE: DOWEL PLAN "ELEVATION—M" ARCHITECT STATE OF FLORIDA JUL 12 DAT 7/12/18 SC :1/4$$=1'-0" SHEET 5BOF 9 \OOOODODOOJ SVHDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT44: 02997.000 10OR1 PAGE: DOWEL PLAN "ELEVATION—M" ARCHITECT STATE OF FLORIDA JUL 12 DAT 7/12/18 SC :1/4$$=1'-0" SHEET 5BOF 9 GREAT ROOM W-8' CLIS3. LINTEL PLAN_ SCALE: 1/4 - 1'-V GENERAL NOTES: L CODES I.I. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS R402.2 4 8606 12. FLORIDA BUILDING: CODE RESIDENTIAL, 6TH EDITION (2011), SECTIONS 1901.2 4 2101. 1.3. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE CACI 318-08). 1.4. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 1-10). 2. CONCRETE: 2.1, CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1. PRE -CAST W/STANDARD REINFORCEMENT -4000 PSI 2.1.2. PRE -CAST W/PRE57RES5 REINFORCEMENT -6000 PSI 2.1.3. GROUT PER ASTM 0416 - 3000 PSI W/ MAX. 3/8' AGGREGATE, 8" TO II' SLUMP. 2.2, REINFORCING BARS: 2.2.1. STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM 4615 (GRADE 60) 2.2.2, STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM 4615 (GRADE 40). 2.3, PRE -STRESSED STRANDS ASTM A416 l -WIRE, STRESS RELIEVED 210 KSI 2.4. DETAIL REINFORCEMENT IN ACCORDANCE WITH AGI 315. 2.5. CONCRETING OPERATIONS SHALL COMPLYWITH AGI STANDARDS. 3. MASONRY: 3.1. DE51GN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MA50NRY ASSOCIATION AND ACI 530-08. 3.2. MINIMUM MASONRYUNIT STRENGTH: FM 1500 PSI. 3.3. MORTAR SHALL BE TYPE 5. 4, STRUCTURAL: 4.1. SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF B' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (201-1), SECTION 8606.14 OR FLORIDA BUILDING CODE RESIDENTIAL, STH EDITION (2014), SECTION 210415 EXTERIOR MASONRY WALL M. HEIGHTS a'-8' BRA. LOAD 5R3. WALL NON -15%. WALL TABLE No. 11 SAFE WORKING LATERAL LOADS (PLF) 8" x 8' L.INTFI S LINTEL _ Typ• Precast Precast SAFE LATERAL (PLF) 8'x6' PLAIN 1998 LOADS LINTEL Total Length Type 3'-B' Precaal Total Length 2'-10' 3'•b' 8'x8' SOLID 3964 1168 7318 1614 4 0' _ Precast COMMENTS Pretest 844 4'-2' - Precast 4-0' Precast Precast 638 586 666 1266 1163 1355 4'-4' 4 0 _ Precast Precast 5'-4' 5'-10' Recast 5'-8' _Precast Precast Recast 543 1105 1'4' Pretest 634 1364 8.8' Recast b'-6' 6'-8' Recast 617 1780 Recast Recast 516 1711 9''B' Recast 1'-6' Recast 446 938 CAPACITY Recast 425 381 894 814 145 503 0'-0' Recast 0'-4' Recast 354 91•4' Recast 211 10'-6' Recast _ 192 453 11'4' _ IT -0' Recast 198 620 Recast 164 549 12 •11 .... Precast -...^ 143 .... 504 .... 13'-4' -.. Precast - .. 116 - 404 14'-0' W-0'- 5'-4' Precast 99 391 Prestressed NA. 341 Prestressed NA 302 1 -4' Prestressed NA NA 213 116 159 131 120 19'•4' 20'-0' Prestressed Prestressed NA. NA NA. NA. 21'-4' Prestressed Z1'-4' 74'-0' NR - Not Prestressed Preslresesd Recommended 93 _4'-6'_ 4'•8" 3'-4' SAFE LATERALLOAD6 (PLF) B' DOOR B' DOOR HEADER HEADER PLAIN 60LID 1117 2011 950 1611 861 1521 lob _. 1386 659 1165 650 1111 -...504 .... %4 - 411.....__ 101 356 664 286 535 LOT T 1 S CONCRETE P.O. BOX 771255 WINTER GARDEN, FL 34777 PH. (407) 656 2112 PSI GROUT .. • ; 141 TYPE dim • .' . LINTEL LENGTH 8'-8" COMMENTS NO. f` 51RG HT. 40 L-1 11'-4' 8/28-64111(IX PRESTRE88ED L-2 4'-6' 8/12-8-(9U/(0)L RECESSED L -2A 8'-4' 8/16-5-0UUKUL 8" X L-3 4'-8' 8/16-8-(1)U1(0)L 8" LINTELS L-4 i'-6' 8/24-84001 LINTEL CLEAR L-5 i'-8' 8/24-841)U/(U L GRAVITY 1388. t. 8/16-S-(1) #5/(1) #5 PRECAST ln5 NOMINAL WIDTH/HEIGHT OF LINTEL I[-PLAIN OR SOLID LINTEL 18/16-P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 1) #5 CONTINUOUS 3 8'X18" KNOCKOUT BLOCK •� •- • •!(PLACED PSI GROUT .. • ; 141 IN FIELD) dim • .' . TOP BARS.• r SEE SCHEDULE A •' ' (1) #5 CONTINUOUS f` I/32' STIRRUPS AT 4'-0" cc 40 71ED OR WELDED, IT. BOTTOM BAR SAFE SEE SCHEDULE (PRECAST) 1388. t. 8/16-S-(1) #5/(1) #5 PRECAST ln5 NOMINAL WIDTH/HEIGHT OF LINTEL I[-PLAIN OR SOLID LINTEL 18/16-P-#U/#L1 No, OF ADDITIONAL #5 BARS IN UPPER OR LOWER LINTEL CAVITY 2) STRANDS 7/18"�-- 1 ' 7 WARE STRESS RELIEVED MIN, 270ket PRESTRESSED CABLE 8/8816-S-(1) #5/11) #5 PRESTRESSED (1) #5 CONTINUOUS 313r S"X18" KNOCKOUT BLOCK ' PSI GROUT s F• PLACED IN FIELD) Aw : . TOP BARS: r •i•� SEE SCHEDULE I . • 4 I ' (1) #5 CONTINUOUS �%//32" STIRRUPS AT 4'-0" cc WELDED) SAFE (TIED OR enrr/W Deoc 2) STRANDS 7/18"�-- 1 ' 7 WARE STRESS RELIEVED MIN, 270ket PRESTRESSED CABLE 8/8816-S-(1) #5/11) #5 PRESTRESSED N.R-NOT RECOMMENDED _...___ TA91 F No - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 X 16" COMP051TE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN "- CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)SL (9151 (1)5L (IP5U (175L (1)SU (175L (215U _1 '6.`_..�...P---....(2) 131(!2_ 10000 ._.�.__ ..... 0000 3'-b' Z' -Z' PRE 2) 593110,000 5931 10000 _mm 10000.. ..- -• TABL No I REINFORCING REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING I OADS SAFE SAFE SAFE WORKING LOADS (PLF) •� 8" X 28" COMPOSITE. LINTELS 8" X 24" COMPOSITE 8" X 20" COMPOSITE LINTFLS 8" x 8" LINTELS CLEAR LINTEL CLEAR LINTEL CLEAR LINTEL TYPE LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN fa. -`-- -"-- GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY BAR BAR (0751. (1)50 BOTTOM BAR TOP BAR CAPACITY (InL (0151 1175E (1)5 115E (1151 (1751. (77511 10000 2' Y ., (2) 7 -.. (2)-2- 4745 . 1809 .___. 1809 85529 10000__ 3'-b' 2-2' PRECAST (2)-2.. (2)-2 _'�... 2415 ._.3831 ..,....38 31 4615 4815 ... 4'-0' 1'-8' _ -RECAST (2).2.___. (2)7 M83 _2111 2111 _, __ 3386 ,3386 10000 3'•2' PRECAST. (1)7 3.4' ._1343 2165_ 2165 2608 2608_ _4'-6'_ 4'•8" 3'-4' _ PRECAST_-, __,-,.(2)7 (117 (1) 7 _1232. 2011 _._ 2011 _ 2411 2471 V-4' 4.0' PRECAST la) -3(217 (2)3 1006 1651 1651 1810 1881 SAO' 4-6'_. PRECAST (2)3 d).2 860 1423 1423 1470 _...1609 6'•4' 9'•0' .._ (2)-4 (2)7 140 ._.1783 1283 ._1716 1405 6_-6' 5'-2' --_PRECAST PIffGAST__ !71 64 T._�. (2) 7 710 1237 _ 1232 1145 1348 64 5.4' PRECAST (2) -4 (2).2 602 _ 1184 1184 1081 (7)04 1.6' b._7' PRECAST (2)-4 (2)7 510 991 ._, 991 815 1082 T-8' 6'-4' PRECAST (7)14__.. (])-R 551 959 399 184 1041 8'-0' b'-8' PREGABT__ (2) -4 (2) 7 _ 518_ 902_ 907 ..__ 112 984._.. 8'•4' 1610 PRECAST (2)'4 (2)..-2.- 488_ 851..._.....,__ 851 646 921 T-4' ,1'-0' 6.0' PRECAST ._.._ (2)-4 (2)7 416 126 126 499 190 2938__..._. T-2' 2009_._. (2)-4 (2)-2 354 618 618 _ _. 380 673._. SO 10'•0' ,PRECAST PRECAST (2)5 (2)3 ,_.35 _567__....___567 !2)3 311.._. 601 12'-0' 10'-8' PRECAST (1) 5 (2)!3 192 925 919. 211 561 12'-6'1'-2 12.8' PRECAST (2)5 (2)-3 211 498 496 _ _..__ 251 _512.... 13'4 12-4"-RECASTP (2)-4 (7) 5 (2).3 255 458 _.. 458 714 442 PRE8T1iE-4 SBED T-8' 1 PRECAST,-_ (2) 5 (2) 3 _239 430 _-_....430 190_ 3% _14',-0' 13'4' 1 PRESTRESSED (2)04 - - _ (2)7 NR. 418 418 230 446 15'4 14'•0' PRESTRESSED 171-4 -_(2)7 NR- 319 319 210 _ 401 -.._ Il' -4' _ _ 919 PRESTRESSED - (Z) 4 (2)7 NR 288 288... - 163 _- 311 _ b52 IB -0' PRESTRESSED _ (2)5 _ (2)3 _.. N. .224 214_ .., 131 54._... _.19'•4' „2,61 PRE9TRESBED -(2)15 (2).3 NR. 201 201 122 231 . 211 4' .18'-0' 207-0'_. PRESTRESSED (2)5 (2)3 N.R .. 117 .-...... Ill _.101 206 -- 22-4' 204 PRESTRESSED !2) 5., (2).3 N. 1164 .164 ....__._164 100 _- 24'•0' 22'-8' PRESTRESSED.._ (2)-5 (7) 3 ..... KR 132 132 _.. _ S4 ___k:3.-- N.R-NOT RECOMMENDED _...___ TA91 F No - REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8 X 16" COMP051TE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN "- CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR I TOP BAR (0)SL (9151 (1)5L (IP5U (175L (1)SU (175L (215U _1 '6.`_..�...P---....(2) 131(!2_ 10000 ._.�.__ ..... 0000 3'-b' Z' -Z' PRE 2) 593110,000 5931 10000 _mm 10000.. -4 ..- -• 1A LEE NO,.} " s. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING I OADS SAFE SAFE WORKING LOADS (PLF) •� 8" X 28" COMPOSITE. LINTELS 8" X 24" COMPOSITE 8" X 20" COMPOSITE LINTFLS LINTEL TYPE LINTEL CLEAR LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN8O77q.1 CAPACITY CAPACITY fa. CAPACITY CAPACITY CAPACITY CAPACITY (0751. (I)SU BOTTOM BAR TOP BAR .,._ BAR BAR (0751. (1)50 M-51- (U5U (1151. (1151 (I)5L (2)% PRECAST -... 10000 2' Y ., 10000 (2) -2 _ .. 3'-6' Z' -Z' PRECAST (2)7_ (2)02 _.. 1646 10000 10000 0000_ --4'-0' 7'-0' PRECAST (2) -2 (2)7 5503 10000 -._... 10000 '0000 4'-6'� 3'-T PI.CAS7 (2) 7__. (2) R 4142 10000 - 8541 '0000 __ PRECAST 3.4' (217 _-.�.._. _ (217-,_ (2)7 ..__.. 3198...._ 10000.._ 1838 - 10000 PRECAST 4-0' _PRECAST (2) -3 (7)7 6239.._ 10000., 5138 10000 _ 5_10' 4'-6' _PRECAST (2)3 „_- (2)7 5016 8009 _ 4661 PRECAST 5'-0' _PRECAST (2)'4_,. ( 6152 _ _6157 3861 1142 .6'-4' _... (2)-4 _PRECAST 8585..,.. _ 7)7 6250.._ _ 6250 3¢45 6595__- 6'-8' S'-4.-„ PRECAST P4 _.._. (7_n,. 5816 9616_ _,__ 3441 ___ 6124 ,-6' 6'-T PRECAST __( (2)-4 111_ _4312 4312 _.__. 2636 4' 1'•B 6,-4' PRECAST (7)04 6074 4099 __4099 7508 4782 ... ___PRECAST PRECAST b'-8' PRECAST.___,. (2) 04 (V 12 .....3130 _ _ 3130 2218 _- 3089 - B'-4' - 1'-0'FIRECAST (2) 02 -4 (117 3420 3420 7018_ 3561, _ _ 9'•4' B'-0' PRECAST (2) -4...._ __ 2134 _.... 77M 1610 2035 ...._. PRECAST (2)-4 _.,121-2_ 2931 (7; .2 ....- 2211._..._ 2211 _11_33 _9'-Y 10'-0' 2289 (2)5 (1)3 ._.PRECAST(2)!4 PRECAST (1)5 (2)!C_ 1954 1994 2938__..._. 1031 2009_._. (2)9 _ 2305 7305,..,_. 1123 2291.._._ _Ills 1719 SO 1828- 11'•6' II' -2' PRECAST (71 !2)3 1661 1661 _,.. 828 1101 13'-4' _ .._I7 -0' PRECAST �..- __. (2) 5 ..,..__881 1621 1501 _...-__ 113 144 14':0' 12.8' PRECAST__ (Z)5 -..._.__ Z)3 __. . 1399 1399 636 .. --_ 1373 1431 13'-4' PRESTRESSED (2)-4 (2)7 1893 1093_- 581 1131 _-14'-B' 15'-4' 14'•0' PRE8T1iE-4 SBED (1) (2)'2 124 174 536 1058 11'-4' -F6--V PRESTRES6ED (2) -4 (2).2 1330_ _1330 411 _ _ 824 19'-4' 18.0' PFJEST S9E0 _ _ (2).5 _- 173 1053 1053 334. 659 20.0' 12M PRESTRE86ED 5 (713 _97� _ _ 919 311 615 2i'-4 -18'.8; 20.0'_ iiw TRE D _ __(7) 5 _.__.(2)5 5 _ ___83.? ..___ b52 213 -.,. 77.0 20.8' PRESTRESSED __..(2) (2)5 _-.(21. (1) _ l501 9l __, PRESTRESSED „2,61 (2> 3 7 -0__ 824 239_ 413 65 659 _.._215 425 425_ -4 -- TABLE No.,_.b REINFORCING SCHEDULE & LOAD CAPACITIFS SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS 1 _UPLIFT LENGTH CSPAN LINTEL TYPE �TTOM BAR L STEED BAR .- . � 75L�(U5U !I AL ACTT90% ( CA ACTT (V5L( )9U TABLE .NO TABLE No 8 RFINFORCINC SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" LINTELS 8" X 14" COMPOSITE LINTELS -- -- - _-"" LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT CAPAC CAPAC TY APACITY UP LEING H NTEIL 9PMl LEARLINTEL TYPE �TTG41 BAR�i SOP BAR CGq�p,gCltt�/079L(175U (ILAf 711 CAPLICll MU (1751. ()5Ty U 1115UPLIFT /Z75U tAST 1 (2) 02STH SPAN - gp7TOM BAR TOP BAR- (07y1j5U (115 P(I�)5U fI75L (1791 115E1'5U _.. (7) B,1 -rpoom -=T TAB LL -LO -9 TABLE No 10 REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" RECESS DOOR HEADER UP FTIFT IFT L INTEL SPE AR LINTEL TYPE BOTTOM BAR LINTEL STEEL OP 8AR CAPACITYAAGITY IT,(115LLLE?�l015VITYU (1) (I15U (175L(1PL179UY (1151.0751 L IENGTH 1 SPAN LINTEL TYPE ,. LINTEL STEEL.._.__ G P4� tt C P TTY CAPACITY CAPLACITY BOTTOM BAR TOP BAR (0)5L (17511 (1751. (I,SU (1751. (1750 (U5L (MU 32' 415 3�6- ..- -• TABLE No. 4 " s. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING I OADS SAFE WORKING LOADS (PLF) A •� 8" X 28" COMPOSITE. LINTELS 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAIN CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0751. (I)SU BOTTOM BAR TOP BAR .,._ (0751. (1)15U (DSL (1751 (05L (175U ...._.,..100019 (USL (7)3U _.. 7 .10' ....1'-6',_ PRECAST -... 10000 2' Y ., 10000 (2) -2 _ .. PREC4ST (2).7.._ (2).2 9361 .10000 10000 PRECAST 4'-0' 1'-8' PRECAST (2) 7 (Z) 7 6139 10000 10000 mm 4'-b' 3'•2' PRECAST_, f7)7 _,._- (2)7 50_14 10000,.._ 10000 -%29 100®0 ..._ 4'-8' V.I. __ PRECAST (2) 7 _ (217 _-.�.._. 4653 ._,1®000 _. 10000 5-4' (2) 7 PRECAST .,. f7)3 ... 6365 1658..___ 10000 4'-6' 5,.10' .4-0' 4.6' .. PFEGABT _. -72)3 .,..(7)7 (Y)4 ._-.._._ 6731 __10000 5136.- ._......10000 (2)-4 (2)7 ._ PRECAST (2)-4 (7)7.... 9101 .- 10000 .._4754 9450 (2)-4 .__. B •2' PRECAST__-..,. _... (2)-4 _ _,. (7).2 8585..,.. 10000 4481 0913 (2) -4 V-4- PRECAST 10000 (2).2 M 8114 _ _9481 4231 _ -..._.8420 . __.. /1)-4._ 6k -2i . - PRECAST _(2).-4.__ (2)'4 _.... (2) 7 6235__.__ 6416 _. __.._ 3742 6411 _. l )'4 4' _..... -- (2)_h _ 5938 6074 3085 --_6163__ 0'0'._..._6''8' _(7)7 (2)-1 ___PRECAST PRECAST ,..(2)_'4 (2)-4 _..(22"L- 5361 _..... 5361 2803_-_ 599.3 (2) -4 -3 PRECA97 ...__. (2)-4 (2) 02 4831.. _ _ 4031 7551 5030 9'•4' 0'-0' _ PRECAST _ (2)04 •_-(1)7 3126 3126 _.-._ 1982 3850 101-6'.._ PRECAST (2)-4 _.,121-2_ 2931 ,.._._7931 1510 ....-.3025 II' -4' _9'-Y 10'-0' _.,..... CAST (2)5 (1)3 2553 2553 1219 2604 T. (2)5 (213 _ 2938__..._. PRECAST (2,)5 (2)9 _ 2305 7305,..,_. 1123 2291.._._ IT -W I1'-1 PRECAST___.._. ._ (2)5 13.4' 2141 _._...__7141 PRECAST 1022 ...2099 ,.. 13'-4' 11.0' . __- 1049 5_ _(2)'3.,._ (2) 9 ._. ._ _ 1926 1926 ..,..__881 1621 14'•0'..... -_ 7-8' .,.CAST PRECAST ..12) (2) 5 (2) 3 Ilia _.. _I118_ 181 1635 -_ -, .._ 2811 _ 13'-4' _.....__ PRE9ESSED (2)-4 _,,... 1431 2345 2348 653 1283 _)41-01 6-4- 14 0P�5TRE66ED 2616 (Z) 4 (2)7 _. 1136 7136 ,_596 179 Il 4 0 PRESTRESSED (7) 4 _(2)7 1650 1650 464 910____ 19 4 ._16 5 0 1601 (2)5_,. (23 70-0' 1310 _371 135 -20'•0' _81RE86ED S'.-8'PRxESTi�&5ED __.(2),5 (Z)-3 __. 1219 12M --341 1 606 PRESTRESSED. (2)5 (2)03 1062 1062.__ 304 6I ... _.__.(2)5 5 _ -_._1715 PREMTRESSED _ 11. 5 ..._ (1) 3 994 __...,.. 994 765---- ..... 565 24'-0' 22' 8' _ PRESTRESSED .... (Z) 5 _ (2> 3 814 824 239_ 413 -- TABLE No.,_.b REINFORCING SCHEDULE & LOAD CAPACITIFS SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS 1 _UPLIFT LENGTH CSPAN LINTEL TYPE �TTOM BAR L STEED BAR .- . � 75L�(U5U !I AL ACTT90% ( CA ACTT (V5L( )9U TABLE .NO TABLE No 8 RFINFORCINC SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" LINTELS 8" X 14" COMPOSITE LINTELS -- -- - _-"" LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT CAPAC CAPAC TY APACITY UP LEING H NTEIL 9PMl LEARLINTEL TYPE �TTG41 BAR�i SOP BAR CGq�p,gCltt�/079L(175U (ILAf 711 CAPLICll MU (1751. ()5Ty U 1115UPLIFT /Z75U tAST 1 (2) 02STH SPAN - gp7TOM BAR TOP BAR- (07y1j5U (115 P(I�)5U fI75L (1791 115E1'5U _.. (7) B,1 -rpoom -=T TAB LL -LO -9 TABLE No 10 REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" RECESS DOOR HEADER UP FTIFT IFT L INTEL SPE AR LINTEL TYPE BOTTOM BAR LINTEL STEEL OP 8AR CAPACITYAAGITY IT,(115LLLE?�l015VITYU (1) (I15U (175L(1PL179UY (1151.0751 L IENGTH 1 SPAN LINTEL TYPE ,. LINTEL STEEL.._.__ G P4� tt C P TTY CAPACITY CAPLACITY BOTTOM BAR TOP BAR (0)5L (17511 (1751. (I,SU (1751. (1750 (U5L (MU 32' 415 3�6- ..- -• IAQLF No. 5 " s. 4 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING I OADS (PLF) A •� 8" X 28" COMPOSITE. LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL -6iAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN - -. -. ----- CAPACITY CAPACITY CAPACITY CAPACITY BOTTOM BAR TOP BAR (0751. (I)SU (1791. (1750 1175L (L)% W -5L (7)1511 _ j7.-&. 2' Y ., . PRECAST (2) -2 _ _ 10'000 _,10000 10000._10000 _ 1'-B' PRECAST _.. (2)7_._ (2)7 -.. 1916.._.- 10000 .. 710000 10000 ._4-0 4'-6' 3'-2' PRECAST (1) 7 (2) 7 _ 6001 ._12'000 10000- 10000 .... 3'-4' __...._ PRECAST (2)7._._. (2)-2 ..... 5509 10000 -_4'-8' (2) 3 (2) 7 9011 ._ .-_ 10000 ... 6365 10000._._ 5'-10' 4'-6' (Zl,-3 .. f2)_7__ _1361 10000... _ 6806 _....10000 6.4' .. 5 - _PRECAST PRECAST (2)-4 (2)7 ._ _ 10000-._. 1002'0 ...__5641 10000., 9.1' PRECAST_--... (2)-4 (2)7._ 10000 10000,_ 5318 _1000® 6'-B' S •4' PRECAST (2) -4 ._ (2) -2 _. SOB _._.. 10000 ..._ 5021 10= ._... 1-6' . 6•Z' -_ . __.. /1)-4._ (2)'3 1408 9961__ 3048 1693 _ V -4 -PRECAST .__PReGABT l )'4 ___ .... .._ 1054 _- 9168 ,. 3662 1316 - ._-. (2)04 _(7)7 (2)-1 6419 189]. 3328 6661 8.4' -0 ._PRECAST PRECAST (2) -4 -3 _. 5864 _ . _- 6933 3031 _ _. (2)-4 _(2) (2)!2__-__ 4561 5066 2355 _._ __ 4145 2�_._. _Pl;ECAST PRECAST (2)-43844 ..._ IB01 3663._.__. II' -4' 10'•0' (2)-5 (Z) 3,. 3290 3290 1521 3095 0 _ 10'-8' _PRECAST PRECAST T. (2)5 (213 _ 2938__..._. _ 7938 1336 2133..._.. ....- 11'•6' 'W -4F -;-PRECAST- ... - (2)5 (2)3 ,__ 2118 2499 13.4' W -V PRECAST (2)-3 2416 2416 . __- 1049 2168 _ 14'•0' 17.81 CAST (1),5 (2)3 __ 2216 _.,.._,_2216 1941 14 -8' ,_'._, 13.-4' PRESTRESSED __ (2)'4 (1) -1 _. -, .._ 2811 2811 lZb 1431 _ 15.4' 14'-0'.. 5T 955ED (2)!4 (Z>7._ - 2616___.... 2616 ___.. _. 663 1312,.,... 2023 2023 BIb 1022 19.4' IB•0'_._ BTREB6ED (v-3 _��1 1601 413 70-0' IB -8' PREB... 9 D .___.1219 (7)9_--__ (219 14%___... 71'•4' 20-0' PRESTRESSED .___ 108._...._ 33 21-0' 70'-8' _. 85 D _.__.(2)5 5 _ -_._1715 .1227-__- 1272 _. -.__. I, 24'-0' 72__6'_. ._ _PREB fFiRii_ RESMD _/27 _(2)5 (2)-3 1014 1014 266_.._ 521 -- TABLE No.,_.b REINFORCING SCHEDULE & LOAD CAPACITIFS SAFE WORKING LOADS (PLF) 8" X 32" COMPOSITE LINTELS 1 _UPLIFT LENGTH CSPAN LINTEL TYPE �TTOM BAR L STEED BAR .- . � 75L�(U5U !I AL ACTT90% ( CA ACTT (V5L( )9U TABLE .NO TABLE No 8 RFINFORCINC SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" LINTELS 8" X 14" COMPOSITE LINTELS -- -- - _-"" LINTEL CLEAR LINTEL TYPE LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT CAPAC CAPAC TY APACITY UP LEING H NTEIL 9PMl LEARLINTEL TYPE �TTG41 BAR�i SOP BAR CGq�p,gCltt�/079L(175U (ILAf 711 CAPLICll MU (1751. ()5Ty U 1115UPLIFT /Z75U tAST 1 (2) 02STH SPAN - gp7TOM BAR TOP BAR- (07y1j5U (115 P(I�)5U fI75L (1791 115E1'5U _.. (7) B,1 -rpoom -=T TAB LL -LO -9 TABLE No 10 REINFORCING SCHEDULE & LOAD CAPACITIES REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) SAFE WORKING LOADS (PLF) 8" X 6" RECESS DOOR HEADER 8" X 14" RECESS DOOR HEADER UP FTIFT IFT L INTEL SPE AR LINTEL TYPE BOTTOM BAR LINTEL STEEL OP 8AR CAPACITYAAGITY IT,(115LLLE?�l015VITYU (1) (I15U (175L(1PL179UY (1151.0751 L IENGTH 1 SPAN LINTEL TYPE ,. LINTEL STEEL.._.__ G P4� tt C P TTY CAPACITY CAPLACITY BOTTOM BAR TOP BAR (0)5L (17511 (1751. (I,SU (1751. (1750 (U5L (MU 32' 415 3�6- IS 32, 3j' A R C H I T E C T S Desi n rou enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 vi a� E 0 L C Svs-. & LOT: KENSINGTON RESERVE (LOT #100) MODEL.: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: LINTEL PLAN (LOTT)S) ARCHITECT STATE OF FLORIDA JUL 12 D E: 7/12/18 S ALE: 1 /400=19-001 SHEET 5COF 9 ..- -• =K + " s. 4 A •� IS 32, 3j' A R C H I T E C T S Desi n rou enc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 vi a� E 0 L C Svs-. & LOT: KENSINGTON RESERVE (LOT #100) MODEL.: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: LINTEL PLAN (LOTT)S) ARCHITECT STATE OF FLORIDA JUL 12 D E: 7/12/18 S ALE: 1 /400=19-001 SHEET 5COF 9 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroLip.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10ORI PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA JUL 12 12079 7/12/18 SCALE: 1/4"=1'-0" SHEET 5 D OF 9 11111111111 677omam�a�m�, SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10ORI PAGE: LINTEL PLAN (CAST -CRETE) ARCHITECT STATE OF FLORIDA JUL 12 12079 7/12/18 SCALE: 1/4"=1'-0" SHEET 5 D OF 9 II II II II II 11 LANAI PDR j 81-0' CLCS. I In (2) 25 -SH GREAT ROOM el -8' CLas. L-5 PANTRY -- --- _ N\__/1'1 o i �;< I; �\i KITCHEN s' -s' CLx. III III MUD ROOM I II 8'-8' CLCD. 0-0 FOYER -- ---- 8,-8' � 0 ENTRY L-2 W-0' CLG. 2 CAR GARAGE sl -8' CLCi. LINTEL PLAN_ SCALE: 1/4 . 11-0' 6-6" 5-2" 1 PRECAST_ REINFORCING SCHEDULE & LOAD CAPACITIES 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 7-8" - 6' 4" REINFORCING SCHEDULE & LOAD CAPACITIES 8'-0" 6'-8" PRECAST (2) D4.5 WIRE SAFE WORKING LOADS (PLF) 8" x 32° COMPOSITE LINTELS (2) D4.5 WIRE (2j,No. 4 9'-4" LINTEL SAFE CLEAR WORKING LINTEL TYPE LOADS (PLF) 8" X 16" COMPOSITE LINTELS (2) D4 5 WIRE _ (2) No. 4 LINTEL LENGTH CLEAR LINTEL TYPE LINTEL STEEL TOP SPAN WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY GRAVITY UPLIFT UPLIFT CAPACITY CAPACITY CAPACITY CAPACITY LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY - UPLIFT CAPACITY UPLIFT 2 No.5 12'-6' 11 2" _ PRECAST (2) No 3 13'-4" 12'-0" ( (1DETAILI,V'SU (2) No. 3 (0)#5L (1)#5U (DETAI�2�#5U 1-2'-8'_ LENGTH SPAN 2 No. 5 WIRE/ BAR BOTTOM BAR PRESTRESSED (2) No. 3 (0)#5L (1)#5U CAPACITY 4141 7410 10000 2 No.4 154" DETAILIU#SU PRESTRESSED (1)#5L (1)#5U (2) 7/16 strand+ No. 4 2625 2'-6" PRECAST 2 No.4 174" (0)#5L (1) 5 ()#5L (1)#5 (1)#5U (1)#5L (2)#5U 3194 5322 2 No.4 19'4" 18'-0" DETAIL'U' &'V'(1)#5L -- ----- (2) 7/16 strand + (2J N0. 4 2153- _ _ ___21.53 __ 2 No.5 DETAIL'H' DETAIL'J' - DETAIL 'H'&'J' DETAIL 'K' 2'-10" V-6" PRECAST L2 D4.5 WIRE 2 No. 3 ". 10000 10000 ---10000 10000 2-1- '__ 1' 6" R AST 2 D4 5 WIRE" No. "3 10000 PRESTRESSED MOW 1 2 No. 3 10000 - " 10000 10000 10000- 3 6" 2'-2" " PRECAST (2) D4.5 WIRE 2 No. 3 O-- _ _ 10000 ___,__.! .____ - 10000 10000 -- " 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 22-8 PRESTRESSED - 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 4 0"_. 4-0" 3'-2" PRECAST (2) D45 WIRE 2 No. 3 10000 _ _ 10000 .,. ,_. _10000 10000 10000 2'-8" PRECAST (2) D4.5 WIRE (2),No. 3 9550 _ 10000 -__ 10000 10000 4'-6" 1439_ _1568 1439 _ 1075 1439 4'-6" 3' 2" PRECAST (2) D4.5 WIRE �2) NTo_3 7207 10000 _-_ 9863 10000 4'-8 - _3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 _ 9576 10000 10000 10000 981 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 ^12 No. 3 7009 _ 10000 10000 10000 5' 4" _ 4' 0" PRECAST_- (2) D4.5 WIRE _1-).-- 21 No._3 4843 _ - _ 6687 _ 6635 7320 1232 10000 10000 10000 ' SEE SCHEDULE D4.5 WIRE 5'-10" 4'-6" PRECAST (2) 2 No. 3 _5700 12'-8" -__ (2) No. 3 2 -No 5 1149 4'-2" 1149 2'-6" 760 __ 1.�.., 4032 6-6" 5-2" 1 PRECAST_ (2) D4.5 WIRE (2) -No.- 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 7-8" - 6' 4" PRECAST" - (2) D4.5 WIRE 81-4' 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 8'-4" . 7'-0" PRECAST (2) D4.5 WIRE (2j,No. 4 9'-4" 8'4" PRECAST (2) D4.5 WIRE 2 No. 4 10'-6" 9'-2" PRECAST (2) D4 5 WIRE _ (2) No. 4 11'4' 10'4" PRECAST (2) No. 3 2 No. 5 12'4"-' - 10'-8" PRECAST (2) No. 3- 2 No.5 12'-6' 11 2" _ PRECAST (2) No 3 13'-4" 12'-0" PRECAST_ (2) No. 3 2 No. 5 (21 No. 4 1-2'-8'_ PRECAST (2) No. 3 2 No. 5 14'-8" 134" PRESTRESSED (2) No. 3 (2) 7/16 strand + PRECAST 4141 7410 10000 2 No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand+ No. 4 2625 2'-6" PRECAST 2 No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 3194 5322 2 No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2J N0. 4 2153- _ _ ___21.53 __ 2 No.5 20'-0" 18'-8' PRESTRESSED (2) No. 3 (2) 7/16 strand + WIRE/ BAR 2699 4424 SOLID 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + (2 No. 4 1777 1777 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + _ 2379 3894 2 No.5 24'-0" - 22-8 PRESTRESSED - (2) No. 3 - (2) 7/16 strand + --�2). No 5, -- ENQUALITY PRECAST COMPANY 'STRONG' ON SERVICE P,❑, Box 11 - Brandon, Florida 33509-0011 LINTEL NO. LENGTH TYPE: 8'-S' SRG. HT. COMMENTS L- I 11-4' 8/28-8d UUKI L PRESTRES8ED L-2 41-6' 8/22-54IJU/(OJL RECESSED L -2A 81-4' 8/I6 -8 -MILL JL CLEAR L-3 4--8' 8/16-5-MLIKOJL _ _. _ _ L-4 T-6' 8/24-5-MLIK L 10000 L-5 11-8' 8/24-5-MUKUL 64" EXTERIOR MASONRY WALL 5R3. HEIGHTS LOAD 5%. WALL NON -13%. WALL 7924- J____ 1 5473 9564 6402 10000- (2) No.3 8654 7-6"6-2 10000 -.-_L)4.11)._ VIKt _ .. -_.. O -- _--- ... PRECAST TOTAL CLEAR DOOR _ �- 4978 _ _. _ _ 8706 LENGTH 5824 10000 - SOLID SOLID 64" PRECAST (2) D4.5 WIRE PRECAST j21No. 4 3071 #5(2)U(1)L 3071 6110 2916 3049 _ 4546 _ _-- _ 5320 10000 5323 DETAIL'DU' DETAIL'DV _T-8" 8 0"._- 6-8" PRECAST (2) D4.5 WIRE 74" (21 No. 4 2831 (2) D4.5 WIRE _2831- 10000 2651 2811 3536 _ -_,.-_-7957 6205 PRECAST 4141 7410 10000 10000 8'-4" T-0" PRECAST (2) Da.S WIRE(2) No. 4 2625 2'-6" PRECAST (2) D4 5 WIRE 2421 2607 2725 10000 4798 3194 5322 9'-4" 8'-0" PRECAST (2) D4.5 WIRE LINTEL TYPE (2J N0. 4 2153- _ _ ___21.53 __ LOAD 1881 2139 _ 3615 - _ _ 5348 WIRE/ BAR 2699 4424 SOLID SOLID D0) 10'-6" 9'-2" PRECAST (2) D4.5 WIRE (2 No. 4 1777 1777 #5(1)U(1)L 1448 1766_ _- 3191 3670 _ 2379 3894 11'4' 10'-0" PRECAST (2) No. 3 j2J No. 5 1568 1222 1568 2919 DETAIL'DK' 3369 2174 3572 12'-0" 10'-8" PRECAST (2) No 3 _ j2� No. 5 1439_ _1568 1439 _ 1075 1439 -_ 2535 2'-4" 2961-- PRECAST _ 1884 3137 5713 10000 12'-6" 11'-2" PRECAST (2) No. 3 c Lr) (21 No. 5 1354 - 1354 - 981 1354 2278_ 2698- -------- 16912856 u� _ BOTTOM BARS 13' 4" 12'-0" PRECAST (2) No.3 (2) D4.5 WIRE 2 NO 5 1232 _ _ 1232 -_ _ 849 1232 ' SEE SCHEDULE __...... _---- 14'-0" 12'-8" PRECAST (2) No. 3 2 -No 5 1149 4'-2" 1149 2'-6" 760 1149 3326 4032 3326 8687 1829 2919 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 (2) 7116 strand + 7835 8173 $$ 4'-8" 3'4" 3-0" - (2) D4,5 WIRE (2) No.3 a 7025 6382 6382 14'-8" 13'-4" PRESTRESSED (2) No. 3 2 No.4 1419 5-8" 1419 4'-0" 850 1347 3031 1819 3031 3839 1666 2702 _ _...-._ ___ 2. MN. BEARING REQUIRED AT EA, END - 4" 6'-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 - 2676 2737 3. STANDARD FOR REINF. STEEL - ASTM A615 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1291 1291 775 1270 2346 6-0" 2346 (2) D45 WIRE 1290 2210 2292 1918 2121 PRECAST CONCRETE 9'-8" 8 4" 8'-0" 2 No.4 (2) D4.5 WIRE (2) No, d 1563 1563 1113 1455 T- GRAVITY & UPLIFT SAFE LOADS (PLF) (2) 7116 strand + 8"x12" RECESS DOOR HEADER TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) - IT -4" 16-0" PRESTRESSED (2) No. 3 CLEAR DOOR 993 LINTEL STEEL TOP 993 GRAVITY SAFE LOAD 600 1084 1865 LENGTH 1865 SIZE 1029 1869 BOTTOM BAR SOLID SOLID SOLID 2 N_o.4 PLAIN #5 (1) U (0) L ##51) U (0) LL #5 (2) U (1) 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1035 1035 478 936 1737 1737 DETAIL'DF 959 1778 LAM CO (TIED OR WELDED) _ _ 2 No. 5 BOTTOM BARS 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 1516 N 1516 2'-8" 839 1620 (2) D4.5 WIRE (2) No. 3 2970 4965 -. _. _ 4401 _"(2) No. 5 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 Mk 7 MK 4'-4' 3'-0' 2'-8" PRECAST _ 21'-4" 20'-0" PRESTRESSED 121 No. 3 3607 nd 834 834 390 763 1420 4'-8" 1420 3'-0" 787 1551 (2) No. 3 1966 3390 3053 3053 2. MN. BEARING REQUIRED AT EA. END - 4" 2 No 5 .+_ _ 3. STANDARD FOR REINF. STEEL- ASTM A615 5'-8° ------ _ _ __ PRECAST (2) D4.5 WIRE 22'-0" 20'-8" PRESTRESSED (2) No. 3 2085 and ( 7116 strand r 720 5'-4" 720 PRECAST 366 716 1764 1763 - - 1578 1578 PRECASTCONCRETE - I ,_ -_-- 1250 6 -0" 1250 (2) D4.5 WIRE 658 1300_ 1409 1188 1267 9'-8" 8'-4" 1 8'-0" 2 (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 - o.5 + (2116 ra 24'-0" 22'-8" PRESTRESSED (2) No. 3 2 NoS 642 642 306 599 GRAV17Y & UPLIFT SAFSMADS (PLF) LATERAL SAFE LOADS (PLF) 811x8" RECESS DOOR HEADER 811x81' RECESS DOOR HEADER - " - - LINTEL LATERAL SAFE LOAD TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD CLEAR DOOR LINTEL LINTEL STEEL TOP WIRE / STEEL - LENGTH SPAN SIZE WIRE / BAR STEEL SOLID SOLIDSOLID SOLID SPAN SIZE TYPE gqR BOTTOM PLAIN SOLID BOTTOM PLAIN#5 #5 (1) U (0) L #5 (1i U (1) L (1) U (0) L (2) U (1) L rLENGTH BARDETAIL'DA' DETAIL'DB' BAR ----- - -DETAIL'DB' #5 1 U 1 L#5 DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 2'-4" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 1640 1790 - -- - - __,_._..,,. 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4' PRECAST (2) D4.5 WIRE (2) No. 3 1386 1410 _ ___._.._..._ 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 1259 1259- -- ._.-.. _._ _,.. _, - -_- 4'-2" 2'-10 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3-0" 2'-8'* PRECAST (2) D4.5 WIRE (2) No. 3 1137 1137 ...-_ 4'-W' 3'-0" 2'-8' PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0' PRECAST (2) D4.5 WIRE (2) No. 3 929 929 __.._.".- -,_ 4'-8" 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 559 559 - ----`-- -__ _. ___.._._...- .__ _ 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 54" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 606 1097 6'4' 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 498 863 7'-8" 64" 64 PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 8'-G, PRECAST (2) D4.5 WIRE (2) No. 4 ) 294 510 9 8' 84' 8'-0' PRECAST (2) D4.5 WIRE (2) No. 4 396 489 489 261 393 A R C N IT E C TS Design Group Ine. 117i 11. nwll 1 w Il L/9V1/11• ii L. V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 GRAVITY & UPLIFT SAFE LOADS (PLF) (2) No.3 8654 10000 10000 10000 811x32" RECESS DOOR HEADER 3'-0" 2'-8" PRECAST TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD (2) D4.5 WIRE LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID SOLID 54, 4'-4" 4'4" PRECAST #5(1)U(0)L #5(1)U(1)L #51 1(0)L #5(2)U(1)L 10000 6110 10000 _ #5(1 U 1 L _ PRECAST (2) D4.5 WIRE (2) No. 4 5323 DETAIL'DU' DETAIL'DV DETAIL'DU' &'DV' DETAIL'DW' 3-8" 74" 2'-U' PRECAST (2) D4.5 WIRE (2) No.3 10000 10000 10000 10000 2'-8" 2'4" PRECAST (2) No.3 10000 10000 10000 10000 5434 4'-0" (2) D4.5 WIRE 4'-2" 2'-10" 2'-6" PRECAST (2) D4 5 WIRE (2) No 3 9563 10000 10000 10000 A R C N IT E C TS Design Group Ine. 117i 11. nwll 1 w Il L/9V1/11• ii L. V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 (2) No.3 8654 10000 10000 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7102 10000 9975 10000 54, 4'-4" 4'4" PRECAST (2) D4.5 WIRE (2) No. 3 4336 10000 6110 10000 6'-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 5323 10000 4103 10000 7'-8" 64' 6'-0" PRECAST (2) 114.5 WIRE 121 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) 811x16" RECESS DOOR HEADER TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD 3000 PSI GROUT TOP LEG BARS: (SEE SCHEDULE) LENGTH SPAN SIZE WIRE/ BAR BOTTOM BAR SOLID SOLID SOLID D0) SOLID (PLACED IN FIELD)-- 2. 2. #5(1)U(0)L #5(1)U(1)L ##551 L 1 #5(2)U(1)L U 1 L (1) #5 CONTINUOUS REQ'D. DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 MoD c Lr) (TIED OR WELDED) - -- - - llibo u� _ BOTTOM BARS 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 ' SEE SCHEDULE __...... _---- _____. __,,_-_____ 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 $$ 4'-8" 3'4" 3-0" PRECAST (2) D4,5 WIRE (2) No.3 2990 7025 6382 6382 NOTES: 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No 3 1819 4139 3839 3839 1. MINIMUM COVERAGE OF STEEL - L5" _ _...-._ ___ 2. MN. BEARING REQUIRED AT EA, END - 4" 6'-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION 7'8" 6'-4" 6-0" PRECAST (2) D45 WIRE (2) No.4 2292 2292 1918 2121 PRECAST CONCRETE 9'-8" 8 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No, d 1563 1563 1113 1455 GRAVITY & UPLIFT SAFE LOADS (PLF) 3000 PSI GROUT 8"x12" RECESS DOOR HEADER TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2' 2' TOTAL CLEAR DOOR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY SAFE LOAD UPLIFT SAFE LOAD -- (1) #5 CONTINUOUS REQ'D. LENGTH SPAN SIZE WIRE / BAR BOTTOM BAR SOLID SOLID SOLID ' PER STRUCTURAL PLAN PLAIN #5 (1) U (0) L ##51) U (0) LL #5 (2) U (1) 00 7/32" STIRRUPS AT 4'-0" cc DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' LAM CO (TIED OR WELDED) BOTTOM BARS 3'-8" 2'4' 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 � SEE SCHEDULE (7 N 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 Mk 7 MK 4'-4' 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 4'-8" 3'-C 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 5'-8° 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 TYPICAL RECESS DOOR HEADER SECTION-- 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 - - 1578 1578 PRECASTCONCRETE 7'-8" 6'4' 6 -0" PRECAST (2) D4.5 WIRE (2) No 4 1409 1409 1188 1267 9'-8" 8'-4" 1 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 A R C N IT E C TS Design Group Ine. 117i 11. nwll 1 w Il L/9V1/11• ii L. V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUHDIv. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA JUL CANTWELL 1012079 ATE: 7/12/18 If SCALE: 1/4" =1I-001 SHEET 5E OF 9 \000000000 SUHDIv. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: LINTEL PLAN (QUALITY PRECAST) ARCHITECT STATE OF FLORIDA JUL CANTWELL 1012079 ATE: 7/12/18 If SCALE: 1/4" =1I-001 SHEET 5E OF 9 2x12 (r2 SYP) 1116' 030 NAIL (3) 12d • W-8' O.G. TYP. 2x12 BM_/HDR. 0 ENTRY MINIMUM WALL AND HEADER CONTROL DATE: ml -®I-15 CONNECTOR SCHEDULE MAXIMUM HEADER SPAN (ft.) SIMPSON USP W -m' TO DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER AND UP META -16 (7) 106 x 1 1/2' I -PLY, (b) 166 2 -PLY, (USP: (10) led X 1 1/2' - NO Ibd OPTION) 1450 HTA 16-I9 1400 SUPPORTING END OF HEADER 1985 2 (10) loci x 1 1/2' I -PLY, (USP (10) 1Od x 1 1/27 NUMBER OF FULL LENGTH STUDS (2) META -Ib -- --.'.... (2) HTA 16-18 1900 2800 -. _ _ -_._ (I4) Ibd 2 PLY (USP NO Ibd OPTION) HETA-16 1810 NTA I6 1615 (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION -- _ ETA -20 1810 HTA 20 1615 (9) led x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) led x 1 1/2', NO Ibd OPTION 2035 (10) led x 1 1/2' I -PLY USP: (10) Iod x 1 1/2' (I2) Ibd 2 -PLY (USP: NO Ibd OPTION) ry (2) HETA-20 -._ -_. (2) HTA-20 2500 3110 c LGT-2 2150 LUGT-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (U5P: BLK (5) 1/4' WE, WOOD (16) led in DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (I8) - led x 1 1/2, 1 PLY .. - Q ._.._ _ _._. le !U 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN 12 EMBED) (22) loci TO WOOD (USP: (28) loci TO WOOD) MGT 3965 MUGT 4000 HGT-2 • 10980 HUGT-2 9365 (2) 3/4' A.T,R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) led TO WOOD (USP: WOOD (B) 10d) HGT-3 . 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) led TO WOOD (USP: WOOD (8) IOd) (12) SDS 1/4'x2 1/2' TO GIRDER (4) 3/8" x 5' TITEN HD TO WALL (USP: CONIC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25) LGT3-80525 3285 LUGT-3 5330 1210 PARALLEL TO WALL LTA2 1425 PERPENDICULAR TO LPTA 1555 (10) led x 11/2 (U5P: (10) led x 1 1/2' WALL VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-905 1/4'X3' TO WOOD 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32) -SDS 1/4'X3' / 2 PLY (2) VGT MT5-12 1000 MTW 121595 04) led x 1 1/2' (USP: (14) led x 1 1/2', (I4) led) HTS -16 1150 HTW 16 1660 (Ib) led x 1 1/2' (USP: (16) led x 1 1/2', (lb) led) HT6-20 1450 HTW 20 2045 (24) led x 1 1/2' CUSP: (24) led x 1 1/2', (20) led) HTS -24 1450 HTW 24 2045 (24) led x 1 1/2' CUSP: (24) led x 1 1/2', (20) 10d) LSTA-12 •• 925 LSTA 12 910 (10) led USP: (10) loci LSTA-18 •• 1235 LSTA 18 1360 (I4) led USP: (I4) led M5TA-I6 .. 1315 MSTA-18 1315 (14) 10d U5P: (14) led M8TA-24 .• 1640 MSTA-24 1150 (16) led USP: (18) led N Q- MSTA-30 •• 2050 MSTA-30 2140 (22) ed USP: (22) led a _ ._. MSTA-36 .• 2050 MSTA-36 2525 (26) led U5P: (26) 10d I- M6TI-36 3800 KSTI 236 3090 (36) led x 1 1/2' USP: (36) led x 1 1/2' M5TI-48 5065 KTSI 248 4250 (48) led x 1 1/2' USp: (48) 10d x 1 1/2' H6 950 LFTA 6 1595 (8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) 8d x 1 1/2', (16) ad) 5P4 885 51-T 4 945 (b) led x 1 1/2' TO STUDS U51-: (6) led x 1 1/2' TO STUDS A34 395 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM (4) Sd x 1 1/2" TO POST. HHCP 2 1010 (I2) 106 x 1 1/2' USP: (10) led x 1 1/2' TO TRUSS, (10) IOd x 1 1/2' TO PLATE HC1-2 645 NIDA 1340 RT ISA 2180 (18) led x 1 1/2' USP: (9) led x 1 1/2' TO TRUSS, (8) 106 X 1 1/2' TO PLATE CI6)-8DS 1/4 x3 TO WOOD, (10) SDS 1/4'x2 1/2' W/ THREADED ROD (2) NUTSAUASHER/2 PLY HDU4 4565 PND 4A 4535 USP: 5/8 ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (I0) WSW WOOD SCREWS 1__v1_'r1TT (Ib) -SDS 1/4'x3' TO WOOD, (3)-3/4'16TUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY 4 HD15 4940 TOX 10 5110 USP: 7/8' ATR MIN. 7' EMBED SET N HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 B PAU 44_ 2200 6665_- (12) 16d TO WOOD AME A8 SIMPSON ' A.T. IN HIGH STRENGTH EPDXY (MIN. 7 'EMBED.) IN GONC USP 5 E 11 (ll 5/8 R 2535 6 5 ABU 66 2300 12000 PAU 66 2535 13815 (I) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN 7' EMBED.) IN CONIC, (8)10d TO WOOD USP: SAME AS SIMI-SON Ln LTTI9 ••• 1340 LT6 19 1205 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (10)10d TO WOOD 0 LTT2015 ••• 1500 LT5 205 1105 UBP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) loci, (10) led x I, 1/2', 2-1/2' (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN 7 EMBED) IN GONG., CIS) SO -10 X 1 I/2 CUSP: (20) 16d X O HTT4 4455 HTT45 4465 USP WAS MORE NAIL OPTIONS: (20) led (20) led x 11/2 (20) 166 x 2 1/2' Z A.T.R. IN HIGH STRENGTH EPDXY (MIN 1 EMBED,) IN CONC., (26) Ibd X 2 1/2' CUSP: (20) Ibd X 2-1/27 Q HTT5 5090 HTT45 8430 USP UBP HAS MORE NAIL OPTIONS: (29) loci, (28) led x 1-1/2', (20) Ibd x 2 1/2' HHDQII-SDS 2.5. I1 ,810 UPHD II 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CON., (24) 605 YW x A' WOOD SCREWS (UBP: (24) W63 WOOD SCREWS) 12090 (U .. IN STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8" BOLTS) HD7B 6,645 TDX 10 5110 (1)1/8' A.B. HIGH SIMPSON; (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN CM.U. FACE, 05)10d TO BEAM MBNA 3.56/1125 3415 5330 NFM35X12U 3165 1130 USP: (1) 1/2' J -BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. JOIST .AT -_._-. 2530 �__.--_. _._...._ Ld HUBC412 (WOOD) 3635 - - HU5412IF 3060 00) Ibd TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSON 3665 (ROOF) (ROOF) (18) 1/4' 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: CUSP• (IS) 1/4' x 3' WS3 SCREWS, (10) 106 TO WOOD. QHUG410 (CMU J 1810 5085 _. HD410 IF 1905 3115 x _ (CMU) 1810 5085 HD210-21F 1905 1 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (16) 1/4' x 3' WS3 SCREW5, (10) led TO WOOD -- 'NUC210-2 (10) loci TO WOOD: (USP: (IB) I/4' x 3' W63 SCREWS, (10) led TO WOOD HUC210-3 (CMU) 1810 4000 HD210-3IF 1905 3115 (IS) I/4' x 2-3/4' TITEN l9 PER FLANGE) TO CMU, LGUM26-2-SDS /8'x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-50S (4) 3/5"x - APPROVAL PRIOR TO SU55TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE HIGH STRENGTH EPDXY . SIMP50N 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CJTU. WALL MUST BE FILLED 50LID w/ GROUT. .• led COMMON NAILS CAN BE SU58TITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. •. MINIMUM EMBEDMENT INTO THE TOP OF A BON05EAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" w I- A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN U61NG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BA816 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. USE OF EXPANSION ALL CONNECTOR VALUES BASED ON SIMI-SON 'WOOD CONSTRUCTION CONNECTORS C-2013', 'HIGH WIND-RE6ISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C -SAS -2012. 2x12 (r2 SYP) 1116' 030 NAIL (3) 12d • W-8' O.G. TYP. 2x12 BM_/HDR. 0 ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W -m' TO 8'-0' UNA. 4'- 11 1/2' '1' _ 11 1/2' AND UP NUMBER OF HEADER STUDS MT 4 3_731 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N,O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U,N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O.ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE EXTERIOR MASONRY WALL BRC. HEIGWT5 -------------- 8'-8' BRCS. LOAD BRC. WALL f NON -BRCS. WALL SECURE 12r1xi2/LVL BM 'k. C -1J N 3 3 41�� TO PT 6x6 POST UJ/ (2 ) MSTA-24 POST TO SLAB W/A51J-66 — (4-TYP) - 1 X12115M a 11 (2112>12 BMu a 42)2X12115M II GJ2L i2CJ2L lull lull II II II II I II II II II II II II II It II 11 11 11 l JMTS-12 CJ4L l l GJ4L (2)h'ITS-12 (2 111 J llll L01C__ _ __ 14= _ _ _ _ _ _ _ _ _ l 11 l —fiat i l l l l Lm2 l "'�_ _ _ _ _ _ _ _ - #� WVC-410 HVC-410 II N 111 -- II II II II II I) II II II I) (I II II II I. 11 II II 11 11 II II II II 11 11 11 II II I) II II II II II II II II II II II I" II II II II II II II II II II II II 11 II I �I II II II II I II II II II II II II (I I:: II II II II II II II It II II II 11 11 II II II II II II II II II II II (I II TRUSS TO 4X6 POST W/ (2) I I I I I I MTS-12POST TO SLAB HTTI I I I I I I I I I II II II II II II II LBUJ I I L F 10 Fule — — — — X — -- _T—� 04 C14- - — — ------ J DBL. S?lJC) - - - - - - - - II II = _ _ _ _ _ _ _-A 01 FLII — `n FLff II >6 FL12dsE E L02G - CJ1ACA u n I MT 4 3_731 I — g CJ1A 1 8 3 2X6 LEDGER TO TRUSS W/ 3/8'X4' LAG SCREWS 0 16' O.G. MAX - — — — --- - _ _ _ _ _ FLOI _ _ _ _ _ _ _ _ _ CE 1 Lml --------------------------------------------------- ----- - (2) META -16 r< 3 cJ1A (2) META -16 C4 C4 C4 C4 C4 C4 C4 C4 FIRST FLOOR FRAMING PLAN, A R C H I T E C T S Des Grou0,!. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 tri E 0 L C SUBDIv. & LOT: KENSINGTON RESERVE (LOT #100) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 02997.000 100R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA JUL 12 DA 7/12/18 SCALE: 1/4 00 =1' — 0" SHEET 6 OF 9 000000000 tri E 0 L C SUBDIv. & LOT: KENSINGTON RESERVE (LOT #100) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 02997.000 100R1 PAGE: FIRST FLOOR FRAMING PLAN ARCHITECT STATE OF FLORIDA JUL 12 DA 7/12/18 SCALE: 1/4 00 =1' — 0" SHEET 6 OF 9 2x12 (•2 SYP) Vl6' OsB (TYP.) NAIL (3) 12d 0 6'-8' O.C. TYP. 2x12 BM. f HDR. ® ENTRY MINIMUM WALL AND HEADER CONTROL PATE: 01.01-15 CONNECTOR SCHEDULE MAXIMUM HEADER SPAN (ft.) SIMPSON USP 5'-0' TO DES. UPLIFT GRAVITY DES. UPLIFT 1400 2800 GRAVITY FASTENER (1))0d x 1 1/2' I -PLY, (6) 16d 2 -PLY, (USP: (10) 106 X 11/2' - NO I66 OPTION) CIO) 1001 x 1 I/2' I -PLY CUSP ll0) 1001 x 112') (14) Ibd 2 -PLY (USP: NO 1601 OPTION) (g) 10d x 1 1/2' I -PLY, (6) Ibd 2 -PLY USP: (10) 10d x 1 1/2', NO lbd OPTION (9) 10d x 1 1/2' I -PLY, (8) 16d 2 -PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION META -I6 1450 HTA 16-16 (2) META -16 I9B5 (2) HTA 16-18 1900 HETA-16 1810 HTA 16 1615 1615 HETA-20 1810 HTA 20 Z 0 V) l2) HETA-20 2036 (10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' (2) HTA-20 3110 2500 (12) 1601 2 -PLY (USP: NO 1601 OPTION) 2150 LUGT-2 _ - 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD Or.) IOd 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 1/2, 1 PLY LGT-2 PETAL -20 MGT HGT-2 • 3965 MUGT - 4000 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED) (22) 106 TO WOOD (USP: (26) 10d TO WOOD) 10980 HUG7-2 9365 (2) 3/4' A,T.R IN HIGH STRENGTH EPDXY (MIN. 12 EMBED) (16) 1001 TO WOOD (USP: WOOD (8) 10d) A05 HGT-3 10530 HUGT-3 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 1Od TO WOOD (USP: WOOD (6) 10d) 3285 LJGT-3 5330 (12) 808 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/6' X 5' WEDGE BOLT, WOOD (12) W825) LGT3-SD52.5 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 (10) lod x 1-1/2' (USP: (10) IOd x 1 I/2' WALL 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) -SDS 1/4 X3' TO WOOD VGT (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 1/4'X3' / 2 PLY M73-12 1000 MTW 12 1595 1660 2045 (14) 106 x 1 1/2' CUSP: (14) Oct x 1 12', (14) 10d) (16) 10d x 1 1/2' CUSP: (16) 10d x 1 1/2', (1 b) 106) (24) 106 x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 1001) (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) HTS -16 1150 HTW 16 HTS -20 1450 HTW 20 HTS -24 1450 HTW 24 2045 LSTA-12 «+ 925 LSTA 12 910 1360 1315 (10) 10d USP: (10) I0d (14) 10d USP: (14) 10d L5TA-18 « 1235 LSTA 18 MSTA-18 . 1315 MSTA-18 (14) 10d U5P: (14) 10d Na) lod USP: (18) lod M5TA-24 .. 1640 MSTA-24 1150 F— M5TA-30 ++ 2050 MSTA-30 2140 2525 3090 (22) 10d USP: (22) 10d (26)10d _ USP: (26)10d (36) 10d x 1 1/2' USP: C36> 1001 x 112' MSTA-36 2050 MSTA-36 MSTI-36 3800 KSTI 236 MST(-48 5065 KTSI 248 4250 (48) 106 x I. 1/2' USP: (48) 1001 x 112` (8) 801 TO PLATES, (B) 801 TO 57UD5 (USP; C16J Bd x 112', ll6) Bd) H6 950FTA L 6 1595 945 SP4 685 SPT 4 (6) 10d x 1 1/2' TO STUDS USP: (6J 10d x 1 1/2' TO STUDS A34 395 _ MP 34 410 (4) 801 x 1 12' TO BEAM, (4) 5d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) Bd x 1 1/2' TO POST. (12) lod x 1 12' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE (I8) 10d x 1 1/2' USP: (9) 10d x 1 1/2 TO TRUSS, (6) 10d X 112' TO PLATE LICP2 645 HHCP 2 _ 1010 2180 HIDA 1340 RT I&A VGT 4 HDU4 4565 PND 4A 4535 5110 (1(o) -Bps 1/4'x3' TO WOOD, (10)-608 1/4'x2 1/2' W/ THREADED ROD (2) NUTS/WA5HER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (10) WSW WOOD SCREWS 0b)-SD5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/21-LY USP: 7/8ATR MIN 1 EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRL-BOLTS VGT . HD75 4940 TDX 10 V) ABU 44 2200 6665 PAU 44 2535 2535 1205 6115 CU 5/8' ALR IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONIC, (12) Ibd TO WOOD USP: SAME AS SIMPSON 13815 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)16d TO WOOD U6P SAME A6 SIMPSON _ _..._... .._....... _. _- -_ _ (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (8)10d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 LTTI9 ... 1340 LTS 19 0 = LTT20M .+. 1500 LTS 205 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (10)1001 TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY (10) 10d, (10) 10d x 1 12', 2-1/2' .v.___._.. ------_ _._._.. _...._.__._. U Z Q HTT4 HTTS 4455 HTT45 4465 5430 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONIC., (I6) SD -10 X 11/2 CUSP: (20) Ibd X USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 106 x 1-12', (20) Ibd x 2 12' /U 5/V AT . IN HIGH STRENGTH EPDXY (MIN. EMBED,) IN GONG, (26) 1601 X 2 12' CUSP: (20) 1601 x 2-I/2'J U6P HAS MORE NAIL OPTIONS (28) 10d, (28) 10d x 1-12', (20) Ibd x 2 1/2 6090 HTT45 HHOGIV-505 2.5+ 11010 UPHD II 12090 (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS Y4' x 215' WOOD SCREWS (USP; (24) W83 WOOD SCREWB) HD75 6645 TDX 10 5110 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) Ld 0 MBHA 3.56/1135 3415 5330 NFM35XI2U 3165 SIMP6ON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1).3/4' 1130 A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CT1.U. FACE, (16)10d TO BEAM USP: (1) IVJ-501_7 W/ MINIMUM 6: EMBED.. NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA 17W RAM5ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EC. W1 MIN, 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 0d AT JOIST 2530 (FLR) _ -- - (10) 16d TO HEADER, (10) 16d TO WOOD USP! SAME AS SIMPSON 3225 (ROOF) HU5C412 (WOOD) 2660 (FLR) 3635 ----- ---- HU54121F 3265 (ROOF) 3060 Q = HUC410 (CMU) HUC210-2 (CMU) 1810 5085 HD410 IF 1905 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS (10) 10d TO WOOD. 3175 (18) 1/4' x 2-5/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x 3' W53 SCREWS, (10) 106 TO WOOD 1810 5085 HD210-21F 1905 HUC210-3 (CMU) 1810 4000 H0210 -31F 1905 3175 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1001 TO WOOD: (USP: (I8) 1/4 x 3' WS3 SCREWS, (10) 10d TO WOOD 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU (4) 1/4' X 2 12' SDS SCREWS TO WOOD LGUM26-2-SDS HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U6P - GIA ADHESIVE ANCHORING SYSTEMS. « WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. +. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LCAD, WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. cn .. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W F- 0 A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 16 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG G-SA5-2012. 2x12 (•2 SYP) Vl6' OsB (TYP.) NAIL (3) 12d 0 6'-8' O.C. TYP. 2x12 BM. f HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. W-II1/2'T 1/2'T-11 1/2 AND UP NUMBER OF HEADER STUDS (1) MSTA-30 504 POST OR BLK& TO CMU SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT AT EACH END OF HEADER A05 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META -16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS -12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD, U.N.O.ON FRAMING PLAN. 6. CONT: STRUCTURAL SHEATHING TO BTM. OF FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE TRUSS TO 4X4 POST W/ (2) MT6-12 POST TO 4X4 SLK(. W/ (1) MSTA-30 POST OR BLKG. TO CMU W/ HTT-4 TRUSS TO 4X8 POST W/ (2) MTS -12 POST TO CMU W/ 14TT-4 CJI CJ3 CJ5 CJ5 CJ3 CJI 3 3 � 1 F,T7 -- ..., — „ p II 11 11 7T_____...II II II II I II „ II T I I "I CJI II II II II II (I II II I II (2) 2X8 SYF'2 HOP, W/ II c 11 II II II II II II II I 11 II = 4X4 POST UNDER CJ3 tRA% A01 II II II I) II 36'42' I ATTIC I ACCESS 1 n ch �, II _T LLI II DBL. STUD ^ DBL. STUD 1 1 Z CJ5- D5 D5 JST FLOOR_oF LINE BELOUI._ CJI 4 1 05 �Q I II i v04 II = u Lu 0/1 �' II � IIvOa v12GE 41 U U U U U L 3 3 a-- __r,_ — � r r r A05 A04 A03 TRUSS TO 4X4 POST A02 W/ ( TRUSS TO HDR W/ MTS -12 A01 HDR TO 4X4 POST W/ A06 MSTA-I8 POST TO 4X4 B1 -K(. W/ A02 (1) MSTA-30 504 POST OR BLK& TO CMU 502 W/ HTT-4 A03 A04 A05 A05 A05 A05 A05 A04 A03 TRUSS TO 4X4 POST A02 W/ ( 051 SECOND FLOOR ROOF FRAMING PLAN A R C H I T E C T S Desi rn Group. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 2) MTS -12 POST t0 4X4 BLIGG. W/ (1) MSTA-30 A06 POST OR BLK(. TO CMU W/ HTT-4 504 504 502 501 CJ5 CJ3 Cil 051 SECOND FLOOR ROOF FRAMING PLAN A R C H I T E C T S Desi rn Group. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: SECOND FLOOR ROOF FRAING PLAN ARCHITECT STATE OF FLORIDA JUL 12 D E: 7/12/18 S AL.E: 1/4"=l $— 0" SHEET 7 OF 9 \000000000 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: SECOND FLOOR ROOF FRAING PLAN ARCHITECT STATE OF FLORIDA JUL 12 D E: 7/12/18 S AL.E: 1/4"=l $— 0" SHEET 7 OF 9 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 UJ/ 3/8"x4" LAG SCREWS m 16" O.C. MAX * GARAGE WALL RECESSED LINTEL -0-4- 1 VMI N4.- 1I 1V1\ I j...r IN FRAMING DETAIL : 3/4'm V-0 R R EI P E El DETAIL 2 SCALE: 3/4' =1' A R C H IT E C T S D esign Grou�r��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA M 0003325 SvsDrV. � LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: ENTRY SECTION DETAIL (ELEVATION M) ARCHITECT: STATE OF FLORIDA JUL 12 2 DAR: 7/12/18 SCALE: 1/4"=1'-0" SHEET OF 9 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �vvvoovvva, 8 E 0 L C SUBDrv. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT STATE OF FLORIDA JUL 12 DAT,*: 7/12/18 ' SCALE: 1/4"=1'-0" SHEET 9 or 9 1 I I OWNER'S SUITE I I FAN/CEILIWs PRE-WIM \ I� \ ` , 5D. � I _- — LINE OF IST— — — __ ... — — _ _.._ — _ . _ __ _7 FLOOR BELOW I FAN/CEILINCs ,PIS-wn LOFT eSDJCMD DO ' SDJCMD I� F FAN/C51LIWs FRE-Wli� ,, 1 -- BEDROOM 2 BEDROOM 3 I I FAN/CE IL IWs i I I � L — — -LINE OF IST — FLOOR BELOW W.I.C. I _ I I �_--- ---- _— _---INeOFIST ---� FLOOR BELOW SECOND FLOOR ELECTRICAL PLAN, ELEGTRICAL LEGEND SYMBOL DEFINITION NOTES IIVV OUTLET rrtEwPrcle cTAMr4e R#O616tAfR MW"M 1w FA TA rym) 1104/ FLOOR BQ MMgD W 044 FAULT ® RIi1:l�1llt rf RE816TANt OUTLET IIVV SWITCHED Rain Iv 41ww FAULT 14 1E U"M RTMt OUTLET �E IIVV GFI gau"c tv amm FAULT NTmww NWTMT OUTLET � 220V OUTLET 4 WIN Cat*CTION EXTERIOR 0 WATERPROOF OUTLET $ SWITCH $'s SWITCH 9 -MY OPERATION $4 SWITCH 4-"Y OM£RATION DIMMER SWITCH (.� WALL MOUNTED L&IT ACL WALL SCONCE PRE-WIIFQ CEILING MOUNTED LIGHT O RECESSED CAN O' VAPOR PROOF RECESSED CAN VENT FAN k( VENT FAN W/ �( LIGHT 24' LIGHT STRIP vuvuuuuu 48' LIGHT STRIP 07 FUORESCENT MW AROW 241E FLUORESCENT V— 48' FLUORESCENT D PANEL - STRUCTURED WIRE PANEL METER dATt. DAwcatmm UMIE O. DET CAR80N MONOXIDE DATT. 54M -W V NuiaM DETECTOR NtEPCOMCM SMOKE / CARBON e' MONOXIDE GATT. DAMW V NAFDII�vE IttElecoNrECTED DETECTOR COMBO - PENDANT LIGHT = TELEPEIONE JACK 4 GAS OUTLET CELM OM 06GAND TO 09 ® CEILING FAN &PPORMP IN ACWFOOM Iv Lit WX MAP= AS OUGH FOR MPEG" CE WA WX Foam TO OE © J -BOX OUPPOM IN ACWF4VcE IV Ab OUCH FOR BOX M4FM NmqcnON ® SIE PRE -WIRE FLOOD LIGHT SECURITY SYSTEM KEYPAD Q DIGITAL KEYPAD WATER HEATER u DISCONNECT AIR. GOND. DISCONNECT TELEYISION JACK EMY L D DOOR CHIMES NOTE: -PHONE OUTLETS 4 TELEVISION JACKS TO BE DETERMINED BY BUILDER / HOMEOWNER -ALL RECEPTACLES IN HA51TABLE ROOMS ARE TO BE ARC FAULT AND TAMPER RESISTANT TYPE A R C H I T E C T S gDesign rou snc. 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 #100) UODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: SECOND FLOOR ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA JUL 12 2010 JAMAES DA": 7/12/18 SCALE: 1/4"=1'-C SHEET 9 SHINGLES OR TILE (PER BLDR) REFER TO DETAIL 1/p2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) TO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, RE-ENGINEERED DO NOT EXCEED 4' DO NOT EXCEED " 6TH EDITION (2011) GABLE ROOF TRUSS 8" CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES 2" DRYWALL 2N DRYWALL WINDOW/DOOR JAMB AT FIRST (2) BAYS P.T. 1x4 or 5"x4" MIN. P.T. 1x4 or 4"x4" MIN. METHOD PER "NAILING SCHEDULE" (4'-0" O.C. a SHEATHING SEAMS) 4 1x4 or 1x2 P.T. NAILER Ix4 or 1x2 P.T. NAILER BLOCKING FASTENER (SEE WINDOW/DOOR JAMB BLOCKING (SEE WINDOW/DOOR JAMB BLOCKING METAL I DGE FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 SCHEDULE E L DRP E DOOR CASING 2x6 SUB-BAN TIFFBACK AT ALL UPRIGHTSIL VENTED ALUMINUM SOFFIT DDDR JAMB /WINDOW MEMBER 22dAILS 8" FROM OOR JAMB /WINDOW E ED L OVER 4 -10 HIGH E BER (ATTACHED TO BLOCKING 5x4" TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (ATTACHED TO BLOCKING EACH END and @ IS" O.C. MAX P.T. 1x4 or 4x4 MIN: (PER ASTM C926) OVER PAPERBACK " PER MFR'S SPECIFICATIONS PER MFR'S SPECIFICATIONS) SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED ECURE P.T. 2x8 TO BLOCK w/ Y x 9 _ PER PLAN ANCHOR BOLT w/ 2" WASHER, SEt IN �� �� �� (1) 3-" TAPGON (MIN. EMBEDMENT 1 4 ) 2 LAYER WATER RESISTANT BARRIER, OVER 5IMP60N or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK( Or +%4) WINDOW TO BLOCK (+3) 8" FROM EACH END and 18° O.G. MAX WALL SHEATHING (TYPE AND ATTACHMENT or METHOD PER "NAILING SCHEDULE'' l6" MIN. EMBEDMENT 32" O.C. MAX) DOOR JAMB TO BLOCK(A4" Or +%4") DOOR JAMB TO BLOCK (+3") ll) DRIVE PIN 8" FROM EACH END and 6 18" O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE4 4A SCALE: I'=1'-0' 4E SCALE: r=1'-0' w/ 12d NAILS 6 S" O.C. MAX 'X � k � , � ���� � MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 7B ONT. 2x4 RAT-RUN ATTACHED TO EACH MIN. EMBEDMENT 1 4" WA2 - TRUSS w/ (2) 12d NAILS– PLASTIC OR METAL WEEP SCREE INSTALLED a MV-POINT OF TRUSS SPAN NOTE: NOTE: SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: 2" TEXTURED CEMENTITIOUS - or 10'-0` O.C. MAX TO PLUMB JAMB." TO PLUMB JAMB. SECURE TO BLOCK w/ (1) 3- TAPGON COATING MIN. (PER ASTM ATT OR BLOWN-IN INSULATION 1� �" 1.. C926) OVER GM DO NOT EXCEED 4 p0 NOT EXCEED 16 4 (MIN. EMBEDMENT 1 4) 8 FROM EACH (R-VALUE PER ENERGY CALLS) 'GYPSUM BOARD OR �" HIGH STRENGTH 8' CMU BLOCK 8" CMU BLOCK or and e 18" O.C. MAX CEILING BOARD PT 2x 2" DRYWALL "DRYWALL (l) DRIVE PIN, 6" FROM EACH END and OHC. FILLED U-BLOCK w/ (l) 15 P.T. 1x4 or"x4' MIN. Ix4 or 1x2 P.T. NAILER 18 O.C. MAX LOCK WALL SECTION -GABLE ROOF CONTINUOUS REBAR (SEE WINDOW/DOOR JAMB BLOCKING 1x4 or 1x2 P.T. NAILER (SEE WlNpowro00R JAMB BLOCKING (::D�IINGLE STORY SCALE: 3/4'--1'-0' FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING " OSB (4' WIDE MIN.) MIN. SHANK SIZE .145 FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD SIZE .300 SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1 1" DOOR JAMB / WINDOW 4 (ATTACHED TO BLOCKING MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB /WINDOW SHINGLES OR TILE (PER BLDR) PER MFR'S SPECIFICATIONS EACH END and s l8" O.C. MAX (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) Pt 2x6: OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION 8905 OF THE FBCR, NOTE: SECURE TO BLOCK w/ (2)16" TAPCONS 6TH EDITION (2011) WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (MIN. EMBEDMENT 1 4") 8" FROM EACH ") THROUGH NON-STRUCTURAL MEMBER (Ix or OSB) END and tv 18' O.C.MAX DOOR JAMB TO BLOCK (+1 % OVER ROOF SHEATHING (TYPE AND ATTACHMENT 4B w/ I" TAPGON MIN. 1 I" EMBEDMENT INTO BLOCK or METHOD PER "NAILING SCHEDULE" SCALE: I'=I'-0' 4 4 (2 )RAVE FINS 8' FROM EACH END and RE-ENGINEERED ROOF TRUSS AX EMBEDDED STRAP ATT OR BLOWN-IN INSULATION WINDOW TO BLOCK (+3 16") MIN. SHANK SIZE .145 (PER PLAN (R-VALUE ENERGY CALLS) NOTE: >> MIN. HEAD SIZE .300 (R L E PER E E DOOR JAMB TO BLOCK (+3yl6)MIN. EMBEDMENT 1 4" (,.... SHIM AS NEEDED 4F SCALE: 1'=1'-0' \x .. . k.. _ TO PLUMB JAMB. I " METAL DRIP EDG" GYPSUM BOARD OR 2' HIGH DO NOT EXCEED 4 P.T. 2x8: 2x6 SUB-BAN a " SECURE TO BLOCK w/ (2) 6" TAPCONS STRENGTH CEILING BOARD S CMU BLOCK VENTED ONG. FILLED U-BLOCK w/" DRYWALL NOTE: (MIN. EMBEDMENT 1 4") 8" FROM EACH ALUMINUM SOFFIT - (1) 05 CONTINUOUS REBAR P•t• 2x Ix4 or Ix2 P.T. NAILER SHIM AS NEEDED ENE) and a 18" O.C. MAX ER PLAN a (SEE WINDOW/DOOR JAMB BLOCKING p TO PLUMB JAMB. or — — RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 16° OSB (4" WIDE MIN.) WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING Do NOT EXCEED 4" �218DOIG. MAX 8" FROM EACH END and ATTACHMENT PER MFR, PER PLAN) DOOR JAMB / WINDOW MIN. SHANK SIZE .145 SPECIFICATIONS--- (ATTACHED TO BLOCKING 8" CMU BLOCK PER MFR'S SPECIFICATIONS" DRYWALL MIN. HEAD SIZE .300 NOT P.T. 1x4 or 4"x4" MIN. lx4 or Ix2 P.T. NAILER MIN. EMBEDMENT 1 4" E (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4" WIDE MIN.) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED FASTENER SCHEDULE FOR ATTACHMENT ALL INSULATION THROUGH NON-STRUCTURAL MEMBER (lx or 16' OSB) DOOR CASING P.T. (2) 2x4: PRECAST OR POURED IN (R-VALUE PER ENERGY CALCS) SECURE 2nd 2x TO STRUCTURAL w/ 16" TAPGON MIN. 14` EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (1) 4" TAPGON PLACE SILL (PER BLDR 'GYPSUM WALL BOARD EACH END and e IS' O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 1 4") 8" FROM EACH TEXTURED CEMENTITIOUS 1) 05 REBAR VERTICALLY IN WINDOW TO BLOCK +1 1 16 PER MFR'S SPECIFICATIONS) ENE) and s 18' O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL ( „) NOTE:" C926) OVER CM (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 %6) STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED (1) DRIVE PIN 8 FROM EACH END and tv 18" O.C. MAX 8" CM THROUGH NON-STRUCTURAL MEMBER Ox or "" OSB) 4" P.T. FURRING STRIPS 16" O.C. 4C SCALE: r=r-0' 16 MIN. SHANK SIZE .145 Lu/ 4" TAPCON MIN. 14" EMBEDMENT INTO BLOCK MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 WOOD BASE 4'. NOTE: WINDOW TO BLOCK (+3yl 6") rolP�urle� aMB DOOR JAMB TO BLOCK (+3 %6") P.T. (2) 2x6: SECURE TO BLOCK w/ (2) 4" tAPCONS ONGRETE SLAB DO NOT EXCEED 4" 4G SCALE: I'=1'-0' 1" " (SEE FOUNDATION PLAN FOR SIZE F1 (MIN. EMBEDMENT 1 4) S FROM EACH AND REINFORCEMENT) 8' CMU BLOCK END and 18` O.C. MAX 2" DRYWALL or —EXTERIOR WALL FOOTING 1175 Ib (SEE FOUNDATION PLAN FOR SIZE P.T. 2x Ix4 or 1x2 P.T. NAILER UPLIFT UP t0 SIMPSON HTS20 w/ (10) 10d NAILS TO TRUSS (2) DRIVE PINS, 8' FROM EACH END and BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN.) 1, e 18" O.C. MAX 2 SINGLE STORY SCALE: 3/4' -0' FASTENER SCHEDULE FOR ATTACHMENT (4) 4X2 4 TAPCONS INTO BOND BEAM RE-ENGINEERED MIN. SHANK SIZE .145 DOOR JAMB / WINDOW DOOR CASING (or EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD SIZE .300 (ATTACHED TO BLOCKING ONTINUOU5 BOND MIN, EMBEDMENT 1 4" ATT INSULATION ADHERED TO CEILING $" GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS UPLIFT UP TO 2,350 Ib BEAM B L (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BOARD (R-VALUE PER ENERGY CALLS) STRENGTH CEILING BOARD NOTE: (10) 10d NAILS TO TRUSS 6 (4) 4'X2 4" TAPCONS - - - - - P.T, (2) 2x8: _ STRUCTURAL 2x MUST BE ON OUTSIDE 8 SECURED INTO BOND BEAM "' THROUGH NON-STRUCTURAL MEMBER Ox or �" OSB) (or EQUIVALENT INSTALLED PER MFR'S SPECS SECURE TO BLOCK w/ (2) 4 TAPCONS r�� 1p (MIN. EMBEDMENt 1 4��) 8�� FROM EACH w/ TAPCON MIN. I EMBEDMENT INTO BLOCK u� _ END and s 18" O.C. MAX 16 - TAPCONS MIN. or 2" COVER (2) DRIVE PINS, 8' FROM EACH ENE) and OPENING 22' x 30° MSN. - _ _ ooD CASING AT SIDE WINDOW TO BLOCK (+2 %4) 2" APART 6 18' O.G. MAX ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK (+2 %4") TRUSS ANCHOR RETRO-FIT MIN. SHANK SIZE .145 3 SCALE: N.T.S. MIN. HEAD SIZE .300 WOOD CASING 4 GYP. 4D SCALE: 1'=r-0' 5 SCALE: N.T.5. MIN. EMBEDMENT 1 4" BOARD (TYP) A R C H I T E C T8 Design Group ���. 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 #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA JUL 12 DAtlt: 7/12/18 I S d,LE: 1/4"=l'—O" SHEET D I � IYIN �emmowommr SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT - STATE OF FLORIDA JUL 12 DAtlt: 7/12/18 I S d,LE: 1/4"=l'—O" SHEET D I NAILING SCHEDULE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %8" .131 110,000 RING ROOF DIAPHRAGM - ASPHALT SHINGLE 2x LBW (STUD SIZE, SPACING PRE-ENGINEERED PRE-ENGINEERED - 8 LOCATION PER PLAN) ROOF TRUSS ROOF TRU55 %6' 0.5.8. or )/2" CDX PLYWOOD - ad RING SHANK GUN NAILS 6 4" O.C. Is SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS 6 6" O.C. 'a INTERMEDIATE SUPPORTS. SEE DETAIL. — - - -- -,•..A.•_ ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4" O.C. EDGEWISE. - ECURE 2x TO CMU w/ (3)Y" x 9' 2x4 BLOCKING AT ALL PANEL JOINT5 WITHIN 4'-0" OF GABLE END. - ANCHOR BOLT w/ 2" WASHER SET ------DOUBLE TOP PLATE TO STUD OUBLE TOP PLATE TO STUD IN SIMPSON OR USP HIGH w/ 51MP50N SP4 (USP 5PT4) w/ SIMPSON SP4 (USP 5PT4) ROOF DIAPHRAGM - CEMENTITIOU5 TILE or METAL STRENGTH EPDXY (6" MIN. 32" O.C. MAX a 32" O.G. MAX I EMBEDMENT) CDX EXTERIOR PLYWOOD or N2" APA -RATED 0.5.8. ( A5 PER MANUFACTURER'S a' - 2x STUDS 16" O.C. MAX 2x STUDS 16" O.G. MAX INSTALLATION SPECIFICATIONS) - ad RING SHANK GUN NAILS S 4" O.G. 6 SUPPORTED PANEL NOTE: (1) ANCHOR BOLI UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE EDGES AND ad RING SHANK GUN NAILS 6 6" O.C. 'a INTERMEDIATE SUPPORTS. SEE DETAIL. LOCATED 6' FROM TOP AND 2x CONTINUOUS 5TRE55 2x CONTINUOUS STRESS ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4' O.C. EDGEWISE.tOP CHORD BLOCKING 4" BOTTOM 4 (1) NEAR MID -CENTER BLOCKING aMID-WALL BLOCKING 'a MID -WALL 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.G. MAX IN FIRST (2) FRAMING SPACES 6 EACH END-- Lu - EXTERIOR WALL SHEATHING PRE-ENGINEERED TRU55 Y16' 0.5.8. or y" PLYWOOD or %6' ZIP BOARD SYSTEM - ad RING SHANK GUN NAIL5 s 4' O.C. or RAFTER " GYPSUM WALL BOARD " GYPSUM WALL BOARD PANEL EDGE5 AND 8d RING SHANK GUN NAIL5 4' O.C. TOP 4 BOTTOM PANEL AND ad RING ROOF 5HEATHIN -(1) 15 REBAR VERTICALLY IN eECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAIL5 ,@ 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 1 CONC. POURED CELL y" x 9" ANCHOR BOLT w/ 2' WASHER - (LOCATION PER PLAN) SET IN SIMPSON HIGH STRENGTH NOTE: RING SHANK GUN NAIL5 SHALL BE PERMITTED A5 AN ACCEPTABLE FASTENER FROM - - EPDXY (OR EQUIVALENT) 6" ANY MANUFACTURER. -" ECURE BOTTOM PLATE TO EMBEDMENT MIN. 6 32 O.C. MAX NAIL REQUIREMENTS 1ONCRETE TIN lilt' SLAB SLAB w/ ( l) IOd CUT NAIL "TUC) TO BOTTOM PLATE w/ �' I (SEE FOUNDATION PLAN FOR SIZE 32' D.C. MAX 5iMP50N SP4 (LISP SPT4) 32" 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 %8" .131 110,000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) O.C. MAX _ BUILDING LENGTH ONCRETE SLAB ONCRETE SLAB - — 4ANTERIOR BEARING -WALL FOOTING ' (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING AND REINFORCEMENT) XTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ad RING SHANK GUN NAILS f 4" O.C. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE TOP 4 BOTTOM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L.B.W. w/ UPLIFT N SCALE: 3/4':1'-0' 4 A SCALE: 3/4'= I'-0' 4B SCALE: 3/4'-.1' 0' < v ° ad RING SHANK GUN NAIL5 6' O.C. IN FIELD PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 4'-0' MINIMUM OVERLAP FOR TDP PLATE SPLICE Z -1 =3 u1 SECURE TOP PLATES w/ 16d COMMON NAILS a 4'0.G, 0 E --___-- 2-ROW5, STAGGERED z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING d v ---DOUBLE TOP PLATE TO STUD 0 o (O.S.B. TO BE STRUCTURAL GRADE) TOP PLATE w/ SIMP50N SP4 (USP SPT4) u -- 2x WOOD or METAL 5TUD5 32' O.C. MAX o 24" O.G. MAX 2x CONTINUOUS 5TRE55 ad RING SHANK GUN NAILS 12" (NOT LOAD BEARING) BLOCKING 6 MID -WALL U A O.C. IN FIELD 2x 5TUD5 -a 16" O.C. MAX z or UNLE55 NOTED OTHERW15E ad x 3" SCREW SHANK BALLISTIC ST FLOOR STUDS TO 2ND FLOOR STUDS Q NOTE: ° z n v ELECTRO GALVANIZED STRIP DO NOT SPLICE TOP PLATES WITHIN 6'-O°" t4G SUBFLOOR (ATTACHMENT SECURED w/ 51MP50N OR U5P M5TA36 v NAILS 12 O.C. IN FIELD OF ENDS OF WOOD STRUCTURAL PANEL 4 " TSG SUSFLOOR (ATTACHMENT SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER "NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND n, BEYOND TNICKNE55 OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 RE -ENGINEERED FLOOR TRU55 5U5 -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. i DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4" T4G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS Q 16° O.C. MAX (0.5.8. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'--1'-0' 1 --DOUBLE TOP PLATE UNLESS NOTED OTHERW15E l'" GYPSUM WALL BOARD z" GYPSUM WALL BOARD 2 2x CONTINUOUS 5TRE55 2x CONTINUOU5 5TRE55 NOTE: RE -ENGINEERED GABLE TRU55 BLOCKING MID -WALL BLOCKING 'a MID -WALL DIAGONAL BRACE -a CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ TRU55E5 AT FIRST (2) BAYS Y2 x 9 ANCHOR BOLT w/ 2 WASHER HIGHEST RIDGE. 2x 5TUD5 6 16" O.C. MAX SET IN 51MP50N HIGH STRENGTH f DIAGONAL BRACE TO BE -9 ANY SPAN 15'-O" OR (4'-0" O.C. SHEATHING SEAMS) UNLE55 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRUSS ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO7 EMBEDMENT MIN. 6 32" O.C. MAX ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT.) 12d NAIL5 6 EACH TRU55 (DIAGONAL SLAB w/ (1) 10d CUT NAIL STUD TO BOTTOM PLATE w/ 0'-0" - 30'-0' USE (1) X -BRACE X -BRACING TO COVER 5 -TRUSSES 32" O.C. MAX SIMP50N 5P4 (LISP 5PT4) ,@ 32" 30'-1' - 60'-0" USE (3) X -BRACE ' (l) X -BRACE -s CENTER 8 (2) BRACES in DIVIDED EQUALLY FROM CENTER TO END ONCRETE SLAB ONCRETE SLAB !' (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) 5TIFFBACK AT ALL UPRIGHT5 NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (A5 PER TRUSS ENGINEERING)AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE - Two STORY L.B.W. w/ NO UPLIFT Two STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION a a x x_ X. z x_ / x x > 5 ASCALE: 3/4'. -0' 5 B SCALE: 3/4'=1'-0' SAME X -BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH I TRU55 w/ (2) 12d NAIL5 GABLE X- BRACING INSTALLED 6 MID -POINT OF TRU55 SPAN 1 l_ SCALE: 3/4'.V-0' or 10'-O' O.C. MAX A R C H IT EC TS Desolgn Gor up 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 #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JUL 1 E: 7/12/18 I 4b ALE: 1/4"=1'-0" SHEET D 2 TYPICAL VALLEY TRUSS 1 m I i o l a IMP50N VTCB or U5P VTT I jppGjlppp SPACING (1) -s EACH END AND 6'-0" O.C. MAX ljq�l�l�l I Gllll _.......... Ipllillll I IC) i o CONNECTION SCALE: 3/4'=1'-a' 2x RIDGE ONE 51ZE LARGER THAN RAFTER 51ZE w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAIL Ix6 COLLAR TIE a EVERY OTHER RAFTER w/ MIN. (3) 12d NAILS or MIN. (4) 10d GUN NAIL 2x RAFTER Ix& NAILER SECURED TO TRU56E5 BELOW w/ (2) 12d NAILS or (3) Imd GUN NAILS 6 EACH TRUS ---_=-_ - 0 RAFTER TO TRUSS w/ 51MP50N MT512 or USP MTW12 (CREATE VOID FOR STRAP PENETRATION CONVENTIONALLY FRAMED\ROOF(3) 4 SCALE: 3/4'=1'-m' 2x4 SECURED TO GABLE END w/ (2) 12d -S EACH UPRIGHT 2x4 SECURED TO GABLE END w/ (2) 12d SPACED (o" - S" O.C. MAX -" o" - - x ALTERNATE CONNECTION SECURE RAFTER TO BLOCKING BETWEEN TRU55E5 w/ 51MP50N or U5P MSTA24 SECURE BLOCKING TO TRU55 BOTTOM CHIORD w/ 12d NAILS EACH END. RE -ENGINEERED ROOF TRU55E5 OOF DECKING OVER PRE-ENGINEERED ROOF TRU55E5 RE -ENGINEERED TRU55 " GYP5UM BOARD OR HIGH STRENGTH CEILING BOARD INGLE 2x TOP PLATE 2" GYPSUM WALL BOARD 2x WOODS STUDS s 24" O.C. (SIZE PER PLAN) ECURE BOTTOM PLATE TO 5LA5 w/ 10d MASONRY NAILS a 32' O.C. MAX ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) WATER RE515TANT BACKERBOARD (DEN5HIELD) 2x4 RAFTER 6 24" O.C. /2" DEN5HIELD (SEAT DECK MUST P.T. 2x STUD BE SLOPED 1/2' MIN. TO PAN) 51MP50N L30 or USP A3 INTERIOR NON-BEARING WALL or S" CMU BLOCK WALL APELA5TIC AQUA DEFENSE WATER PROOF 6 BLOCKING (EACH END 7A WOOD STUDS SCALE: 3/4'=1'-0' MEMBRANE TO BE 51TE APPLIED, MEMBRANE MUST OVERLAP SHOWER PAN LIP. (WATER PROOF MEMBRANE MUST GO UP OR OUT AT LEAST 4 INCHES) TRU55 AULK BEAD BETWEEN DEN5HIELD 2x4 2x4 BLOCKING EACH RAFTER ,l P.T. 2x4 STUDS AND F15ERGLA55 PAN APPLIED s 16" O.C. MAX—:1 TO MEMBRANE 2x4 FRAMING (TYPICAL) "GYPSUM VARIES. PER_PLAN INSTALLATION 51MP50N H2.5A or USP RTIA 8" BOARD OR =1 SHOWER PAN e EACH RAFTER TAIL CONNECTIO 2" HIGH STRENGTH CEILING � (FIBERGLASS OR CERAMIC) SIMPSON L30 or UA3 BOARD - s TOP OF EACH RAFTER GONNECTIO 3 %` TOP CHANNEL (25 GAUGE) �m�oo�mv�0r, TOP CHANNEL TO TRU55 w/ SHOWER SEAT DRYWALL 5CREW5 (EACH TRUSS 2 FRAMED OVERHANG or 24' O.C. MAX) SCALE: 3/4'=1'-m' S SCALE: 3/4':1'-0' �' GYPSUM WALL BOARD 3 %' METAL STUDS (25 GAUGE) tv 24" Of, w/ FULL LENGTH LAYER OF RECAST LINTEL 1/2" TYPE GYPSUM WALLBOARD, A ATTACHED TO EACH SIDE s 12" O.C. SECURE 2x TO CMU w/ (2) %,` x 3" TAPCONS WITHIN 8' OF EACH END AND X18" O.C. MAX SECURE 2x4 FLAT TO 3 %8" BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO or DRIVE PIN BLOCK w/ CUT NAILS SLAB w/ 10d x I" MIN. MASONRY (MIN. SHANK SIZE .145 • NAIL w/ WASHER 6 32" O.C. MAX. 4 MIN, EMBEDMENT OF I y4") - - ---- - - - WITHIN 8' OF EACH END AND X18' O.C. MAX ---- - - - - - - ONCRETE SLAB (SEE FOUNDATION PLAN FOR WALL SHEATHING SIZE AND REINFORCEMENT) - 1 (TYPE AND ATTACHMENT METHOD I- PER "NAILING 5CHEDULE") ca41 SECURE 2x6 MIN. TO BLOCK w/ T. 2x8 STUD BLOCK j -_ (2)Y2' x 9' ANCHOR BOLTS w/ 2" NOTE: WASHER SET IN SIMPSON or USP B STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT I� HIGH STRENGTH EPDXY w/ MANUFACTURER ON STUD HEIGHT LIMITS. (MIN. (o" EMBEDMENT) ROUGH OPENING (UP TO 5'-0') - - INTERIOR NON-BEARING WALL z 7B METAL STUDS SCALE: SECURE 2x6 MIN. TO BLOCK w/ (3)Y2' x 9" ANCHOR BOLTS w/ 2' TEXTURED CEMENTITIOUS 1) REBAR VERTICALLY IN CONC. POURED RECAST OR POURED IN WASHER SET IN 5IMP50N or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) -- - PLACE SILL (PER BLDR) HIGH STRENGTH EPDXY (MIN. 6" CMIN. OVER CM 8 CMU BLOCK EMBEDMENT I d 4 I - FATHER STRIP MOL ING AROUND DOOR 8" CM (PER MANUFACTURER'S SPECIFICATIONS) - 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)Y2' x 9' ANCHOR BOLTS w/ 2" -- -`L. GALVANIZED STEEL TRACK BRACKETS WASHER SET IN 6IMP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS EN STRGTH EPDXY (MIN. 6" EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I' MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) ARCH WINDOW FRAME SECTION GARAGE DOOR BUCK ATTACHMENT SECTION ALVANIZED STEEL VERTICAL TRACK A �? U B (BY OTHERS - INSTALLED PER SCALE: 3/4'=I'-0' SCALE: 3/4'=1'-0' SCALE: N.TS. MANUFACTURER'S SPECIFICATIONS) A R C N I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/100R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JUL 17/2018 DNTE: 7/12/18 I SCALE: 1/4"=1'—O" SHEET D 3 ��IINII �m�oo�mv�0r, SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/100R1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JUL 17/2018 DNTE: 7/12/18 I SCALE: 1/4"=1'—O" SHEET D 3 MINGLES OR TILE (PER BLDR) 5HINGLE5 OR TILE (PER BLDR) REFER TO DETAIL I/p2 FOR GABLE BATT OR BLOWN -IN INSULATION OVER *30 FELT PAPER (OR APPROVED OVER 030 FELT PAPER (OR APPROVED X -BRACING REQUIREMENTS (R -VALUE PER ENERGY CALLS EQUAL) INSTALLED PER SECTION R905 OF EQUAL) INSTALLED PER SECTION R905 OF — RE -ENGINEERED PRE-ENGINEERED ROOF TRU55 THE FBCR, 6TH EDITION (2011) THE FBCR, 6TH EDITION (2011) GABLE ROOF TRU55 TW15T STRAP (PER PLAN OVER ROOF SHEATHING (TYPE AN[)OVER ROOF SHEATHING (TYPE AND 2x4 BLOCKING BETWEEN TRU55E5 � y DOUBLE TOP PLAT AT FIRST (2) BAY5 X X ATTACHMENT METHOD PER NAILING ATTACHMENT METHOD PER NAILING .........- ..`�` ...:,_ .,....� SCHEDULE') SCHEDULE')(4'-0° O.C. 6 SHEATHING SEAMS) METAL DRIP EDG ' GYPSUM BOARD OR 1' HIGH METAL DRIP EDG 2x6 SUB -BAN STRENGTH CEILING BOARD = AIL VENTED ;" - 2x6 SUB -BAN TIFFBACK AT ALL UPRIGHTS IMP50N 5P2 (U5P 5PT24) EVERY VENTED ALUMINUM SOFFIT OVER 4'-10' HIGH - 12 x 2` WOOD SCREWS ALUMINUM SOFFIT EXTERIOR BEARING STUD. I (A5 PER TRU55 ENGINEERING) - ALL SPACER FOR CONDITIONS WHERE TRU56 AND PER PLAN ONT. 2x4 RAT -RUN ATTACHED TO PER PLAN STUD LINE-UP, USE A 5IMP50N H10A DOUBLE TOP PLAT FEACH TRU55 w/ (2) 12d NAILS 2x4 6TUD5 16' O.C. 4` (U5P RT16A) - '� STALLED � MID -POINT OF TRU55 - WINDOW HEADER ALL INSULATION' TEXTURED CEMENTITIOU5 COATING MIN. PAN or 10'-0" O.C. MAX = 2x8 BLOCKING (SIZE PER PLAN (R -VALUE PER ENERGY CALLS) (PER A5TM C926) OVER PAPERBACK ATT OR BLOWN -IN INSULATION '� = SECURED w/ (3) 12d ____WINDOW (PER PLAN), ATTACHMENT 8" TEXTURED CEMENTITIOUS COATING MIN, EXPANDED METAL LATH, OVER APPROVED (R -VALUE PER ENERGY CALLS) �, = NAILS 6 EACH EN m r , - (PER ASTM C92(o) OVER PAPERBACK PER MFR. SPECIFICATIONS 2 -LAYER WATER RE515TANT BARRIER, OVER X x, X EXPANDED METAL LATH, OVER APPROVED WALL SHEATHING (TYPE AND ATTACHMENT ECURE 2x4 TO DBL TOP PLATE w/ %s" x 6' �Q _ 2 -LAYER WATER RE516TANT BARRIER, OVER METHOD PER 'NAILING SCHEDULE" THRU-BOLTS 6 32' O.C. MAX, then SECURE GABLE WINDOW SILL WALL SHEATHING (TYPE AND ATTACHMENT TO 2x4 w/ 12d NAILS 1@ 8' O.C. MAX 1 1/2 METHOD PER 'NAILING SCHEDULE" WALL INSULATION or = EXTERIOR BEARING 5TUD5 (R -VALUE PER ENERGY CALCS) SECURE GABLE TO DBL TOP PLATE w/ 61MP50N RYWALL CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP [ 61ZE AND SPACING PER NOTE "21 OF FLOOR TRU55 (TOP 2x4 SUPPORTS , UNDER CATEGORY TIMBER ON WINDOW HEADER HCxAlO 24" O.C. MAX BOTTOM PLATE OF 2nd FLOOR WALL GENERAL NOTES SHEET GN)] (SIZE PER PLAN loor EQUIVALENT INSTALLED PER MFR'S SPECS) WALL MOUNT RAIL BLOCKING - " v T4G SUBSECURE GABLE TO DBL TOP PLATE w/ 51MP50N �4 FLOOR (ATTACHMENT SHEATHING MUST NOT BREAK WITHINM6TA24 a 32' O.C. MAX METHOD PER "NAILING SCHEDULE') 1'-4" MIN. FROM 2nd FLOOR LINE r EQUIVALENT INSTALLED PER MFR'S 6PEc5) 4B RAILING DETAIL CONTINUOUS 2x6 w/ (6) 161 NAILS 6 3 SCALE: 3/4'=1'-0' SCALE: N.T.S. BOTTOM OF FLOOR TRUSS (BOTTOM 2x6 RE -ENGINEERED FLOOR TRU55 IS A NAILER FOR WALL 5HEATHING 7B- ° NOTE: MINGLES OR TILE (PER BLDR) A2 BATT OR BLOWN -IN INSULATION - " GYPSUM BOARD OR �, HIGH (R -VALUE PER ENERGY CALCS STRENGTH CEILING BOARD HANDRAILS WITH A CIRCULAR GRO55 PRE-ENGINEERED ROOF TRUS OVER "30 FELT PAPER (OR APPROVED PLASTIC OR METAL WEEP SCREE MBEDDED STRAP HANDRAIL SECTION SHALL HAVE AN OUTSIDE EQUAL) INSTALLED PER SECTION R905 OF CONC. FILLED U -BLOCK w/ (PER PLAN) DIAMETER OF AT LEAST I a INCHES (32 MM) DOUBLE TOP PLATE THE FBCR, 6TH EDITION (2011) N) "5 CONTINUOUS REBAR - RECAST LINTEL AND NOT GREATER THAN 2 INCHES (51 MM). X x IF THE HANDRAIL 15 NOT CIRCULAR IT ��' '(� x' `� `/ `� OVER 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 2x6 5U5-5AN SCHEDULE") SPECIFICATION 1%4'_ MAX GREATER THAN 6 4 INCHES (160 MM) WITH VENTED ALUMINUM SOFFIT A MAXIMUM CRO55 SECTION OF DIMENSION MiN. OF 2 a INCHES (51 MM). EDGES SHALL NAVE" TEXTURED CEMENTITIOU5 COATING MIN. 8" GYPSUM BOARD OR Z" NIGH ALL INSULATION � s A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). (PER A5TM C926) OVER PAPERBACK STRENGTH CEILING BOARD � I �� ' (R -VALUE PER ENERGY CALLS) r EXPANDED METAL LATH, OVER APPROVED IMPSON 5P2 (U5P 5PT24) -a EACH 2X8 STUD PRECAST OR POURED IN --- 2 -LAYER WATER RESISTANT BARRIER, OVER ,000" UPLIFT CONNECTOR PLACE SILL (PER BLDR) 'GYPSUM WALL BOARD WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE' " TEXTURED CEMENTITIOU5 1) 05 REBAR VERTICALLY IN FULL WALL COATING MIN. (PER A5TMCONC. POURED CELL 2x8 SYP #2 WOOD STUDS a 12' O.C. MAX— C926) AX 0926) OVER CM (LOCATION PER PLAN) THE CLEAR SPACE BETWEEN THE Y" DIAMETER ANCHOR BOLT I ' P.T. FURRING STRIPS 16' O.C. HANDRAIL AND THE 12" O.C. MAX w/ 1' EMBEDMENT 8' CMUWALL SMALL BE 1 Y' w/ 2' DIAMETER WASHER 'GYPSUM WALL BOARD WOOD BASE 2x8 SYP 02 WOOD STUDS 6 12' D.C. MAX IMP50N 5PI (U5fP SPT22) 42' KNEEWALL Yz EACH 2x8 STUD 7B 1) COURSE TIE -BEAM POURED 50LID w/ f ONCRETE SLAB A CONCRETE w/ (1) S REBAR HORIZONTALLY L� (SEE FOUNDATION PLAN FOR 51ZE CONTINUOUS HANDRAIL j., RECAST LINTEL WINDOW (PER PLAN), = :.. (SIZE AND REINFORCEMENT _, Z D REINFORCEMENT) 34' MIN. TO 38' MAX A.F.F. TERIOR WALL FOOTING o ATTACHMENT PER MFR. PER PLAN) (SEE FOUNDATION PLAN FOR 51ZE z 5PEGIFICATION FRAME ON BLOCK WALL SECTION - HIP ROOF AND REINFORCEMENT) 1STAIR HANDRAIL TWO STORY SCALE: 3/4 = I -0 4A TWO STORY SCALE: 3/4'=V-0' PRECAST OR POURED IN PLACE SILL (PER BLDR a �," TEXTURED CEMENTITIOU5"ALL INSUL NAILS " D.C. MAX ATION III L 8 a TEXTURED CEMENTITIOU5 COATING MIN. (PER o COATING MIN. (PER ASTM (R -VALUE PER ENERGY CALC5) 2x4 BLOCKING 6 EACH BRACE. TOENAIL A5TM C926) OVER PAPERBACK EXPANDED METAL ONTINUOUS 2x4 w/ (4) 161 NAILS -s TOP `a C926) OVER CM " - ;. GYPSUM WALL BOARD INTO TRU55 w/ (4) 16d NAILS 6 EACH EN LATH, OVER APPROVED 2 -LAYER WATER RESISTANT - OF FLOOR TRU55 (TOP 2x4 5UPPORT5 0 ° BARRIER, OVER WALL SHEATHING (TYPE AND - BOTTOM PLATE OF 2nd FLOOR WALL) 4' P.T. FURRING STRIPE 16" O.C. 3/4' TSG SUBFLOOR (ATTACHMENT ATTACHMENT METHOD PER "NAILING SCHEDULE')�' . METHOD PER "NAILING SCHEDULE" 4" T4G 5U5FLOOR (ATTACHMENT Q 1) "5 CONTINUOUS REBAR s 16' O.C. MAX, IN EXTERIOR BEARING 5TUD5 METHOD PER 'NAILING SCHEDULE") o CONCRETE POURED CELL 81 RING SHANK NAILS 6 4" O.C. [51ZE AND SPACING PER NOTE o (VERIFY PER PLAN) MAX INTO BLOCKIN #21, UNDER CATEGORY TIMBER - F� F WOOD 5A5E _o ON GENERAL NOTES SHEET GN)] RE -ENGINEERED FLOOR TRU55 z <�. I 2 -� PRE-ENGINEERED FLOOR TRUS -'ONTINUOU5 2x6 w/ (6) 161 NAILS m o "' (MIN. IN SLAB) EMBEDDED STRAP I REBAR 48' LONG w/ 6' HOOK BOTTOM OF FLOOR TRU55 (BOTTOM 2x624' O.C. (MIN. 24" IN SLAB) 7B (or EQUIVALENT) 2x4 BRACE @ 48' O.C. wl (5)]2d NAILS WA (PER PLAN) B 15 A NAILER FOR WALL SHEATHING) 6 EACH EN �" GYPSUM BOARD OR �' NIGH � z 4' CONCRETE REINFORCED w/ FI5ERME5H AT STRENGTH CEILING BOAR:' TEXTURED CEMENTITIOU5 A RATE OF .15lbs PER CUBIC YARD ON 6 -MIL COATING MIN. (PER ASTM POLY ETHYLENE VAPOR BARRIER ON WELL • ' `i GYPSUM BOARD OR HIGH �' • CONC. FILLED U -BLOCK w/ C92(o) OVER CMU COMPACTED CLEAN TERMITE TREATED FILL STRENGTH CEILING BOARD (1) #5 CONTINUOUS REBAR -. NOTE. 6" 6" 6" 6" --(3) 05 REBAR ON CHAIRS DNC. FILLED U -BLOCK w/ - �� STRUCTURAL SHEATHING MUST NOT m v 2 -� (U 05 CONTINUOUS REBAR BREAK WITHIN I'-4" MIN. FROM 2nd - - - FLOOR TRUSS CONNECTION FLOOR LINE PERPENDICULAR OPEN TO ABOVE WALL SECTION 2 SCALE: 3/4'=1'-0' PARALLEL TO BLOCK TO BLOCK 2 Two STORY SCALE: 3/4'=1'-0' A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#O1) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT. STATE OF FLORIDA JUL 12 2018 12079 DArtE: 7/12/18 I SdALE:1/4"=1'-0" SHEET ]E) A 11111111111 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#O1) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT. STATE OF FLORIDA JUL 12 2018 12079 DArtE: 7/12/18 I SdALE:1/4"=1'-0" SHEET ]E) A MSTCM40 1/16' O.S.B. SHEATHING OR ( INSTALLED ON TOP OF 1/2' CDX PLYWOOD WALL SHEATHING 2x4 EXTERIOR WALL ,4 STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40 ( INSTALLED ON TOP OF 1/I6' 0.5 .5. SHEATHING OR WALL SHEATHING 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL ,4 STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER MSTCM40 ( INSTALLED ON TOP OF WALL SHEATHING SCALE: N.T.S. 1/16' D.S.B. SHEATHING OR 1/2' CDX PLYWOOD —2x4 EXTERIOR WALL -� STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL MSTCM40----,,, (INSTALLED ON 70P OF WALL SHEATHING B 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD -- 2X6 EXTERIOR WALL STUDS — 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: KTS. HTT-4 SECURED TO STUD W/ (20)10d X 1 " NAILS 5/8' A.T.R. PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) lbd SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40- CONNECT STCM40- CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOTE: =MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 V 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP t0 CMU BLOCK WALL W/ (12) 4' TAPCONS 2X EXTERIOR WALL STUDS A 14§0 9�♦ r �, vn. rill � = Z SECOND FIN. ELF �a M � Q ld • TOP OF • MASONRY WALL .. W ELEVATION VIEW A SCALE: KTS. NOTE: = MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 V 2X EXTERIOR WALL STUDS SECOND FIN. FLR TOP OF WALL PRE-ENGINEERED FLOOR (GIRDER DRAWN) NTT -4 SECURED TO STUD Wl (20) 10d X 1' NAILS USP KST260 (ATTACHED PER BEARING POST/ MANUFACTURER'S SPECIFICATIONS) BEARING STUDS (PER PLAN) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) V d ° ° FOUNDATION (PER PLAN) g. . . ° EXTERIOR STUD WALL OPTION t (HTT-4 METHOD) 3 CORNER TO POST SCALE: N.T.S. ELEVATION VIEW B SCALE: V.S. 0 0 PRE-ENGINEERED FLOOR TRUSS (GIRDER DRAWN) 1/16' 0.5.8. SHEATHING OR 1/2' CDX PLYWOOD EARING POST/ BEARING STUDS (PER PLAN) a 0 ° g ° OPTION 01 (K51260 METHOD) IDS ' t t G SUBFLOOR GLUED NAILED AS PER NAILING SCHEI DBL. 2x4 BOTTOM P 2x4 EXTERIOR WALL 5 1/16' O.S.B. SHEATHING OR 1/2' ww ON PLYWOOD J' T t G 5U5FLOOR GLUED AND NAILED AS PER NAILING SCHEDULE 2X6 BOTTOM PLA1 2X6 EXTERIOR WALL STUC PLAN VIEW - 2x4 WALL A PRE-ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) �5 CONTINUOUS REBAR NTT -4 SECURED TO STUD W/ (20)10d XIJ'NAILS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. �J PLAN VIEW - 2x6 WALL MASONRY WALL ` a SOLID BLOCKING REQUIRED UNDERNEATH STUD ELEVATION VIEW C SCALE: KT,S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: V.S. °RE -ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR HTT-4 SECURED TO STUD Wl (20)10d X 1 �' NAILS 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. T EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 J' NAILS -ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1)15 CONTINUOUS REBAR A It C H IT E C T S e/Desi n G ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 14§0 9�♦ r �, vn. rill � = Z 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD DBL. STUD REQUIRED W/ 2x4 WALL 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECOND FIN. FLR. �J PLAN VIEW - 2x6 WALL MASONRY WALL ` a SOLID BLOCKING REQUIRED UNDERNEATH STUD ELEVATION VIEW C SCALE: KT,S. EXTERIOR STUD WALL - PERPENDICULAR TO BLOCK SCALE: V.S. °RE -ENGINEERED FLOOR TRUSS CONC. FILLED LINTEL BLOCK W/ (1) 05 CONTINUOUS REBAR HTT-4 SECURED TO STUD Wl (20)10d X 1 �' NAILS 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. T EMBED) 2X EXTERIOR WALL STUDS NTT -4 SECURED TO STUD W/ (20)10d X 1 J' NAILS -ENGINEERED FLOOR TRUSS 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) CONC. FILLED LINTEL BLOCK W/ (1)15 CONTINUOUS REBAR A It C H IT E C T S e/Desi n G ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JUL 1,,Z'2018 TE: 7/12/18 GALE: 1/4"=1'-0" SHEET �5 11111111111 \000000000 SUSDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA JUL 1,,Z'2018 TE: 7/12/18 GALE: 1/4"=1'-0" SHEET �5 NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF TRUSS CONTINUOUS 2x4 w/ (4) Ibd NAILS 6 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) SIMPSON MT512 or USP MTW12 TO LEDGER 19 24' O.C: DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %a' x 5' LAG SCREWS ,@ 24' O.C. MAX CONTINUOUS 2x6 w/ (6) lbd NAILS s BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE "21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS -` EMBEDDED STRAP (PER PLAN) 44 CAST LIN TEL (SIZE AND REINFORCEMENT PER PLAN) LEDGER CONNECTION AT FLOOR TRUSS SCALE: 3/4'■I'-0' HEADER (SIZE PER PLAN) C- DOOR i wirDau OPENING SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or USP SPT4 (EOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) \--DOUBLE TOP PLATE RIPPLE STUDS a 16' O.C. MAX KING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) CURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTA12 (EACH SIDE OF OPENING) JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] ECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 NOTE: O or USP SPT4 STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE ' ECURE BOTTOM PLATE TO SLAB w/ EXTERIOR BEARING STUDSx 9' ANCHOR BOLT w/ 2' WASHER PRE-ENGINEERED ROOF CRUS [SIZE AND SPACING PER NOTE 021, / SET IN SIMPSON HIGH STRENGTH _ _ -- - UNDER CATEGORY TIMBER ON EPDXY (OR EQUIVALENT) (o' �, GENERAL NOTES SHEET GN)] - - - EMBEDMENT MIN. 32 O.C. MAX SIMPSON MT5I2 or USP MTW12TO LEDGER s 24' O.C. -ENGINEERED FLOOR TRUSS DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %a' x 5' LAG SCREWS 32' O.C. MAX LEDGER CONNECTION AT FLOOR TRUSS PARALLEL SCALE: 3/4'-I'-0' NOTE: SHEATHING MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING ROOF DECKING. 2X EXTERIOR STUDS TOP OF WALL PRE-ENGINEERED FLOOR TRUSSES BEARING CONDITION (PER PLAN) ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4'-I'-0' �--EMBEDDED STRAP (PER PLAN) CAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) 116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4) I&D NAILS 0 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) 1116' O.S.B. SHEATHING OR 1/2' CDX — PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES CONT. 2x6 wl (b) lbd NAILS BOTTOM OF FLOOR TRUSS (BOTTOM 2X(o IS FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL NOTE: ROOF CONDITIONS MAY VARY 5 Two STORY WINDOW/DOOR OP HEADER (SIZE PER PLAN) C POOR / WINDOW OPENING ,1 � ►1 ��III� ME WALL SCALE: 3/4'-1'-0' SECURE EACH KING STUD t0 TOP PLATE w/ SIMPSON SP4 or USP SPT4 (FOR 2x6 WALL USE SIMPSON SP6 or USP SPT(o) -PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) \--DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.C. MAX SING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) SECURE JACK STUDS TO HEADER w/ SIMPSON or USP LSTA12 (EACH SIDE OF OPENING) JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) j EXTERIOR BEARING STUDS [ SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON ' GENERAL NOTES SHEET GN)] JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED ECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ SIMPSON SP4 or USP SPT4 HEATHING TO LAP t0 TOP OF MASONRY WALL. '- SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLOOR LINE AME WALL 2x DOUBLE TOP PLATE PRE-ENGINEERED ROOF TRUSSES or CONVENTIONALLY -FRAMED ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') 2x BLOCKING UNDER WALL STUDS, SECURED BETWEEN TRUSS BAYS w/ (3)12d NAILS 6 EACH END 2x STUDS SPACING PER PLAN MT512 0 EVERY STUD 2x BOTTOM PLATE 6 DORMER ATTACHMENT TWO STORY SCALE: 3/4'-I'-0' HEADER (SIZE PER PLAN) MAX. OPENINGS 48' SIZE AND SPACING OF STUDS PER PLAN SIMPSON SP8 or USP SPTS g TOP 4 BOTTOM PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) DOUBLE TOP PLATE SIMPSON or USP MSTA24 6 EACH JACK STUD 2x8 SYP 02 WOOD STUDS @ 12' O.C. MAX. WALL SHEATHING t0 BE WITHIN �' OF WINDOW/DOOR OPENING. WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') (2) JACK STUDS 4 (2) KING STUDS 0 EACH SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED WINDOW SILL w/ CRIPPLE STUDS 0 I6' O.C. ' DIAMETER ANCHOR BOLT 0 12' O.C. MAX w/ I' EMBEDMENT w/ 2' DIAMETER WASHER -SIMPSON or USP MSTAM24 a EACH JACK SECURED w/ (3)%4' x I %4' TAPCONS TO CMU w/ MIN. 2' COVER 4 2' APART 1x8 BOTTOM PLATE WINDOW OPENING IN 2 -STORY WALL Two STORY SCALE: 3/4'-1'-0' A R C H I T E C TS 1441 N. HUNALU HtAUAN ULM LONGWOOD, FL 32750 PH: 407-774078 FAX:407-7744078 www.abdeslgngroup.com AA #: 0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JUL 12 D E: 7/12/18 S ALE: 1/4 " =1' — 0" SHEET _ \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: SECTIONS/ DETAILS ARCHITECT STATE OF FLORIDA JUL 12 D E: 7/12/18 S ALE: 1/4 " =1' — 0" SHEET _ Ryan Homes -Openings Vendor: 84 Lumber Vendor Number: 00619 Windows - Slidina Glass Doors - DOUBLE PANE LOW E # Pan-* Unit SIZO Description Masonry-Oponina Frarne OponinaFL# Part * UnIt size D Mason!y Opening Frame Oponina Sliding Glass Doors Vinyl FL# Windows 14634 10432426 EA 12/0 X 8/0 DOOR SGD POCKET ALUM (WHITE) W/SCRN 143 1/2" X 95 1/2" -TO 190 1 2" 16100 16100 16100 16104 16103 L0369270 L0367192 _L0297193 10426486 L0367491 -EA _ EA EA .-._E_A EA 26 TW 1/2 EYEBROW - 26 TW W/ARCH 26 TWIN 2_626 FX __. 2640- ---� WDW VINYL SH WHT W/GR & SCRN WDW VINYL SH W/GR & SCRN WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL W/GR _ WDW VINYL SH CLEAR NO GR W/SCRN 741/2" X 95" - -- -� - 741/2" X 76" 741/2" X 72' 30" X 30" 30" X 48" 14634 L0434206 EA 12/0 X 8/0 OXXO DOOR SGD ALUM (WHITE) W/SCRN 147" X 961/2" 14634 14634 L0429616EA 1035_4136_ .___.. EA _- 16/0 X 8/0 --_-5/0 X 6/8 - -- -- DOOR SGD ALUM (WHITE) W/SCRN DOOR SGD ALUM W/SCRN 191" X 961/2" - TO 286" - 621/4" X_811/2"-_______,___ 14634 L0298912 _._ -EA - 5/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 621/4" X 961/2" 14634 14634 14634 L0295466 L0295467 L0303298 EA EA EA 6/0 X 6/8 6/0 X 8/0 8/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN DOOR SGD ALUM (WHITE) W/SCRN --___ DOOR SGD ALUM (WHITE) W/SCRN 741/4" X 811/2" 741/4" X 961/2"15317 981/4" X 811/2" _ - 16104 L0366994 EA 2650 FX WDW VINYL SH CLEAR NO GR NO SCRN 30" X 60" 16103 16204 16104 L0354138 L1040440 - - 10296557 L0429520 EA EA EA EA 2850 -2860 - 3/0X3/0 FX TMP 3024 FX TEMP WDW VINYL CSMT W/GR & SCRN WDW VINYL SH WHT W/GR & SCRN WDW VINYL SH CLEAR NO GR WDW VINYL FX CLEAR NO SCRN 32" X 60" 32" X 72" 36" X 36" 36" X 28' 14634 L0310660 EA 8/0 X 8/0 DOOR SGD ALUM (WHITE) W/SCRN 981/4' X 961/2' 14634 14634 L0329528 EA 9/0 X 6/8 DOOR SGD ALUM (WHITE) W/SCRN _ 1081/2" X 811/2" L0298914 EA 9/0 X 8/0 DOOR SGD ALUM W/SCRN 1081/2" X 961/2" 16103 L1040450 EA 3030 WDW VINYL SH WHT W/GR & SCRN 36" X 36" 16104 L0317308 EA 3030 FX WDW VINYL SH WHT W/GR & SCRN 36" X 36" Vinyl FL# Windows 16103 L0298924 EA 3030 FX ARCH TOP WDW VINYL FX CLEAR NO GR 36" X 40" 16104 16103 16103 16104 16104 16103 16103 16103 16103 L0460340 EA 1/4X1/4 FX TMP WDW VINYL SH CLEAR NO GR 16103 L0365362 EA 3030 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 36" X 59" L0432421 EA 13 WDW VINYL SH CLEAR NO GR W/SCRN 201/8" X 38 3/8" 16104 L0352195 EA 3040 WDW VINYL OVAL WHT W/GR 38" X 52" L0439893 EA 14 WDW VINYL SH W/GR & SCRN 201/8" X 50 5/8' 16103 10369494 EA 3040 WDW VINYL SH CLEAR NO GR W/SCRN 36" X 48" L0432424 EA 1433 FX NO FLANGE WDW VINYL FX WHT W/GR & SCRN 16" X 39" 16104 L0354140 EA 3040 FX WDW VINYL W/GR 36" X 48" L0432423 EA 1433 FX W/FLANGE WDW VINYL FX WHT W/GR & SCRN 17" X 39" 16100 L0434443 EA 3040 TRIP WDW VINYL SH CLEAR NO GR W/SCRN 109" X 48" L0369271 EA 151/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8' X 67" 16100 L0423133 EA 3040 TW 1/2 EYEBROW WDW VINYL SH W/GR & SCRN 721/2" X 52" L0369273 EA 161/2 ARCH TOP WDW VINYL SH WHT W/GR & SCRN 201/8" X 76" 16100 L0434428 EA 3040 TWIN WDW VINYL SH CLEAR NO GR W/SCRN 721/2" X 48" L0429521 10430156 EA EA 1620 FX 1624 WDW VINYL SH W/GR NO SCRN WDW VINYL SH W/GR NO SCRN 18" X 24" 18" X 28" 16103 16103 16103 L0423134 L0298921 L0317307 EA EA EA 3040 W/1/2 RND 3050 3050 ARCH TOP WDW VINYL SH W/GR & SCRN WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH W/GR & SCRN - - _ - 36" X 70 36" X 60" 36" X 64" 16104 L0434427 EA 1634 FX WDW VINYL FX WHT W/GR 18" X 40" 16104 L0439004 EA 1836 FX ARCH TOP WDW VINYL FX W/GR & SCRN 20" X 46" 16104 L0367489 EA 3050 FX WDW VINYL NO GR 36" X 60" 16103 L0303300 EA 1H2 FX TP WDW VINYL SH W/GR 27 1/2" X 26" 16100 16100 16100 L0366804 L0298922 L0354148 EA EA EA 3050 TPL 3050 TWIN„---_- - - 3050-4050FX-3050 WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL SH CLEAR NO GR W/SCRN WDW VINYL W/GR & SCRN 109" X 60" --^ 72 1/2"wX 60" 121” X 60" 16103 16103 L0412312 L0317304 EA EA 1H3 1H4 WDW VINYL SH NO GR W/SCRN WDW VINYL SH CLEAR NO GR W/SCRN 271/2" X 38 3/8"__- 1/2" X 505/800 - 16103 L0419869 EA 1H4 W/1/2RD -- - _ WDW VINYL SH W/GR & SCRN -27 271/2" X 68 5/8" 16103 L0419409 EA _-- 3056 ARCH TOP WDW VINYL SH W/GR & SCRN 36" X 70" 16103 L0319054 EA 1H5 -- _ - WDW VINYL SH W/GR & SCRN 271/2" X 63" - 16103 L0477376 EA 34 WDW VINYL SH CLAR NO GR W/SCRN 541/8" X 50 5/8" 16103 16103 L0419870 10432419 EA EA 1H5 W/1/2RD iH6 WDW VINYL SH W/GR & SCRN _ - - - _ WDW VINYL SH CLEAR NO GR W/SCRN -271/2" X 81" 271/2" X 72" 16103 16103 16103 L0367188 L0329525 L0364384 EA EA EA 35 _ 35 ARCH TOP 36 WDW VINYL SH NO GR W/SCRN WDW VINYL SH W/GR & SCRN WDW VINYL SH W/GR & SCRN 541/8" X 63" 541/8" X 67" 541/8" X 72' 16103 L0317306 EA 1H6 ARCH TOP WDW VINYL SH W/GR & SCRN 271/2" X 76"- 16103 _ L0298906 EA -- 1H6 TMP W/1/2RD -- - WDW VINYL SH W/GR & SCRN _-__ _ 271/2" X 90" _ __-- - -_ 16103 - L0327816 _ EA _ _- 36 ARCH TOP _ WDW VINYL SH W/GR & SCRN - 541/8" X 76" 16104 L0434441 EA 2020 FX _ _ --_- - WDW VINYL FX CLEAR NO SCRN . _ 24" X 24" _ ......_____-_ ______ 16104 16103 15865 - L0367490 — __-- L0430847 L0434426- EA EA 4020 FX TMP 4030 FX TMP 4036 WDW VINYL FX CLEAR NO GR _-.._-. WDW VINYL SH CLEAR NO GR WDW VINYL SLIDER WHT W/GR & SCRN _ _ 48" X 24" _ _ . 48" X 36" 48" X 42" 16104 16104 __.. L0298926 L0369491 _ --- EA EA __. ._ _ 2020 FX ARCH TOP 2026 FX _ _ WDW VINYL FX WHT W/GR WDW VINYL FX WHT W/GR 24" X 28" 24" X 30" 16103 L0327818 EA _ - _ -_- 2030 _ _ WDW VINYL SH CLEAR NO GR W/SCRN _- - _ 24" X 36" 15865 _ L0354129 -EA EA -_ _ -_ - 4040 WDW VINYL SLIDER NO GR W/SCRN y _ 48" X 48" 16104 L0352196 EA 2030 FX WDW VINYL FX WHT W/GR 24" X 36" 16104 L0354141 EA 4040 FX WDW VINYL NO GR 48" X 48" 16103 16104 16103 16103 16104 16103 16103 16103 16103 16103 16103 L0298928 EA 2030 W/1/2 RD WDW VINYL SH WHT W/GR & SCRN 24" X 52" 16103 L0368324 EA 4050 WDW VINYL SH WHT W/GR & SCRN 48" X 60" L0434444 EA 2036 TMP FX WDW VINYL FX WHT W/GR 24" X 42" 16100 L0427856 EA 4050 TWIN WDW VINYL SH W/GR & SCRN 961/2" X 60- L0317309 EA 2040 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 48" 16103 L0460341 EA 5/0X5/0 FX TMP WDW VINYL SH CLEAR NO GR 60" X 60" L0366113 EA 2040 ARCH TOP WDW VINYL SH W/GR & SCRN 24" X 52" 15865 L0298925 EA 5044 WDW VINYL SLIDER WHT NO GR W/SCR 4 60" X 52" L0362731 EA 2040 FX TEMP WDW VINYL FX CLEAR NO SCRN 24" X 48" 16104 L0435847 EA 5052 FX TMP WDW VINYL FX CLEAR NO GR 60" X 62" L0363422 EA 2040 W/1/2RD WDW VINYL SH WHT W/GR & SCRN 24" X 64" 16104 L0295462 EA 54X12X24 ARCH WDW VINYL W/GR 54" X 28" L0417692 EA 2050 WDW VINYL SH CLEAR NO GR W/SCRN 24" X 60" 16104 L0295461 EA 54X27 WDW VINYL 1/2 RD W/GR 54" X 31" L0298929 EA 2060 TMP ARCH WDW VINYL SH WHT W/GR & SCRN 24" X 76" 16104 L0298910 EA 58X28X561/2 RD WDW VINYL W/GR 58" X 61- L0298930 EA 2060 TMP W/1/2 RND WDW VINYL SH WHT W/GR & SCRN 24" X 98" 16104 L0298911 EA S8X40X30 ARCH WDW VINYL W/GR 58" X 44" L0351034 EA 23 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 38 3/8" 16103 L0314657 EA IH3 WDW VINYL SH NO GR W/SCRN 271/2" X 38 3/8" L0319052 EA 24 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 50 5/8" 16103 L0369187 EA 24 W/1/2RD WDW VINYL SH W/GR & SCRN _--.___._.._ -_..____-_--______.-_-- 16103 L0432425 EA 24-5 W/FLANGE - WDW VINYL SH W/GR & SCRN - _.._.__ __.__ �__ 38" X 561/4" _,- _______ ________ - - _-�-- 16104 16104 _-_- L0429519 L0354132 _- EA EA _-___--- 2014 3014 TRANSOM VINYL WHT NO GR TRANSOM VINYL W/GR 25" X 17" 37" X 17" ___ ___-- 24" X 16" 36" X 16" 16103 L0298907 EA 2430 WDW VINYL SH W/GR & SCRN 28" X 36" 16103 16100 16103 L0367488 L0430846 L0298908 EA EA EA _ 2436 FX 2450 TWIN_ 2460 TMP- _ WDW VINYL SH WHT W/GR & SCRN -_---__-.__-------.____ _.._.. WDW VINYL SH CLEAR NO GR W/SCRN- - - WDW VINYL SH W/GR & SCRN _ _._ _ _-_- _ _ 28" X 42" _ ________ __ - 28" X 60" 28" X 72 16104 16104 16104 - ------- _ L0354133 L0324888 L0329436 -_ EA EA EA _ _.__..-_____ __----__.____ .._-..__ 3044 __. _. 3214 TMP 3616 ARCH _.___..___ _ _ _-_.___. __.... TRANSOM VINYL W/GR ----.____ _- __.._...._._. TRANSOM VINYL WHT NO GR TRANSOM VINYL WHT W/GR _ _ - ... ____.-_ 37" X 53" 39" X 17" 43" X 23" 36" X 52" 38" X 16' 42" X 23" 16103 10295456 EA 25 WDW VINYL SH CLEAR NO GR W/SCRN 38" X 63" 16104 L0354134 EA 3624 ARCH TRANSOM VINYL W/GR 43" X 33" 42" X 33" 16103 16103 L0300838 L0295460 EA EA 25 ARCH TOP 25 TMP W/1/2 RD WDW VINYL SH W/GR & SCRN WDW VINYL SH W/GR & SCRN _ 38" X 67" 38" X 86' - _ _ _ _ _-_ _-_- 16104 16104 16104 L0329526 L0300837_ L0295463 _- EA EA EA 4013 4613 4620- - - - -- TRANSOM VINYL WHT NO GR TRANSOM VINYL WHT W/GR - _ TRANSOM VINYL WHT W/GR 49" X 16" 55" X 16" 55"X 25" 48" X 15" 54" X 1S" 54" X 24" 16100 L0320640 EA -_ 25 TW 1/2 EYEBROW WDW VINYL SH WHT W/GR & SCRN 741/2" X 75" 16100 L0300839EA 25 TW W/ARCH -_-- WDW VINYL SH W/GR & SCRN 741/2" X 67" 16104 L0354135 EA 4626 ARCH - ____ _ _ TRANSOM VINYL W/GR_ _ 55"X 34" _ _ - _ 54" X 34" ' 16100 L0295457 - _ -EA _ _ 25 TWIN - _ �- i WDW VINYL SH CLEAR NO GR W/SCRN - 741/2" X 63" _ -- 16104 L0354131 EA 5016 TRANSOM VINYL W/GR 61"X 19" 60" X 18" 16103 16103 L0317305 L0369490 EA EA 25 W/1/2 RD 26 WDW VINYL SH W/GR & SCRN WDW VINYL SH CLEAR NO GR W/SCRN 38" X 86" 38" X 72" Doors 16103 L0295459 EA 26 ARCH TOP WDW VINYL SH W/GR & SCRN 38" X 76" EA 2186/8 Door -_-- 35 5/8" X 831/16"_ _341/8" X 82 5/16- 16103 L0361749 EA 26 TMP W/1/2 RND - _ _ - __- WDW VINYL SH W/GR & SCRN _- --- 38" X 95"_ _T _ _- EA 3/0.6/8 Door 39 5/8" X 831/16" 39 381/8" X 82 5/16" 16100 L0434442 EA _- 26 TRIP _ --_ WDW VINYL SH CLEAR NO GR W/SCRN _ 111" X 72" _. _ EA EA 2/88/0 _...___ _ __......._.___w 3/08/0 Door -- _.___..._._ Door _ ----35 5/8" X 991/16" _._. _ 39 5/8" X 991/16" _ - _ 341/8" X 98 5/16" 381/8" X 98 5/16" - _ - _ _ A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �000000000� 9UBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: WINDOW SCHEDULE ARCHITECT- STATE OF FLORIDA JUL 12 NO DA!ft: 7/12/18 SC &L : 1/4"=1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %a' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED 6 1' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOUIN MAY BE IN ADp1710N rt0 WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1 APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 1' OR LE55 PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN NAL (LENGTH U115E U117N ADHESIVE TO THE EXTERIOR) ALIGN THE PROTEGTO FORM FLASH WITH THE CENTER OF THE PIPE. ADHERE FOF21'1 FLASH 170 THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC 8103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE= KT,S. J' THICK, 3 COAT CEMENT PLASTER WR5 LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED o1' (VERT.) O.C. MAX AT 5UPPORT5 WR5 LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL 5TUD 1 TYPE "M" CONTROL JOINT SCALE: N.T.S. NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 15 TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. %...,m idow'd TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WR5 LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) SECTION METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER 5TUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: 51DE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 0.0415 -IN. (1.21 -MM) WIRE AT INTERVALS NOT MORE THAN 9' (229 -MM). AS PER A5TM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU 5HEATHI WR5 M TAPED T SHEATHING w/ WI *2 OVER TOP. Wf 02 TO BE LAPPE- VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. LATH VERTICAL LAP TO BE 1' 1' MIN. LAP • HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP SCALE: KTb. WOOD SHEATHING WATER RE515TIVE BARRIER LAP 51DING (PER BUILDER) MINIMUM LAP (PER MANUR 5PEC5) WEEP 5CREED STARTER STRIP (PER MANUR 5PEC5) MINIMUM CLEARANCE (PER MANUR SPECS) 5'X1' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 4 6' 6 HORIZONTAL LAPS. METAL LATH TAPE WR5 LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL f - C� po -,opaoA&eIll-om FLASHING 4 : KTA. STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WR5 LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND DRAINAGE PLANE (WR5 LAYER *1, 5TUCCOWRAP OR APPROVED EQUAL) WR5 LAYER 02 IN z (FORTIF15ER I: BUILDING PAPER OR 761 1 APPROVED EQUAL) METAL LATH X X X X STUCCO----- - ° WOOD SHEATHING = ZIA 5ELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC 8103.1.1 / ASTM C - 841- 09, MIN. 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WR5: WATER RE515TIVE BARRIER A R C H I T E C T S Design Group �nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � \ODDOODDDOJ E 8E 0 L C SXMDIV. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: WALL ASSEMBLY DETAILS CARCHITECT. STATE OF FLORIDA D : 7/12/18 SCALE: 1/4 J$ =1' - 0" SHEET A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 TEXTURED CEMENTITIOU5 COATING UJRB LAYER *1, STUCCOUJRAP (OR APPROVED EQUAL) —UJRB LAYER 02, FORTIF15ER BUILDING _ ` i,' WOOD SHEATHING THICK, 3 COAT PAPER (OR APPROVED EQUAL) ==__ VENT CAP 15 TO BE SET IN CONTINUOUS BED OF $ UJ LAYER � 5TUCCOUJRAP (OR APPROVED CEMENT PLASTER L - `X SEALANT. PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-DEICE HOODED VENT ATTACHED PER MANUF. (SET IN CONT. SEALANT) LAP LAYERS OF BUILDING WRAPOVER SPECIFICATIONS STEP FLASHING NAILING FLANGE, STOP UJRB APPROX. - j: APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT ABOVE SHINGLES _- 1 X NON-MOVABLE FRAME AND STUCCO ON ALL - SEALANT ALL SIDES •'i'ssa• .r ' DIVERTER 1' MIN. :.",; '_ s• 5ELF-ADHERING FLASHING ' r-e tJr .'• 'l.. - " SIDES, Y' SEALANT JOINTS ALL AROUND � is yr THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH 6B IR�R VENT BLOCK DRYFLEKT KICKOUT DIVERTER UJRB LAYER 02, FORTIFIBER BUILDING ::..� a PAPER (OR APPROVED EQUAL) BUILDING PAPER R UNDERLAYMENT D�1�ER VENT FRAME) 6A �iT.�. OVER 'QUICK FLASH'FELT o PIPE THROUGH UJALL PER FBC R103.1.1 SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING DRIP EDGE: OVERLAP 3', FASCIA WRAP EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL EXTEND 1/2' BELOUJ BUILDING PAPER-__1110,COMPLY "QUICK WITH THE APPLICATION REQUIREMENTS OF UNDER FLASH" A5TM C 926-12A. SHEATHING MECHANICALLY FASTEN 4" O.C. MAX, &LENT PENETRATION : Kt�. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A WOOD SHEATHING UJRB LAYER 02, FORTIF15ER LEGEND UJOOD UJRB LAYER 11, BUILDING PAPER (OR DRAINAGE PLANE NOTE: CONSTRUCTION 5TUCCOUJRAP (OR APPROVED EQUAL) `' (UJRB LAYER 01, 5TUCCOUJRAP INSTALL KICKOUT FLASHING L�I��IUT DETAIL WOOD APPROVED EQUAL) ' METAL LATH SHEATHING UJRB LAYER 1, WOOD �/8' TEXTURED FINISH 6 WOOD OR APPROVED EQUAL 02 AT BOTTOM OF ROOF 4 WALL UJRB LAYER INTERSECTIONS FORTIFfSER CONSTRUCTION FASTEN TO WOOD STRUCTURAL S" (FORTIFIBER BUILDING PAPER BUILDING PAPER (OR CMU MEMBER e 1' O.C. MAX OR APPROVED EQUAL) AREA TO RECEIVE 1 COAT OF 5HER-CRETE APPROVED EQUAL) �THICK, 3 GOAT CEMENT $ TO MID-UJALL =' WEEP SCREED METAL LATH X X X X _ . FLEXIBLE CONCRETE UJATERPROOFER or WOOD FRAMED : PLASTER :�: ". 6' WIDE STRIP SELF STUCCO— A . 1.4.� 4 SCRATCH COAT PRIOR TO ELEC. METER WALL %8' TO 7/5' MID-UJALL ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION - WEEP SCREED MA50NRY BEFORE APPLYING 5ELF-ADHE51VE FLASHING --ID(PER 3/UJAI) 6' 5ELF-ADHERING FLASHING TEXTURED FINISH 6 MA50NRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: - FRAME TO �FRAME FRAME TO BLOCK METAL LATH: LATH TO BE PER FSC R103.1.1 /A5TM ELEC. METER FIELD VERIFY ___ '7A �,�.;_:,,Ltb. 7B �,�3=: N.T.S.C-541-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR LOCATION -NOMINAL LATH DOES NOT MEET SPECIFICATIONS) - j NOTE: PROTECTED FLASH TAPE BEHIND WEEP 5CREED 4 APPLY SEALANT AT WEEP SCREED END To END JOINTS ELEC. METER FIELD VERIFY LOCATION --- -_ - SEALANT ON TOP 4 SIDES ONLY - - ' CUT ENOUGH PROTECTO FORM FLASH 1 PIECES TO COVER BOX 4' PAST EACH SIDE. STARTING AT THE NOTE: ATTACH PER MANUF. SPECIFICATIONS - BOTTOM OF THE BOX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X' CUT THROUGH PUSH THE PROTECTO FORM CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING POLYMERIC 150CYANATE-POLYBLEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE _ _ FOAM ('GREAT STUFF' OR SIMILAR) COVER THE SOX. OR OUTLET OPENING H INTERIOR OF T E BOX EXTENDING TO NO OL05ER WOOD SHEATHING THAN 1" TO CORNER. STEP 1 STEP 2 STEP 3 UJRB LAYER 01, 5TUCCOUJRAP APPLY SEALANT AT TOP (OR APPROVED EQUAL) ELA5TOMERIC COATING SIDES OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION _- SELF ADHERING FLASHING APPLY E -Z BEAD • ° o ° o ° a ° ° OVER STUCCO/ C.V. FINISH FLASH OPENING WITH PROTECTO FORM FLASH 1 SELF ADHERING FLASHING PER FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF-ADHERING FLASHING ° (OR APPROVED EQUAL) o o OVER 60 MIN GRADE 'D' o' .0 (SEE TYPICAL WALL SECTION) METHOD A5 DE5GRIBED IN DETAIL 3 OF UJA1 ELECTRICAL CONDUIT OVER APROVED HOUSEUJRAP FELT-PROVIDE SEALANT o o a' ' °' °' ° ° METAL LATH PENETRATION "PIPE PENETRATION DETAIL' 8)�ALE= UJRB LAYER *2, FORTIF15ER AT ALL JOINTS AND '°•°•°-° INTERSECTIONS EXTERIOR APPLY 1 COAT OF SHER-CRETE FLEXIBLE CONCRETE UJATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR STEP 4 STEP 5 9 LL��TRIC�LRECEPTACLE STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JUL 12 DA!tE: 7/12/18 SCALE:1/4 $$=if_Off SHEET WA2 �I'I'I"III \DOOOODODOJ SUBDIV. & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JUL 12 DA!tE: 7/12/18 SCALE:1/4 $$=if_Off SHEET WA2 WOOD SHEATHING WOOD CONSTRUCTION %" NAT CHANNEL W/ /a' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER1, - 5TUCCOWRAP (OR APPROVED EQUAL) J' THICK, 3 COAT — CEMENT PLASTER WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) C AMICO AM66 -WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR 5EAL GAP WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 6' 5ELF-ADHEREING FLASHING WRAPPED s CORNER OF CANTILEVER AMIGO AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL C CANT. 1 V ti FIN15H LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK 6 DRIP EDGE TO DECK 1 Y2'X1 Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK 6 DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK 1 Y2'X1 Y4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS Y4' 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) CA51NG BEAD $$+COMPONENTS PULLED —\ 1 APART FOR CLARITY LEGEND DRAINAGE PLANE �r'aa�r�'a ^,. OR APPROVED EQUAL WRB LAYER 02 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO` a 4( . WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED - EQUAL) CA51NG BEAD 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FIN15H S' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) COMER BEAD VINYL (OR APPROVED EQUAL) GA51NG BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, /V2' MIN. SPACE FROM DRIP FACE TO TREX Y' GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RE515TIVE BARRIER *1 WEATHER RE515TIVE BARRIER #2 DECK MEMBRANE, EXTEND OVER DRIP EDGE /--3' X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y' MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBG 8103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE 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 ACCE550RIE5 ONLY) &LR%s EDGE INSTALLATION Y4' GAP FOR BACKER\ ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD 1 Yz"X1 Y" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY Y4' GAP FOR SEALANT DECK TO CANTILEVER OPT. BACKER ROD ' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE615TIVE BARRIER I WEATHER RE515TIVE BARRIER #2 4' POSITIVE DRAIN WEEP 5CREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION sssCOMPONENTS PULLED APART FOR CLARITY " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING -s 7' O.C. MAX. WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) RNER HAD 11 FRAME *al: CORNER BEAD (FASTENER 4 SPACING l' O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT 12B CORNER BEAD 0 BLOCK COLUMN SHEATHING WEATHER RE51STIVE BARRIER 01 WEATHER RE515TIVE BARRIER *2 6' SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y2'x3' "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, y' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RES15TIVE BARRIER I WEATHER RE515TIVE BARRIER #2 EXTERIOR COLUMN COLUMN SHEATHING 6' SELF ADHERING 4 FLASHING 1 Y12'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, Y' MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 5IDE5 OF COLUMN VINYL (OR APPROVED EQUAL) CA51NG BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER " THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER *1 WEATHER RE515TIVE BARRIER 02 4' P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) BALCONY DRIP COLUMN W GE INSTALLATION L FLASHING A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774078 FAX:407-774-4078 www.abdesigngroup.com AA #:0003325 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JUL 12 JAMS DA : 7/12/18 SCALE: 1/4"=1'-0" SHEET � �V V \000000000 SUBDIV. 8e LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA JUL 12 JAMS DA : 7/12/18 SCALE: 1/4"=1'-0" SHEET � �V V WOOD SHEATHING WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) WR5 LAYER #2, FORTIFIBER WR5 LAYER #2, FORTIF15ER THICK, 3 COAT CEMENT WR5 LAYER #1, 5TUCCOWRAP UI IN A WOOD 5HEATHING PLASTER BUILDING PAPER (OR (OR APPROVED EQUAL) BUILDING PAPER y.� GAP TYP METAL LATH 1X TRIM MEMBER STUCCO �ATOG IM TO TRIM APPROVED EQUAL) WOOD SHEATHING COR APPROVED EQUAL) c: WR5 LAYER #1, STUCCOWRAP TO SIDING TRANSITION LAYER LATH WR5 LA ER 02, FORTIF15ER METAL LATH F—TWR5 LAYER #2, FORTIF15ER (OR APPROVED EQUAL) " THICK, 3 COAT BUILDING PAPER (OR 1" THICK 3 COAT CEMENT WR5 LAYER 02, FORTIF15ER SfDfNG BUILDING PAPER CEMENT PLASTER s APPROVED EQUAL) 8 PLASTER BUILDING PAPER (OR APPROVED EQUAL) 6'5ELF-ADHERING METAL LATH VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) _ WOOD SHEATHING FLASHING"THICK3 COAT ANGLED CA51NG BEAD METAL LATH (EXPLODED M l EXPLODED (o' -SELF -ADHERING FLASHING °: DRIP CAP VIEW FOR CEMENT PLASTERTHICK, 3 COAT - VIEW FOR CLARITY) \ DRIP CAP CLARITY) CEMENT PLASTER WINDOW FLANGE WINDOW FLANGE - WR5 LAYER #1, STUCCOWRAP #�—WR5 LAYER #1, STUCCOWRAP WR5 LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WR5 LAYER #1, STUCCOWRAP WR5 LAYER 02, FORTIF15ER BUILDING y (OR APPROVED EQUAL) CA51NG BEAD PAPER (OR APPROVED EQUAL) WR5 LAYER 02, FORTIF15ER BUILDING 6" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK $" THICK, 3 COAT METAL LATH SIDING TO STUCCO CEMENT PLASTERTHICK, 3 COAT ).!�Sl.NG RIA�(o' SELF -ADHERING CEMENT PLASTER FLASHING6'5ELF-ADHERING DRIP CA FLASHING WINDOW FLANGE DRIP CAP WOOD SHEATHING CASING BEAD @ WINDOW CASING BEAD @ WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND 13B : FRAME, W BAND)WR5 LAYER #1, STUCCOWRAP 13A sca.E: KTs. WOOD SHEATHING (OR APPROVED EQUAL) LEGEND WR5 LAYER #2, FORTIF15ER BUILDING WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD CONSTRUCTION BEYOND DRAINAGE PLANE PAPER (OR APPROVED EQUAL) WR5 LAYER #2 FORTIFIBE WOOD SHEATHING �� R (WR5 LAYER 1, STUCCOWRAP" THICK, 3 COAT BUILDING PAPER WEATHER RESISTIVE BARRIER #iOR APPROVED EQUAL) CEMENT PLASTER (OR APPROVED EQUAL) � WEATHER RESISTIVE BARRIER #2 � SELF -ADHERING FLASHING WR5 LAYER #2 VINYL OR APPROVED EQUAL) .`. \ METAL LATH 6' X y4 LAP SIDING W/�o REVEAL WEATHER RESISTIVE BARRIER #1 (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD '` " THICK, 3 COAT CEMENT (o" SELF -ADHERING FLASHING WEATHER RE515TIVE BARRIER #2 OR APPROVED EQUAL) (EXPLODED PLASTER STARTER STRIP PER STARTER STRIP PER METAL LATH X X X X VINYL (OR APPROVED EQUAL) , VIEUJ FOR CLARITY) MANUFACTURER'S INSTALLATION MANUFACTURER'S INSTALLATION $ CASING BEAD INSTRUCTIONS ; -- - � INSTRUCTIONS STUCCO WOOD SHEATHING 6' 5ELF-ADHERING FLASHING _ _ z DO NOT CAULK OR SEAL OPENING ...... _ _ _� -. - - 5ELF-ADHESIVE FLASHING CASING BEAD @ RAISED GALV'D METAL 'Z" FLASHING BAND FRAME GALV'D METAL 'Z" FLASHING = @,,, DO NOT CAULK OR SEAL OPENING NOTE: 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 GALV'D METAL "Z' FLASHING NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SIDING TO STUCCO 6 @ BLOCK TO FRAME TRANSITION WALE: STUCCO CASING BEAD "THICK 3 COAT -1 , IN CEMENT PLASTER 8 THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION BEYOND CA �" SELF -ADHERING FLASHING SEALANT BS O METAL LATH METAL LATH WOOD SHEATHING TO WINDOW METAL WR5 LAYER #2, FORTIF15ER BUILDING WEATHER RE51STIVE BARRIER #1 WEATHER RESISTIVE BARRIER #1 TO LAP WINDOW FRAME PAPER (OR APPROVED EQUAL) b WEATHER RE515TIVE BARRIER #2 6' MIN. ABOVE TOP OF "Z" FLASHING WOOD SHEATHING UJRS LAYER #2,FORTIF15ER ib" X 1 y4' LAP 51DING W/6 REVEAL _ WEATHER RESISTIVE BARRIER #1 WINDOW FRAME N � WEATHER RESISTIVE BARRIER #2 .-�--�` - _ � BUILDING PAPER 6 SELF -ADHERING FLASHING � � -- (OR APPROVED EQUAL) a GALV'D METAL 'Z" FLASHING WRB LAYER #1, STUCCOWRAP E -Z BEAD VINYL (OR STARTER STRIP PER MANUFACTURER'S DO NOT CAULK OR 5EAL OPENINGlOR APPROVED EQUAL) APPROVED EQUAL) CA51NG INSTALLATION INSTRUCTIONS � WEATHER RE515TIVE BARRIER #1 TO LAP �" WIDE PEEL 4 STICK (W/%a" FLEXIBLE PVC BACKER x DO NOT SEAL OPENING 6' MIN. ABOVE TOP OF "Z" FLASHING WINDOW FLANGE OVER FLANGE - ROp INCLUDED) 2X FRAMING MEMBER E -Z BEAD VINYL WR5 LAYER #1, 5TUCCOWRAP GALV'D METAL "Z' FLASHING (OR APPROVED EQUAL) CA51NG 2X FRAMING M M (OR APPROVED EQUAL), 6" 5ELF-ADHERING FLASHING BUILDING WRAP (W/%8" FLEXIBLE PVC BACKER ROD E SER WRAPPED AROUND FRAMING E -Z BEAD VINYL (OR APPROVED EQUAL) CASING INCLUDED) MEMBER / 3 " WEATHER RE515TIVE BARRIER #1 (o' SELF ADHERING FLASHING (W//8 FLEXI5LE PVC BACKER ROD) E -Z BEAD VINYL (OR APPROVED EQUAL) APPLY FULL BED OF 6' 5ELF-ADHERING FLASHING CASING (W/%8" FLEXIBLE PVC BACKER SEALANT BETWEEN WOOD SHEATHING %8" THICK, 3 COAT CEMENT PLASTER ROD) FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 CLARITY WEATHER RESISTIVE BARRIER #2 SIDING TO STUCCO EZ BEAD WINDOW CASING @ FRAME TO FRAME TRANSITION 17:rlTa. 6 SCALE: N.T.B. A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 sysDrv. a� LOT: KENSINGTON RESERVE (LOT #100) MODEL.- LARGO ODEL:LARGO (VERSION#01) PROJECT#: 02997.000 10OR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JUL 12 DATt: 7/12/18 SCALE: 1/4"=1'-0" SHEET WA4 CUT HOU5EWRAP AT 45° ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL TEMPORARILY FOLD -UP t SECURE HOU5EWRAP (0 ";P UNDER) at HEA STEP 1 WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP 18 I.E, V.S. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHWx (LANCO WHITE -SEAL RC -865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING FOLD HOU5EWRA IN AT JAM55 4 5IL SLOPE SILL R.O. Ti EXTERIOi INSTALL 6' 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY3/a' NOM. CONTINUOU5 BEAD OF SEALANT AT JAM55 AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN ALIGN FLEXIBLE LINE W/ PRE -PUNCHED HOLES 5ELF-ADHERING OR 5LOT5. 45HING W/ INT. EDGE OF SILL R.O. STEP 2 INSTALL 5ELF-ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL OlEr U NOTE: 1. IT 15 THE CONTACTOR5 RESPON515ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND SELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTEL SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT (o' 5ELF-ADHERING F OVER VINYL HEAD 6 (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 3 BUTYL FLASHING S' VERT. END DAMS REQ'D. AT EACH END OF SILL %m. lffi �l MIN. TEXTURED EMENT I T IOU5 COATING VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 DEAD OF WINDOW STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING 5TRETCHA5LE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRIT INSTRUCT[ APPLY MEMBRANE FLASHING OVER JOINT 'MIN. TEXTURED :EMENT I T I OUS COATING )VER BLOCK %m m &m �.l (o' WIDE ADHESIVE :LEXIBLE FLASHING :R DRIP CAP JOINT 70 -WRAP 5T-20XL APPROVED EQUAL) J' MIN. TEXTURED CEMEN7ITIOU5 COATING OVER FRAME STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME (MIN. THICKNESS 8") (MIN. THICKNESS �") (MIN. THICKNESS j") ORLANDO/TAMPA SIDING LOOK ORLANDO/TAMPA S. FLORIDA S. FLORIDA S. FLORIDA MINIMUM STUCCO THICKNESS STEP 5 g" MIN. TEXTURED CEMENT I T I OUS COATING OVER FRAME STUCCO OVER FRAME (MIN. THICKNESS P) SIDING LOOK S. FLORIDA A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUSDiv & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JUL 1 7/12/18 SCALE: 1/4"=1'-0" SHEET WA5 �II"I"'ll \000000000 SUSDiv & LOT: KENSINGTON RESERVE (LOT #100) MODEL: LARGO (VERSION#01) PROJECT#: 02997.000/10OR1 PAGE: WALL ASSEMBLY DETAILS ARCHITECT - STATE OF FLORIDA JUL 1 7/12/18 SCALE: 1/4"=1'-0" SHEET WA5